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Appendix D - Civil Engineering Plans

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                                                                                                                 ADJACENT SHED DOWNPIPES                                                                                                                                                                                               SW
                                                                                                                 OUTLETTING THROUGH BOUNDARY
                                                                                                                                                                                                                                                                                                                            SW
                                                                                                                                                                                                                               EXISTING 900x900 SW INLET PIT
                                                                                                                                                                                                                               SL: 91.63
                                                                                                                                                                                                                                                                                                                     SW
                                                                                                                                                                                                                               IL: 90.83
                                                                                                                                                                                                                                                                                                                SW
                                                                                                                                                                                                                                                                                                        SW
                                                                                                                                                                                                                                                                                             SW
                                                                                                                                                                                                                                                                                   SW
                            5.5m



                                                                                                                                                                                                                                                                            SW                          91
                                                                                                                                                                                                                                                               2.5
                                                                                                                                                                                                                                                                   %   SW


                                                                                                                                                                                                                                                                                    91
                                                                                                                                                                                                                                                            E@
                                                                                                                                                                                                                                                           IP
                                                                                                                                                                                                                                                       VC PSW
                                                                                                                                                                                                                                                   mmP
                                                                                                                                                                                                                                               5 0
                                                                                                                                                                                                                                             Ø2
                                                                                                                                                                                                                                       ING    SW
                                                                                                                                                                                                                                    IST
                                                                                                                                                                                                                                EX
                              1m




                                                                                             EXISTING 5.5m WIDE DRIVEWAY &                                                                                                     SW
                                                                                             CONCRETE CROSSOVER IN SHARED
                                                                                             ACCESS EASEMENT                                                                                                            SW
                                                                                                                                                                                                                  SL: 91.63m
                                                                                                                                                                                                                  IL: 90.83m
94
                                                                              EXISTING 1m WIDE CONCRETE
                                                                              FOOTPATH

                                                                                                                                                                                                                                          EXISTING Ø250mm SW PIPE
                                                                                                                                                                                                                                          USIL: 90.83
94




                                                                                                                                                                                                                                          DSIL: 87.95
                                                                                                                                                                                                                                          GRADE 2.5%
                                                                                                                                                                                                                                          LENGTH 114.9m




                                                                                                                                                                                           92
 94




                                                                                                                                                             92   9 2
               94




                                                                                                                                                                                                             92




                                                                                                                                                                                                                                                                                                                91
                                                                                                                                                                                                                                      NOTE:

                                                                                                                                                                                                                                      CONTOUR DATA FROM NOOSA-GYMPIE 2015 LIDAR SURVEY,
                                                                                                                                                                                                                                      REFERENCED TO GDA94 MGA ZONE 56 COORDINATES (EPSG:28356).
                                                                                                                                                                                                                                      LEVELS SHOWN ARE AUSTRALIAN HEIGHT DATUM (AHD).
                                                                                                                                                                                                                                      STORMWATER AND CROSSOVER DATA FROM JOHN NORDEN &
                                                                                                                                                                                                                                      ASSOCIATES DESIGN PLANS 94/35-1 & 94/35-2
                                                                                                                                                                                            92




                                                                                                                                                                                                                                                   92




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 NOOSAVILLE, QLD 4566                                                                                                                                                                                             CPEng NER
    +61 7 5211 1003                REV    DATE                  DESCRIPTION            DWN      CHK       APP
                                                                                                                                    AS INDICATED                                                                 DATE: 21/10/2022
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Page 2

                                                                                                                                                                                                                                                                                                                                                                              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
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                                                                                                                                                                                                                                                                                                                     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


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         37 MARY ST
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     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
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Page 3

                                                                                                                                                                                                                                                                                                                               LEGEND

                                                                                                                                                                                                                                                                                                                          SW      EXISTING SW PIPE

                                                                                                                                                                                                                                                                                                                          SW      NEW SW PIPE
                                                                                                                                                                                                                                                                                                                                                     SW
                                                                                                                                                                                                                                                                                                                                            W PIT
                                                                                                                                                                                                                                                                                                                                  EXISTING SW
                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                SWNEW SW PIT

                                                                                                                                                                                                                             PROVIDE CONCRETE SPOON DRAIN TO
                                                                                                                                                                                                                                                                                                                     SW
                                                                                                                                                                                                                                                                                                                                  NEW SW TANK
                                                                                                                                                                                                                             CONVEY RUN-OFF FROM SHED OUTLET
                                                                                                                                                                                                                             TO SW PIT                                                                     SW
                                                                                                                                                                                                                                                                                                     SW                           NEW SW TRENCH DRAIN

                                                                                                                                                                                                                                                                                               SW                                 CONCRETE SPOON DRAIN

                                                                                                                                                                                                                                                                                          SW
                                                                                                                                                                                                                                                                                 SW
                                                                                                                                                                                                                                                                       SW                      91
                                                                                                                                                                                                                                                          .5%   SW

