Approved Plans - OPW21/0103

15.418m
                                                                                         S




                                         TO HYDRAULIC CONSULTANT'S                                                                                                                                                                                                                                                                                                                                                                                                   G 1 in 15.89                                                                                                         L 4.102m                                                                                                                                                                            ORIGINAL CONDITIONS.
                                                      OH[C]




                                         DRAWINGS FOR DETAIL.                                                                                                                                                                                                                                             G 1 in 12.33                                                                                                                                                                                                                                                                    G 1 in 27.34                                                                                                                                                                    10. THE CONTRACTOR'S ATTENTION IS DRAWN TO THE REQUIREMENTS OF THE
                                                                             W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Qcap 122L/s




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    //
                                                                                                                                                                                                                                                                                                          Qcap 138L/s                                                                                                                                                                                                                                                                                                                                                                                                                                                         WORKPLACE HEALTH AND SAFETY ACT 2011. ALL WORK IS TO BE CARRIED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Q100flow 53L/s                                                                                                       Qcap 93L/s




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              7.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OUT IN ACCORDANCE WITH THIS ACT AND IN PARTICULAR THE CONTRACTOR
                                                                                                                                                                                                                                                                                                          Q100flow 53L/s
                                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S[C]
                                              EP                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Q100flow 75L/s                                                                                                                                                                      IS TO ENSURE THE REQUIREMENTS OF THIS SPECIFICATION WITH REGARD TO
                                                                                                                                                                                                                                                                      GP2                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     'NOTIFICATION IN RELATION TO A NOTIFIABLE PROJECT'S ARE FULFILLED.
                                                                                                                                                GP1                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       11. ALL GULLIES TO BE 'LIP IN LINE' TYPE IN ACCORDANCE WITH LOCAL
                                                                                                                                                                   S
                                                                                                                                                                        0                                                                                                 1                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   AUTHOURITY STANDARD DRAWINGS.
                                                                                                                                                                    11.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                //
                                                                        SW[C]                                                                          1                                         S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          12. PIPES SHALL NOT BE LAID WITHIN THE ZONE OF INFLUENCE OF STRUCTURAL
                                                                                                                                                                                                                               S
                                                ]




                                                                                                                                                                                                                    10.5
                                                                                                                                                              //
                                              T[C


                                                      W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LOADINGS UNLESS BRIDGING OF THE LOAD IS PROVIDED. ANY BRIDGING IS TO
                                                                                                                        SW[C]                                                                   //
                                                                                                                                                                                                                  >                      >     S                          10.
                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BE DESIGNED BY A RPEQ.
                                                                                                                                                                                                                                                          >           S
                                                                                                                                                                                                                                                                                  >                                                                             9.5          GP3                                                                                                                                                                                                                                                                                                                                                                                          13. BENCHING OF PIT STRUCTURES SHALL HAVE A SMOOTH FINISHED SURFACE,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S[C]
                                   ]
                                  [C




                                                                                                                                                                                    SW[C]                                                                                                     S
                                                                                                                                                                                                                                                                                                         >
                               OH




                                                                                                                                                                                                                                                                                                                    S    >                      >                                1                                                 9.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              AND PIPES SHALL NOT PROJECT INSIDE THE SHAFT OF THE PIT.
                                                                                                                                                                                                                              SW[C]      REFER TO STRUCTURAL                                                                           S                                >                    >                                                                                                                                                                                                                                                                                                  7.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          14. ALL ROOFWATER OUTLETS TO KERB TO BE MADE WITH FULL HEIGHT KERB
                                          W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ADAPTOR IN ACCORDANCE LOCAL AUTHORITY STANDARD DRAWINGS.
                                                                                                                                                                                                                                         DRAWINGS FOR STORMWATER
                                                                                                                                                                                                                                                     SW[C]                                                                                                      S                                                >                        >                                                                                                                                8.0                                                                                                PROPOSED 1.0m LONG 300∅ STUB @
                                                                                                                                                                                                                                         PENETRATIONS/BRIDGING.                                                                                                                      S                                                                   >                 >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1in100. REFER TO HYDRAULIC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONSULTANT'S DRAWINGS FOR DETAIL.
                                                                                                                                                                                                                                                                                             SW[C]                                                                                                       S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >                    >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               //
                                                                                                                                                                                                           225∅ uPVC (SN8)                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >                                                                                                                                      IL 6.350 (ROOFWATER 90L/s)                                                                  MINOR EROSION &
                                                                                                                                                                             5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   7.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >
                                                                                                                                                                          10.7




                                                                                                                                                                                                                  0
                                                                                                                          0




                                                                                                                                                                                                                                                                                                                             SW[C]                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           S[C]
                                                                                                                                                                                                                 10.5
                                                                                                                        11.0




                                                                                                                                                                                                           USIL 9.900                                                                                                                                                                                                                                                  S                                                                                                                  >                          >                                             MH5                                                                                                    SEDIMENTATION NOTES:
                                                                                                                                                                                                                                                                                                                                 9.75




                                                                                                                                                                                                                                                                                                                                                                                                                          //
                                                                                                                                                                                                           DSIL 9.300                                                                                                                                           SW[C]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       S                                                                                                                                                 >                >                                                                   7.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                                                                                  10.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >
                                                                                                                                                                                                                                                                                                                                                                        9.50
                                                                                                                                                                                                                                                                                         10.00




