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Attachment 2 - Preliminary Stormwater Managment Plan

Attached to the e-mail Response to Information Request MCU16/0130.

of 2

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       T
                                                                                                                                                                                                                                                                         19.5                                                                                                                                                                                                                                                                                                  T

                                                                                                                                                                                                                                                                                                                                            20.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     19                                                                                                                            T                                                                       LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            T
                                                                                                                                                                                                                                                                                                                                                         .5
                                                                                                                                                                                                                                                                                                                                                       19                                                                                                                                                                                                                                                                                                                        PROPOSED BARRIER TYPE KERB
                                                                                                                                                                                                                                                                                                                                                                                                                        19.5
                                                                                                      TO NO
                                                                                                                  OSA C                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED EDGE OF BITUMEN
                                                                                                                            IVIC
                                                                                                                                                                                                                                                                                                                                                     EUMUNDI NOOSA RO                                                                                                                                                                                                                                                                                                            PROPOSED PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                                           AD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       18.5
                                                                                                                                                                                                                                                                                                                                                                       19.5                                                                                                                                                                                                                                                                                                      EXISTING KERB AND CHANNEL
                                                                                                                                                                                                                                                                                    19.0




                                                                                                                                                                                       18




                                                                                                                                                                                                                                                                                                                                                                19.5
                                                                                                                                                                                         .5
                                                                                                                           18




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING EDGE OF BITUMEN
                                                                                                                            .0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TO N
                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING CONCRETE                                                                                                                                           OOS                                                                                          EXISTING TOP OF BANK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        A           RIVE
                                                                                                                                                                                                                                                                                                                                                                                                                        ACCESS TO REMAIN                                                                          19.0                                                                                              R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING TOE OF BANK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .5
                                                                                                                                                                                                                                                                                                                                                                                           19.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        18
                                                                                                                                                                                                                                                                                                                                                                 19.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1   9.           EXISTING CONTOUR (0.5m INTERVAL)




                                                                                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                                                                                                                                                          19.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING FENCE
                                                                                                                                                                                                                                                                                W           W                   W           W               W          W                 W                      W              W                       W                  W                   W                     W       W
                                                                                                    W                  W                 W                    W                    W                   W                           W                          W
                                                                                                                                                                                                                                          5
                                                                                                                                                                                                                                           18
                                                                                                                                                                                                                                              .                                                                                                                                                                                                                                                                          W                                                                                                                                  W                    EXISTING WATERMAIN
                                                                                                      T                T                  T                       T                T                   T                                                                        T              T                T            T               T          T                 T                     T               T                      T                   T                      T                 T       T                               W
                                                                                                                                                                                                                                      T                          T
                                                                                                                                                                                                                                          W                          W              W              W                W            W               W          W                 W                     W               W                      W                   W                      W                 W                T                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            T                    EXISTING TELECOMMUNICATION
                                                                                                          W                W                  W                       W                W                   W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            9.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        191.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .5                           W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           18                                                                                               S                    EXISTING SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                  18.0




                                                                                                                                                                                                                                                                                                                            JOIN PAVEMENT                                                                                                                                                                                                                                              T




                                                                                                                                                                                                                                                                                                                                                                                                                                                  3.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W                           D                    EXISTING STORMWATER
                                                                                                                                                                                                                                                                                                                            NEATLY TO EXISTING                                                                                                                       6.300                                                                                                     W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               4.66                                                                               T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        9
                                                                                                                                                                                                                                                                                                                            CONCRETE FOOTPATH                                                                                                                                                                                                                                                      W                                                                             EXISTING OVERHEAD POWERLINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          W




                                                                                                                                                                                                                                                                                                                                                                                                                                               2.100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CONSTRUCT 'TYPE A' HEAVY DUTY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         VEHICLE CROSSING AS PER IPWEAQ




                                                                                                                                                                                                                                                                                                                            19




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         STANDARD DRAWING RS-051 JOIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           19.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                18
                                                                                                                                                                                                                                                                                                                             .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NEATLY TO EXISTING
                                                                                                                                                                                                                                                                         EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RELOCATE EXISTING HYDRANT CLEAR




                                                                                                                                                                                                                                                                                                                                     19
                                                                                                                                                                                                                                                                         BUILDING




                                                                                                                                                                                                                                                                                                                                       .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         OF NEW DRIVEWAY, ACCORDANCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         WITH UNITYWATER STANDARDS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   19.0
                                                                                                                                                                                                                                                                                                                                                                                  FALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                       BUILDING
                                                                                                                                                           17.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                    LOT 8 RP131667                                                                                                                    LOT 1 RP849431                                                                                                                                                                                           LOT 1 RP23091                                                                                                    LOT 61 RP69404                                                  LOT 1 RP129020

