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Updated plan 56 RESERVE ST POMONA WD (C)

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20101
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .55        .45                        90                                                                                                               89
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .46           .41                                                    90                                   90                       .61                                            .63            90         90                                                                                                                                                                        90.2
                                                                                                                                                                                                                               .18                                                                                                                                                                                                                                                                                                                                             90            90                                                                                                                   90                                             90                                                                                                                              .04                                                                                        .07
                                                                                                                                                                                                                            92                                                                                                                                                                                                                                                                                                                          196           .48                .48                                                                                                                                                                                                                                                                                            56
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              90                                                                                         90
                                                                                                                                                       273        .21                                                                                                                                                                                                                                                                                                                                                                                              90        195
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      90
                                                                                                                                                               93                                                                                                            .77                                                          .60                                                                                                                                                                                                                                                                              .37                                                                .38




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .2
                                                                                                                                                                                                                                                                          91                                                                                                                                                                                                                                                                                      EDGE                                                  90                                                                 90                                                                                                                                                                                                 EDGE                                                                         .89         .08
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .28




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 90
                                                                                                                                                                                                                                                                                                                                91                                                                                                                                                                                                                                                  EDGE                                                                                                                                                                                                                                                                                                                                                                                89          90
                                                                                                                                                              EDGE                                                                                                                                   202          .62                                                                                                                                                                                                                                                     OF TR              OF TR                                                                 .47                                     90                                                                                                                          .30                                                           OF TR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EES                                                                                                                                                             .65 5
                                                                                                                                                                      OF BIT                                                                                                                                   91                                                                                                                                                                                                                                                20101          EE20                EES                                                         90                                                                                                                                                          .35     90                                                       20101                                                                              .95                          .44                                                     65 89 9.7
                                                                                                                                                             40301           UMEN                                                            .90                                                                                                                                                                                                                                                                                                                                    S 10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1                                                                                                                                             .63                                                                             90                                                                                      .10                                              61
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             89                                                                  90                       8
                                                                                                                                                                                                                                          91                                                                  EDGE                                                                                                                                                                                                                                                                                                                                                                                      .51                           90                .70                                                                                                                                                   90                                                                                          90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .47                                                                                    90                                              90                                                                                                                                                                                                                                                                                                                   EDGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ED6GE
                                                                                                                                                                                           .33                                                                                                                        OF TR                                                                                                                                                                                                                                                                                 90 19           .62                                                                                                 .26                                                                                                                                                                                               .91                                                                                                                                            OF TR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               89
                                                                                                                                                                                        92                                                                                                                   20101          EES                                                                                                                                                                                                                                                                                     4                                                            .51                                         90                                                                                                                                                                                                89                                           9.8     OF TR                                                                                20103         EES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         90                                                    90 2                                                                                                                                                                                                                                                                                       820               EE                                                      .97
                                                                                                                                                                                                                                      346°47




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              102          .78 S
                                                                                                                                                                                                                                       53.87m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   193            .6                                                                                                                                                                                                                                                                                                    89                                                       89
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EDGE                                                  90                                           .45                                                                                                                                                                        .31                   .08                                                                                                                          100     .97
                                                                                                                                                           21                   .15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                OF TR                                                                                  90                                                                                                                             .23                                       57
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      59
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          90                                                                                                                                   89
                                                                                                                                               272       3.1
                                                                                                                                                         .1                  92                                                                                                                                                                                                                                                                                                                                                                                                                                         20101         EES                                      EDGE                                                                                                                                                                90                                                        .19                                                                                         63
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         64           .20
                                                                                                                                                      939                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            OF TR                                                                                                                                                                                                          EDGE  90              EDGE                                                                           62        90                                          SURV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              20101        EES                                               4                                                                                                                                                              OF TR                  OF TR                                                                                                                              EY MA
                                                                                                                                                                                                                                            '00"




                                                                                                                                                      EDGE
                                                                                                                                                              OF BIT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2 0.5                                                                                                                             5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .24
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   20101          EES    20102           EES                                                       .99             EDGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          OF TR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              00500          RK
                                                                                                                                                     40301           UMEN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .42 0.4 9                                                                                                                           90                                                                                                                         89                              EE.04
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               90 9                                                                                                                                                                                                                                                                               20102
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                90 S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               192          .51
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         90
                                                                                                                                                                                                                        255      .0.921                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EDGE
                                                                                                                                                             297       .48                                                   9921                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                OF TR
                                                                                                                                                                    92                                                       CHAIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      20101           EE
                                                                                                                                                    .04                                    .91                                          WIRE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .07
                                                                                                                                         271
                                                                                                                                                 93
                                                                                                                                                                   ELEC                 91                                  91701            FE NC                                    203           .70                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .01   90
                                                                                                                                                                           TRICITY                                                                 E                                             91                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       90
                                                                                                                                                EDGE              71200            POLE
                                                                                                                                                        OF BIT                                                                                                                                  EDGE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EDGE
                                                                                                                                               40301           UMEN                                                                                                                                     OF TR                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 OF TR
                                                                                                                                                                                                                                                                                               20101          EES                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 179°40'00"
                                                                                                                                                                                                             CHAIN WIRE FENCE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      20101
                                                                                                                                                                      .10
                                                                                                                                                                                                               1.2m EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  81.98m
                                                                                                                                                                   92