                                                                                                                                                                                                           L 7.302m                                                                                                                                                                                                                                                                                      S                                                                                                                                                                                                                                                                1.      FOLLOWING STORMS, THE ROAD RESERVE AND SEDIMENT BARRIERS ARE TO
                                                                                                                                                                                                                                                                                                                                                                                             SW[C]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    GP4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               375∅ RCP (2)                                       BE INSPECTED AND ALL SEDIMENT RESIDUES ARE TO BE REMOVED. OPEN
                                                                                                                                                                                                           G 1 in 12.17
                                                                                                                                                                                                                                                                                                                                                                                                              9.25
                                                                      5




                                                                                                                                                                                                                                                                                                                                                                                                                               SW[C]                                                                                                          S                                                          1                                                                                                                                                                        PIPES AND GULLY PITS DURING CONSTRUCTION ARE TO BE CAPPED.
                                                                 11.2




                                                                                                                                                                                                           Qcap 139L/s                                                                                                                               EX. 450∅                                                                                                                                                                                                   S                                                                                                                                                              USIL 6.300                                 2.      OR PLUGGED (SOLID OR FILTER CLOTH) AT THE END OF EACH DAYS WORK.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               //
                                                                                                                                                                                                           Q100flow 53L/s                                                                                                                            USIL 9.951                                                                      -                    SW[C]                                                                                                                               S                          S                    S                S                                                               DSIL 6.240
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S[C]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          3.      ROADS AFFECTED BY WORKS ARE TO BE KEPT CLEAN. MATERIAL IS TO BE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SWEPT FROM ROAD SURFACE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               L 5.561m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   7.0
                                                                                                                                                                                                                                                                                                                                                     DSIL 6.040
                                                                                                                                                                                                           (INCLUDES 16L/s FROM EXTERNAL
                                                                                                                                                                                                           CATCHMENT)                                                                                                                                L 55.785m                                                                NOOSA COUNCIL                                            SW[C]

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SW[C]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               G 1 in 92.67
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          4.      REPAIR ANY DAMAGE TO EXISTING KERB AND CHANNEL, FOOTPATH OR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ROADWAY THAT MAY OCCUR DURING ANY WORKS CARRIED OUT WITH THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Qcap 197L/s                                        APPROVED DEVELOPMENT.

                                                                                                                                                                                                                                                                                                   LOT 58
                                                                                                                                                                                                                                                                                                                                                     G 1 in 14.3                                                             APPROVED PLAN                                                                                                     SW[C]                                                                      MH6                                                                                                  Q100flow 165L/s
                                                                                                                                                                                                                                                                                                  RP 228905                                                                                                                OPW21/0103 13 JUL 2021                                                                                                                    SW[C]                                                   1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SCALE 1:100 (A1)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0           2          4            6m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S[C]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    NOTE:                                                                    SW[C]       SL9.140
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CONTRACTOR TO REINSTATE BLOCK                                                                                                                              (SCALE BEFORE REDUCTION)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OWNER'S CONSENT REQUIRED FROM LOT 58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RETAINING WALL AFTER CONSTRUCTION
                                              NOT FOR CONSTRUCTION                                                                                                                                                      ALL DISTURBED VERGE AREAS TO BE TURFED UPON                                                                                                                                                       PLAN                                                                                                      ON RP228905 TO CONSTRUCT WORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WITHIN NEIGHBOURING PROPERTY.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         OF STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SW[C ]         PIPE. ENSURE NO
                                                                                                                                                                                                                        COMPLETION OF WORKS.                                                                                                                                                                             SCALE 1:100                                                                                                                                                                                                                     LOADS ARE IMPOSED ON PIPE.                                                                                                                     REAL PROPERTY DESCRIPTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SW[C]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LOT 59 ON RP228906




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             © MILANOVIC NEALE CONSULTING ENGINEERS
ALL SCALES ARE AS SHOWN (A1)
DO NOT SCALE FROM DRAWING




                               REV.                               DESCRIPTION                                                                                                    DATE                       INIT.                                                                                                                                                              CONTACT DETAILS                                     CLIENT                                                                                                     PROJECT                                                                                                              TITLE                                                                                                                            DRAWN               DESIGNED         DATE
                                A             FOR CLIENT REVIEW                                                                                                                 23.02.21                     SM                                                                                                                                                                E [email protected]                                                                                                                                                                                                                                                                                                                                                                                                           SM                SM               FEB 2021
                                B             FOR APPROVAL                                                                                                                      09.04.21                     SM                                                                                                                                                                W www.mnce.com.au
                                C             COUNCIL RFI                                                                                                                       31.05.21                     SM
                                D             COUNCIL RFI RE-ISSUE                                                                                                              25.06.21                     SM                                                                                                                                                                                                                                                                                                                                        STORE LOCAL - NOOSAVILLE                                                                                                    STORMWATER DRAINAGE                                                                                              CHECKED             APPROVED

                                                                                                                                                                                                                                                                                                                                                                                                                                                        STORELOCAL PTY LTD                                                                                                                                                                                                                                                                                                                                  DH

                                                                                                                                                                                                                              BRISBANE                         IPSWICH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STAGE 3                                                                                                                 LAYOUT PLAN                                                                                                  DRAWING No.                                  REV.
                                                                                                                                                                                                                                                                                                         SYDNEY                         GOLD COAST
                                                                                                                                                                                                                              PH No. (07) 3255 1877            PH No. (07) 3281 6603                     PH No. 1300 827 901            PH No. 1300 827 901                                                                                                                                                                                                                                                                                                                                                                                                                                            S12884 - CD01                                D