                                                                                                                                                                                                                               18
                                                                                                                                                                                                                                 .0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  18.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                                                          6.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ADJUST SEWER MANHOLE




                                                                                                                                                                                                                                                                                                                                                                                                                               6.000
                                                                                                                                                                                                                                                                                    EXISTING                                                                                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                                    BUILDING                                                                                                                                                                                                                                                                                               S                                             LID TO SUIT NEW LEVELS
                                                                                                                                                  17
                                                                                                                                                      .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           18.0
                                                                                                                                                                                                                                                                                                                                                                                         18.5




                                                                                                                                                                                                                                                                                                                                                                                    18.5
                                                                                                                                                                                                                                                                                                                             18.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                18.5
                                                                                                                                                                                                               PROPERTY BOUNDARY




                                                                                                              S                  S                  S                     S                   S                S                                       17.
                                                                                                                                                                                                                                                             5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                18.0
                                                                                                                                16                                                                                                                                                                                                                                                                                                                                                                          EXISTING
                                                                                                                                  .5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             17.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BUILDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         18.0
                                                                                                     D
                                                                                                                                                                                                                                                                                                                                                                                                                               LL
                                                                                                                                                                                                                                                                                                                                                                                                6.200




                                                                                                                                                                                                                                                                                                                                                                                    18.0                                 FA
                                                                                                                                                                                                                                                                                                                                                                                2.600
                                                                                                                   D


                                                                                                                                                                                   A
                                                                                                                                     D
                                                                                                                                                                               SK002                                                                  SW
                                                                                                                                                                                                                      SW
                                                                                                                                                                                                                                                                                                                                                                                                5.400




                                                                                                                                                                                                  SW
                                                                                                                                                                              SW                                                                       17.
                                                                                                                                                                                                                                                          0
                                                                                                                                                  D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    17.5
                                                                                                                                                                      D                                                                                                                                             18.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            17.5
                                                                                                                                                                                                                                                                                                                                            17.5
                                                                                                                                                                                                                                                                                                            17.5
                                                                                                                                                                                                       D                                          D                      D              D              D                D




                                                                                                                       CONNECT BASIN OUTLET                                                                                                                                             WATER QUALITY/DETENTION                               STONE PITCHED OVERLAND                                                                   LANDSCAPED BUND TO PROVIDE
                                                                                                                       PIPES TO EXISTING                                                                                                                                                BASIN IN ACCORDANCE WITH                              FLOW CHANNEL TO BASIN                                                                    STORMWATER PROTECTION TO
                                                                                                                       STORMWATER                                                                                                                                                       AQUAINTEL STORMWATER                                                                                                                           DOWNSTREAM PROPERTIES.
J:\2016\16789BD1_Middap_101-105_Noosa_Eumundi_Road Carpark\4.CADD\#ACAD\16789_CIVIL.dwg




                                                                                                                                                                                                                                                                                        MANAGEMENT PLAN                                                                                                                                CARK PARK TO SERVE AS MAJOR
                                                                                                                                                                                                                                                                                                                                                                                                                                       STORM DETENTION FACILITY
                                                                                                                       LOT 46 SP132578                                                                                                                           LOT 62 SP132578                                                                                                                                                                                                                                LOT 61 RP69404




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0      2     4   6       8      10m
                                                                                             46




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1:200 @ A1           1:400 @ A3

                                                                                               COPYRIGHT ©                                                                                                                                        Associated Consultants                               Client                                                                                                                                             Drawn                                 Verified          Project                                                                                                               Drawing Title                                                           Scale                    Sheet Size
                                                                                          This drawing is subject to                                                                                                                                                                                                                                                                                                                                      NV                                    SP
                                                                                          copyright in accordance with the                                                                                                                                                                             NC OLIVER                                                                                                                                          Designed                              Verified
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  101 EUMUNDI ROAD, NOOSAVILLE                                                                                          GENERAL ARRANGEMENT PLAN                                                AS SHOWN A1
                                                                                          agreement between Tod
                                                                                          Consulting pty ltd (tc) and tc's
                                                                                          client. This drawing shall only be
                                                                                                                                                                                                                                                                                                       PROPERTIES P/L                                                                                                                                     NV                                    SP                                                                                                                                                                                                              Drawing Number
                                                                                                                                                                                                                                                                                                                                                                                                                                                          Approved                              RPEQ No
                                                                                          used for this specific project.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RDP                            LOT 1 RP230931                                                                                                                                                    16789-SK001
                                                                                          This drawing shall not be used
                                                                                                                                                                                                                                                                                                                                                                                                Noosa: 07 5449 9600                                                                                               LOCAL AUTHORITY                NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                                                                                                                                                                                                                          Signed                                                  MCU APPROVAL                                   HORIZ DATUM                                                                            0           10      20   30   40   50    60             Sheet                     Revision
                                                                                          for construction until marked as                                                                                                                                                                                                                                                               PO Box 61, Noosaville, QLD 4566
                                                                                                                                     A   01.02.17 ISSUED FOR APPROVAL                                                              NV                                                                                                                                                                                                                                                                             ROL APPROVAL                                   VERT DATUM
                                                                                          'issued for construction' in the
                                                                                          revision description.                  Rev Date Revision Description                                                                 Drawn
                                                                                                                                                                                                                                                                                                                                                                              [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                                                                                                                                                                                ABN 39 128 805 336
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  OPW APPROVAL                                   RL DATUM                                                                                   MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1 of 2               A
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Attachment 2 - Preliminary Stormwater Managment Plan.pdf · 456 KB (small file)

