S12884-210412-Store Local Stage 3 -For Approval

COMMENCING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S[C]




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               //
                                                                                                                                                                                                                                                                                                   USIL 9.250
                                                                              W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DSIL 6.600                                                                                                   USIL 6.550                                                                                                                                                                   WORK, FOR LOCATING ALL EXISTING SERVICES AND FOR REPAIR OF ANY
                                      PROPOSED 1.0m LONG 100∅ STUB @ 1 IN                                                                                                                                                                                                                          DSIL 8.000
                                                                                                                           S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SERVICES DAMAGED AS A RESULT OF THE WORKS.
                                                                                                                                     11.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         L 21.927m                                                                                                    DSIL 6.400
                                                                T[C]




                                      100 FOR DRIVEWAY DRAINAGE. REFER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         9. FOOTPATHS AND PRIVATE PROPERTY SHALL BE REINSTATED TO THEIR
                                                                                                                                                                                                                                                                                                   L 15.418m                                                                                                                                                                                                                                                                                          L 4.102m
                                      TO HYDRAULIC CONSULTANT'S                                                                                                                                                                                                                                                                                                                                                                                                                          G 1 in 15.89                                                                                                                                                                                                                                                                              ORIGINAL CONDITIONS.
                                                OH[C]




                                      DRAWINGS FOR DETAIL.                                                                                                                                                                                                                                         G 1 in 12.33                                                                                                                                                                          Qcap 122L/s                                                                                                  G 1 in 27.34                                                                                                                                                             10. THE CONTRACTOR'S ATTENTION IS DRAWN TO THE REQUIREMENTS OF THE
                                                                    W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               //
                                                                                                                                                                                                                                                                                                   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
                                                                                                                    S




                                                                                                                                                                                                                                                                                                   Q100flow 53L/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                           3.      ROADS AFFECTED BY WORKS ARE TO BE KEPT CLEAN. MATERIAL IS TO BE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SWEPT FROM ROAD SURFACE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          L 5.561m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              7.0
                                                                                                                                                                                                    (INCLUDES 16L/s FROM EXTERNAL                                                                                                         DSIL 6.040                                                                                                                                                        SW[C]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               4.      REPAIR ANY DAMAGE TO EXISTING KERB AND CHANNEL, FOOTPATH OR
                                                                                                                                                                                                    CATCHMENT)                                                                                                                            L 55.785m                                                                                                                                                                                        SW[C]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          G 1 in 92.67                                 ROADWAY THAT MAY OCCUR DURING ANY WORKS CARRIED OUT WITH THE
                                                                                                                                                                                                                                                                                                                                          G 1 in 14.3                                                                                                                                                                                                                                                                                                                                                                                     Qcap 197L/s                                  APPROVED DEVELOPMENT.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SW[C]                                                               MH6                                                                                                 Q100flow 165L/s
                                                                                                                                                                                                                                                                                               LOT 58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0           2          4            6m
                                                                                                                                                                                                                                                                                              RP 228905                                                                                                                                                                                                                                                                              SW[C]                                               1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SCALE 1:100 (A1)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               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

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          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                                B