                                                                                                                                                                                         .91
                                                                                                                                                                                      91



                                                                                                                                 270       .87
                                                                                                                                        92                                                                       256                 89
                                                                                                                                                                                                                                   1.8
                                                                                                                                                                                                                                   .8
                                                                                                                                        EDGE                                                                                    919
                                                                                                                                               OF BIT .16                                                                        CHAIN



                                                                                                                                                                                                                                                                                                                                                                          SITE NOTES                                                                                                                                                                                                                                                                                                                                                                  STORMWATER DRAINAGE NOTES
                                                                                                                                       40301         UM
                                                                                                                                                     92 EN                                                                              WIRE



                                                                                               GENERAL NOTES
                                                                                                                                                                                                                                91701        FE NC
                                                                                                                                                                                                                                                   E




                                                                                               1. ALL WORKMANSHIP SHALL BE CARRIED OUT TO THE BEST TRADE                                                                                                                                                                                                                  DRAINAGE:                                                                                                                                                                                                                                                                                                                                                                   1. DP - 90mm DIA DOWNPIPES TO STORMWATER PIPES 100mm MIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BCA PART 3.12.1 ENERGY EFFICIENCY
                                                                                               STANDARDS AND MATERIAL FIXED IN ACCORDANCE WITH SPECIFIED                                                                                                                                                                                                                  ALL HOUSEHOLD SEWERAGE AND WASTE TO BE DISCHARGED TO SEWER                                                                                                                                                                                                                                                                                                                  COVER. 1 IN 100 MIN FALL.                                                                                                                                                                                                                                                                                                             THERMAL INSULATION
                                                                                               DETAIL AND MANUFACTURER'S RECOMMENDATIONS.                                                                                                                                                                                                                                 SYSTEM.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2. ONE DOWNPIPE PER 12m OF GUTTER. REDUCE BY 1m FOR                                                                                                                                                                                                                                                                                   ALL WALLS AND ROOF TO COMPLY WITH THE BCA REQUIREMENTS FOR
                                                                                               2. THE FOLLOWING DOCUMENTS FORM PART OF THE                                                                                                                                                                                                                                SEWER LINE LOCATION TO BE VERIFIED ON SITE AND NO PART OF THE                                                                                                                                                                                                                                                                                                               EACH BEND IN GUTTER.                                                                                                                                                                                                                                                                                                                  THERMAL EFFICIENCY.
                                                                                               DOCUMENTATION FOR THIS PROJECT:                                                                                                                                                                                                                                            PROPOSED RESIDENCE TO BE WITHIN 1500mm OF EDGE OF SEWER PIPE
                                                                                               A.S. 1684.2 RESIDENTIAL TIMBER FRAMED CONSTRUCTION CODE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                3. STORMWATER PIPES SHALL BE CONNECTED TO KERB AND                                                                                                                                                                                                                                                                                    FOR CLIMATE ZONE 2, ALTITUDE LESS THAN 300m:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CHANNEL TO LOCAL AUTHORITY REQUIREMENTS.
                                                                                               3. THE ABOVE DOCUMENTS SHOULD BE KEPT ON SITE DURING                                                                                                                                                                                                                       SURFACE WATER:                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ROOF CONSTRUCTION TOTAL R-VALUE: MIN 4.6
                                                                                               CONSTRUCTION ALONG WITH THE COPY OF THE LOCAL APPROVED                                                                                                                                                                                                                     SURFACE WATER TO BE DISCHARGED BY NATURAL FALL OF THE GROUND                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BULK INSULATION TO ROOF SPACE MIN R-VALUE 3.0
                                                                                                                                                                                                                                                                            3 46 °




                                                                                               PLANS AND SPECIFICATIONS. CONSTRUCTION MUST NOT VARY FROM                                                                                                                                                                                                                  AND CUTOFF DRAINS.
                                                                                                                                                                                                                                                                               5 3.83