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Page 2

                                                                                                                                                                   LANDSCAPED BUND                           300mm FREEBOARD                                                                                       Q10 DETENTION                                  Q100 DETENTION
                                                                                                                                                                                                                                                                                                                   CONTAINED WITHIN BASIN                         PERMITTED TO INUNDATE CAR PARKING AREA




                                                                                                                                                                                                                                     300mm WATER QUALITY                                                                                          BIORETENTION BASIN
                                                                                                                                                                                                                                     EXTENDED DETENTION DEPTH                                                                                     SUBSOIL CLEANOUT POINT



                                                                                                                                                                                                                                                                                                                                                                                                            STONE PITCHED OVERLAND
                                                                                                                                                                                                                                                                                                                                                                                                            FLOW CHANNEL TO BASIN




                                                                                                                                                    CONNECT TO EXISTING PIT                         2/Ø100 OUTLET PIPES        600x600 BASIN OUTLET PIT                                                        BIORETENTION BASIN IN ACCORDANCE WITH
                                                                                                                                                                                                    TO REGULATE OUTFLOW                                                                                        AQUAINTEL STORMWATER MANAGEMENT PLAN




                                                                                                                                                                                                                                                                            INDICATIVE SECTION                                  A
                                                                                                                                                                                                                                                                            1:50 @ A1                             1:100 @ A3   SK001
J:\2016\16789BD1_Middap_101-105_Noosa_Eumundi_Road Carpark\4.CADD\#ACAD\16789_CIVIL.dwg




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0     0.5    1   1.5     2      2.5m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1:50 @ A1            1:100 @ A3

                                                                                               COPYRIGHT ©                                                                       Associated Consultants         Client                                                                                              Drawn              Verified             Project                                           Drawing Title                                                     Scale                    Sheet Size
                                                                                          This drawing is subject to                                                                                                                                                                                                NV                 SP
                                                                                          copyright in accordance with the                                                                                     NC OLIVER                                                                                            Designed           Verified
                                                                                                                                                                                                                                                                                                                                                            101 EUMUNDI ROAD, NOOSAVILLE                      TYPICAL SECTION                                                   AS SHOWN A1
                                                                                          agreement between Tod
                                                                                          Consulting pty ltd (tc) and tc's
                                                                                          client. This drawing shall only be
                                                                                                                                                                                                               PROPERTIES P/L                                                                                       NV                 SP                                                                                                                                       Drawing Number
                                                                                                                                                                                                                                                                                                                    Approved           RPEQ No
                                                                                          used for this specific project.
                                                                                                                                                                                                                                                                                                                                                            RDP               LOT 1 RP230931                                                                                       16789-SK002
                                                                                          This drawing shall not be used
                                                                                                                                                                                                                                                                        Noosa: 07 5449 9600                                                                 LOCAL AUTHORITY   NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                        Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                                                                                    Signed                                  MCU APPROVAL                      HORIZ DATUM                     0     10     20    30     40    50       60       Sheet                     Revision
                                                                                          for construction until marked as                                                                                                                                       PO Box 61, Noosaville, QLD 4566
                                                                                                                                A   01.02.17 ISSUED FOR APPROVAL           NV                                                                                                                                                                               ROL APPROVAL                      VERT DATUM
                                                                                          'issued for construction' in the
                                                                                          revision description.                Rev Date Revision Description             Drawn
                                                                                                                                                                                                                                                      [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                                                        ABN 39 128 805 336
                                                                                                                                                                                                                                                                                                                                                            OPW APPROVAL                      RL DATUM                            MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2 of 2               A

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