Reference Documents - 5 School Street, Pomona - MCU24/0165 & OPW24/0222

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SUBJECT PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            4.00            MAJOR CONTOUR
                                                                                                                                                                                                                                                                                                    SCHOOL STREET                                                                                                                                                                                                                                                                                                                           MINOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SEWER MAIN (QUALITY LEVEL)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SEWER MAIN ABANDONED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SP275888                                                                                                                                           WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            U/G TELECOMMS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            O/H ELECTRICITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               20.000       SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                           90
                                                                                                                                                                                                                                                              91.2




                                                                                                                                                                                                                                                                                                                              .9
                                                                                                                                                                                                                                                                                                      A/1                          91.0                                                                                                                                                                                                                                                                    PROPOSED LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DWELLING




                                                                                                                                                                                                                                                                      91.2




                                                                                                                                                                                                                                                                                               .1
                                                                                                                                                                                                                                                                                               91
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STORMWATER PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           50.00            MAJOR CONTOUR 0.1m INTERVAL
                                                                                                                                                                                                                                                                                                                                                                                                                         1                                                                                                                                                                                                                  MINOR CONTOUR 0.5m INTERVAL




                                                                                                                                                                                                                                                                                                                                                                     90.6
                                                                                                                                                                                                                                                                                               91.1
                                                                                                                                                                                                                                                                                                                                                                                                                      SP316907                                                                                                                                                                                                              FLOW DIRECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SUBSOIL DRAIN




                                                                                                                                                                                                                                                                                                                            91.1
                                                                                                                                                                                                                                                                                                      A/2

                                                                                                                                                                                                                                               B/1                                UNIT A                                                   UNIT B
                                                                                                                                                                                                                                                                                 FFL 91.10                                                FFL 91.10
                                                                                                                                                                                                                                                                                                                                                                                             C/1


                                                                                                                                                                                                                                                              91.0                                                                                      C/2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NOTES:
                                                                                                                                                                                                                                                                                                                                                              91.1
                                                                                                                                                                                                                                                                                                              A/3
                                                                                                                                                                                                                                                       90.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.   FOR GENERAL & STORMWATER NOTES REFER DRG C-011
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.   PROVIDE ROOF WATER CONNECTION STUBS TO FIELD INLETS TYPICAL
                                                                                                                                                                                                                                                         90.9




                                                                                                                                                                                                                                                                                                                                                90.9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      3.   FOR BIO-BASIN SECTION DETAILS REFER TO DRG C-402
                                                                                                                                                                                                                                               B/2                                                                                                                                                                                                                                                                                                                                                                    4.   FOR STORMWATER LONGSECTIONS REFER TO DRG C-431

                                                                                                                                                                                                                                                                        90.9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FFL 90.60
                                                                                                                                                                                                                                                              90.8




                                                                                                                                                                                                                                                                                                                                                              UNIT D
                                                                                                                                                                                                                                                                                                                                                             FFL 90.90                                       E/1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 A/7
                                                                                                                                                                                                                                                                                  UNIT C
                                                                                                                                                                                                                                                                                 FFL 90.90                                                                                                                                                                                                         2




                                                                                                                                                                                                                                                                                                                                                                                                     90.2
                                                                                                                                                                                                                   21                                                                                                                                                                                                                                                                           SP316907
                                                                                                                                                                                                                                                       90.7




                                                                                                                                                                                                                                                                         14
                                                                                                                                                                                                                 P5015                                                 RP35096                               A/4                                                  UNIT F
                                                                                                                                                                                                                                                                                                                                                                 FFL 90.80                                                      CP                                                                                                                                                                                                          900x900 GRATED PIT WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            INTERNAL HIGH FLOW WEIR




                                                                                                                                                                                                                                                                                                                                                                                                        90.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     90
                                                                                                                                                                                                                                                                                                                                                                                                                             SP316907                                                                                                                                                                                                       BYPASS REFER TO DETAIL A

                                                                                                                                                                                                                                                                                  UNIT E                                                                                                                                E/2
                                                                                                                                                                                                                 22                                                              FFL 90.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CONCRETE FOREBAY (1.0 x 3.0)
                                                                                                                                                                                                                                                       90.5




                                                                                                                                                                                                                P5015                                                                                                                                                               90.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 GENERALLY IN ACCORDANCE WITH




                                                                                                                                                                                                                                                                                                                                                                                                      90.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 IPWEA STD DRG DS-075




                                                                                                                                                                                                                                                                                                                                                                                                               90.4
                                                                                                                                                                                                                                                                                                                                                                                  UNIT J                                                                                                                                                                                                                         D                                                                                A/8
                                                                                                                                                                                                                                                       90.4




                                                                                                                                                                                                                                                                                                                                                                                 FFL 90.70
                                                                                                                                                                                                                                                                                                                             A/5                                                                                                                                                                                                                                                                                402
                                                                                                                                                                                                                                         D/1                                                                                                                                                                                       E/3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      AC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SU 3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             I O
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            B 89.  7
                                                                                                                                                                                                                 ENSURE SURFACE IS                                                                                                                                                                                                       E/4                                                                                                                                                                                 RL
                                                                                                                                                                                                                                                       90.3