                                                                                               THE ABOVE DOCUMENTATION WITHOUT WRITTEN APPROVAL FROM                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WALL CONSTRUCTION TOTAL R-VALUE: MIN 2.8
                                                                                               THE OWNER AND THE LOCAL AUTHORITY.                                                                                                                                                                                                                                         ALL RAINWATER FROM ROOF DISCHARGE SHALL BE DRAINED AT LEAST 3.0m                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    a) TIMBER FRAMED CONSTRUCTION: BULK WALL INSULATION MIN R-
                                                                                                                                                                                                                                                                                   47 ' 0 0




                                                                                                                                                                                                                                                                                                                                                                          FROM THE BUILDING FOUNDATION, OR TO LOCAL AUTHORITY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               VALUE 2.7
                                                                                               4. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALING OFF                                                                                                                                                                                                                     REQUIREMENTS.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       b) BLOCKWORK OR BRICK VENEER CONSTRUCTION: BULK WALL
                                                                                                                                                                                                                                                                                      0m




                                                                                               PLAN. DO NOT SCALE. ANY DISCREPANCIES FOUND BUT THE BUILDER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  INSULATION MIN R-VALUE 2.1
                                                                                               / OWNER SHOULD BE BROUGHT TO THE ATTENTION OT THE
                                                                                                                                                                                                                                                                                            "




                                                                                               DESIGNER PRIOR TO CONSTRUCTION OR FABRICATION OF ANY ITEM.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NORTH
                                                                                               5. RETAIN ALL EXISTING VEGETATION AND MATURE TREES WHERE
                                                                                               POSSIBLE.

                                                                                               6. STRUCTURE SHALL NOT EXCEED 7.9m ABOVE NATURAL GROUND.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  270° 00' 00"                                                                                                                                                                                        142.93m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              90°00'00"


                                                                                               7. CHECK ALL DIMENSIONS OF WORKS ON SITE PRIOR TO                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                142.913 m
                                                                                               COMMENCEMENT OF CONSTRUCTION OR FABRICATION OF ANY ITEM.
                                                                                               REFER DISCREPANCIES TO DESIGNER BEFORE CONSTRUCTION OR
                                                                                               FABRICATION.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SITE COVER
F:\Dropbox\Dropbox Projects\1227 56 Reserve St Pomona\1227 56 RESERVE ST POMONA WD.rvt




                                                                                               8. COMPLY WITH THE BUILDING CODE OF AUSTRALIA (BCA),
                                                                                               RELEVANT AUSTRALIAN STANDARDS AND LOCAL COUNCIL BUILDING                                                                                                                                                                                                                                                                                                                                                  SITE PLAN
                                                                                               CODES.                                                                                                                                                                                                                                                                                                                                                                                   1                     1 : 500                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Name                Area
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             % SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             COVER
                                                                                               9. REINF. CONCRETE CROSSOVER TO STREET TO BE IN ACCORDANCE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Site Area                       12135.98                             0.00%
                                                                                               WITH THE LOCAL AUTHORITIES DETAILS AND SPECIFICATION.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Site Cover                        118.25                             0.97%
                                                                                               10. TV ANTENNAE LOCATION TO BE VERIFIED ON SITE BY INSTALLER

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DRAWING TITLE                                             SHEET SIZE
                                                                                         REV      DATE                  DESCRIPTION                                                                                                                                                                SPECIFICATION NOTES
                                                                                          A      27-8-22 ISSUED FOR CERTIFICATION                                                                                                                                                                  1. FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED NEW DWELLING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TEL: 0414410463                                                                            SITE PLAN
                                                                                          B      29-8-22 WINDOWS ADJUSTED FOR STRUCTURAL WALL
                                                                                                          BRACING
                                                                                                                                                                                                                                                                                                   READINGS
                                                                                                                                                                                                                                                                                                   2. ALL DIMENSIONS TO BE CHECKED AND VERIFIED ON SITE BEFORE
                                                                                                                                                                                                                                                                                                   COMMENCING FABRICATION
                                                                                                                                                                                                                                                                                                   3. ALL CONSTRUCTION TO COMPLY WITH THE BUILDING CODE OF                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         A3
                                                                                                                                                                                                                                                                                                   AUSTRALIA, RELEVANT S.A.A STANDARDS AND LOCAL AUTHORITY
                                                                                          C      10-10-22 FLOOR LEVEL RAISED TO RL92.6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WWW.SOULSPACE.COM.AU                                                                       DRAWN           PROJECT No      PLOT DATE
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Updated plan 56 RESERVE ST POMONA WD (C)

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