                                                                                                                                                                                                                                                                                   1
                                                                                                                                                                                                                                                      E @2
                                                                                                                                                                                                                                                   PIP


                                                                                                                                                                                                                                                                                 9
                                                                                                                                                                                                                                              VC    SW
                                                                                                                                                                                                                                            mP
                                                                                                                                                                                                                                        250m
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                                                                                                                                                                                                                                  G   Ø
                                                                                                                                                                                                                                       SW
                                                                                                                                                                                                                           IS
                                                                                                                                                                                                                        EX
                                                                                                                                                                                                                        SW
                                                                                                                                                                                                             SW
                                                                                                                                                                                                         SL: 91.63m
                                                                                                                                                                                                         IL: 90.83m




                                                                                                                                                                                                                                                                                                     91
                                                                                                                                                                                                  SW
                                                                                                                                                                                                                                BREAK INTO EXISTING FIELD INLET PIT,
                                                                                                                                                                                                                                CONNECT STORMWATER AND MAKE
                                                                                                                                                                                                                                GOOD. GROUT SEAL PENETRATION




                                                                                                                                                                                             SW
                                                                                                                                                                                        SW
                                                                                                                                                       92




                                                                                                                                                                                   SW
                                                                                                                                                                                                                             NEW Ø150mm PVC PIPE
                                                                                                                                                                                                                             LENGTH: 14.2m
                                                                                                                                                                                                                             USIL: 91.0m
                                                                                                                                                                                                                             DSIL: 90.85

                                                                                                                                             SW   SW         SW         SW
                                                                                                SW         SW        SW          SW
                                                             SW         SW   SW      SW




                                                                                                                                                                                  SW
                                                                                                                                                                                                                  NEW Ø150mm PVC PIPE
                                                                                                                                                                                                                  LENGTH: 14.2m
                                                                                                                                                                                                                  USIL: 91.0m
                                                                                                                                                                                                                  DSIL: 90.85

                                                                                                                            UP
                                                                                                                                                                                                              NEW 450x450 FIELD INLET
                                                                                                                                                                             SW                               SL: 91.7m
                                                                                                                  92
                                                                                                                                                                                                              IL: 91.0m
                                                                                                                   9
                                                                                                                                                                                                              GRADE SURROUNDS LOCALLY TO FALL TO PIT
                                                                                                                                                                   SW
                                                                                                                     2
94




                                                                                                                                                                                                  NEW Ø150mm PVC PIPE
                                                                                                                                                        SW

                                                                                                                                                                                                       92
                                                                                                                                                                                                  LENGTH: 8.8m
                                                                                                                                                                                                  USIL: 91.11m
                                                                                                                                                                                                  DSIL: 91.02




                                                                                                                                                                                   3,000L SLIMLINE RAINWATER ATTENUATION TANK
                                                                                                                                                                                   50mm LOW FLOW ORIFICE TO BASE
                                                                                                                                                                                   150MM OVERFLOW. CONNECT OUTLET TO EXISTING PIT. ALL ROOFWATER TO TANK




                                                                                                                                                                                                                                                                                                     91
                                                                                                                                                        92




                                                                                                                                                                                                                                            92




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         37 MARY ST
                                                                                                                                                                                                                                              RPEQ: 28084
                              1    21/10/2022 RFI ISSUE                      BP           BP    SCALE:
     NOOSAVILLE, QLD 4566                                                                                                                                                                                                                      CPEng NER
        +61 7 5211 1003      REV    DATE                  DESCRIPTION        DWN   CHK    APP
                                                                                                                    AS INDICATED                                                                                                             DATE: 21/10/2022
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                                                                                                                                                                                                                                                                                        94




                                                                                                                                                                                                                                                                                                                                                                            INTERNAL DRIVEWAY ACCESS AND PASSING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       92
                                                                                                                                                                                                                                                                                                                                          CLIENT DETAILS:                                                  PROJECT ADDRESS:                                                                                                                                   APPROVED BY:                                                                                                        PROJECT NAME:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  POMONA SMOKEHOUSE
                                                                                                                                                                                                                                                                                                                                                      BEAU & ARROW PTY LTD                                                                                                                                                                                                                                                                                                        TITLE:                                                                        STATUS:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SWEPT PATHS PLAN                                                              PRELIMINARY NOT FOR
                       © ABN 89 647 469 707
                                                                                                                                                                                                                                                                                                                                                                                                             14-16 RESERVE STREET, POMONA                                                                                                                             BENJAMIN PARRY                                                                                                                                                                            CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RPEQ: 28084
                 37 MARY ST
             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:
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                                                                                                                                                                                                                                                                                                                                                            DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  040                                                                           20220213          A1 1

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