                                                                                                                                                                                                                 FREE DRAINING TO REAR
                                                                                                                                                                                                                                                                                                                                                                     90
                                                                                                                                                                                                                                                                                                                                                                       .6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      90.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      90.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       90.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        90.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          A/9                                                                                                                         4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        90.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  89.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         89.9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         89.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BIO-RETENTION BASIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          89.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           89.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           89.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            89.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            89.3
                                                                                                                                                                                                                                                                                                                     UNIT H




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             89.2
                                                                                                                                                                                                                                                       90.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       20m2 FILTER AREA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              89.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              89.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               88.9
                                                                                                                                                                                                                                                                                                                    FFL 90.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       REFER TO DETAIL DRG C-402
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         C
                                                                                                                                                                                                                                                                                                                                                   .6
                                                                                                                                                                                                                                                                                                                                                              A/6                                                                                                                                                                                                                                                                                              89.65
                                                                                                                                                                                                                                                                                                UNIT G                                        90                                                                                                                                                                                                                        402                                                                       89.68
                                                                                                                                                                                                                                                                                               FFL 90.60                                                                                                                                                                                                                                                                                  89.89
                                                                                                                                                                                                                                                                                                                                                                                                .9                                                                                                                                                                            89.95                                    89.75
                                                                                                                                                                                                                                                                                                                                                                                           89
                                                                                                                                                                                                                                                                                                                           A/7                                                                                                                                                                                                                                                                    89.78
                                                                                                                                                                                                                                                                                                                                                                                    0.0
                                                                                                                                                                                                                                                                                                                                                                              .19
                                                                                                                                                                                                                                                                                                                                                                            90

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      90.10
                                                                                                                                                                                                                                                                                                                                                         90.5
                                           Filename: C:\PROJECTS\240628 - MUL RES - 5 SCHOOL STREET, POMONA\3.0 CAD\DRAWINGS\OPW\240628-OPW-C-401.DWG




                                                                                                                                                                                                                                                                                                                                          A/8                           1
                                                                                                                                                                                                                                                                                                                                                                     RP35098

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       A/10
                                                                                                                                                                                                                                                                             90.4
                                                                                                                                                                                                                                                                             90.3
                                                                                                                                                                                                                                                                             90.2




                                                                                                                                                                                                                                                                A/9
                                                                                                                                                                                                                                                                              90.1
                                                                                                                                                                                                                                                                              90.0
                                                                                                                                                                                                                                                                              89.9
                                                                                                                                                                                                                                                                               89.8
                                                                                                                                                                                                                                                                               89.7
                                                                                                                                                                                                                                                                               89.6
                                                                                                                                                                                                                                                                                89.5
                                                                                                                                                                                                                                                                                89.4
                                                                                                                                                                                                                                                                                89.3
                                                                                                                                                                                                                                                                                 89.2
                                                                                                                                                                                                                                                                                 89.1
                                                                                                                                                                                                                                                                                 89.0
                                                                                                                                                                                                                                                                                  88.9
   Last Plotted: 2025-03-09




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                300mm THICK ROCK PROTECTION, d50 = 150mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                OVER GEOTEXTILE MATERIAL
   Last saved by: JOSHLAVERS(2025-03-09)




                                                                                                                                                                                                                                                              A/10




                                                                                                                                                                                                               North Point      Scale                                                                       Horiz. Datum             Client                                                                           Consultant                                                                                     Project                                                    Drawing
                                                                                                                                                                                                                                                                                                              LOCAL                                                                                                                                                                                                                                    Drawn           JCL                                                                                             Project No.         Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                                                                ROWAN ANDERSON                                                                                                                                                         MULTI RESIDENTIAL DEVELOPMENT                                  STORMWATER & BIO-RETENTION BASIN
                                                                                                                                                                                                                                   0m                1.25                                2.5                                                                                                                                                                                                                                                           Design
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       JCL
                                                                                                                                                                                                                                                                                                            Vert. Datum                                                                                                                                                                                                  OPPERATIONAL WORKS - CIVIL                                                PLAN                                                                240628             OPW-C-401
                                                                                                                                                                                                                                   A1 1:50                                                                     AHD
                                                                                                                                                                                                                                   0m                0.625                           1.25                                                                                                                                                                                                                                     5 SCHOOL STREET          Check           GM
                                                                                                                                                         B IR RESPONSE                        4.03.25 LS                                                                                                     RL Datum                                                                                                                                                                                                         POMONA, QLD, 4568        Approved                       Approved Date                   Signed                                                                             Sheet
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  A1
                                                                                                                                                                                                                                   A1 1:25                                                                                                                                                                                                                              CIVIL | STRUCTURAL | GEOTECHNICAL
                                                                                                                                                         A FOR APPROVAL                      10.12.24 LS                                                                                                                                                                                                              COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SUNSHINE COAST | BRISBANE | GOLD COAST                                         LACHLAN SWANN                  21.11.24                                                                  Status     FOR APPROVAL
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Document Set ID: 23679130
Version: 1, Version Date: 08/04/2025