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Reference Document Engineering Plans MCU24/0074

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                dD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 dD
                                      dD
                                                                                                                                                                                                                                                                                                              EXISTING PIT TO BE DEMOLISHED
                                                                                                                                                                                                                                                                                                              AND NEW GULLY INLET TO BE




                                                                                                                                                                                                                                                                                                                                                                                        dD
                                                                                                                                                                                                                                                                                                              CONSTRUCTED OVER EXISTING
                                                                                                                                                                                                                                                                                                              STORMWATER PIPE                                                                                               BM: Nail in Kerb




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                dD
                                               dD
                                                                                                                                                                                                                                                        PROPOSED BIKE LANE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 dD
                                                                                                                                                                                                                                                                                                                                                                                                                            RL: 1.51                                  PROPOSED MODIFIED KERB RAMP IN
                                                                                                                                                                                                                                                                                                                                                                                                             PP                                                       ACCORDANCE WITH IPWEA STANDARD
                                                                                                                                                                                                                                                                                                                                                                                                        E           M
                                                                                                                                                                                                                                                                                                                                                                                                                  dW                                                  DRAWING RS-090 AND TO SUIT
                                                                                                                                                                                                                                                EXISTING KERB                                                                                                                                                                                                         EXISTING INVERT OF KERB LEVELS




                                                     dD
                                                                                                                                                                                                                                                                                                                                                                                              E                    E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            dD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 dD
                                                                                                                                                                                                                                                AND CHANNEL TO                                                                                                                                    M




                                                                                                                                                                                                                                                                                                                                                                                                               64
                                                                                                                                                                                                                                                                                                                                                                                    E        dW




                                                                                                                                                                                                                                                                                                                                                                                                             1.
                                                                                                                                                                                                                                                BE REMOVED                                                                                                                                                                  E
                                                                                                                                                                                                                                                                                                                                                                           E
                                                                                                                                                                                                                                                                                                                                                                              M
                                                                                                                                                                                                                                                                           E                                                                                                dW                                                       E




                                                             dD
                                                                                                                                                                                                                                                                                                                                                                                                                                                PP
                                                                                                                                                                                                                                                                        AC
                                                                                                                                                                                                                                                                                                                                                               E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            dD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 dD
                                                                                                                                                                                                                                                             R                                                                                       E
                                                                                                                                                                                                                                                           ER
                                                                                                                                                                                                                                                                                                                                                              M
                                                                                                                                                                                                                                                                                                                                                          dW
                                                                                                                                                                                                                                                        T                                                                                   E




                                                                                                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                           IE

                                                                  dD
                                                                                                                                                                                                                                                                                                                                           WM
                                                                                                                                                                                                                                         P                                                                                     E       d




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            dD
                                                                                                                                                                                                                                       YM
                                                                                                                                                  EXISTING TELSTRA PIT TO BE RAISED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 dD
                                                                                                                                                  / LOWERED TO MATCH NEATLY WITH                                                                                                                                     E




                                                                                                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                  PROPOSED FINISHED SURFACE LEVEL                                             G                                                                           E          dW
                                                                                                                                                                                                                                                                                                                        M




                                                                       dD
                                                                                                                                                                                                                                                                                                E




                                                                                                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                                                                                      M




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           dD
                                                                                                                                                                                                                                                                                                    dW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 dD
                                                                                                                                                                                                                                                                                     E




                                                                                                                                                                                                                                                                                  65
                                                                                                                                                EXISTING FIRE HYDRANT




                                                                                                                                                                                                                                                                                1.
                                                                             dD
                                                                                                                                                                                                                                                                           E         M                                                                                                                                                                                EXISTING KERB AND
                                                                                                                                                TO BE LOWERED / RAISED




                                                                                                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                                                                dW   WM                                                                                                                                                                               CHANNEL TO BE REMOVED




                                                                                                                                                                                                                                                                                70
                                                                                                                                                                                                                                                                    E
                                                                                                                                                                                                                                                                dT




                                                                                                                                                                                                                                                                               1.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           dD
                                                                                                                                                                                                                                                                  U
                                                                                                                                                                                                                                                                FH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 dD
                                                                                                                                                  EXISTING POWER POLE                                                                                  E        WM
                                                                                                                                                                                                                                                                d




                                                                                                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                  TO BE RELOCATED                                                                                                                                                                                                                                                                                                     DEMOLISH EXISTING GULLY INLET AND
                                                                                        dD                                                                                                                                                      dT
                                                                                                                                                                                                                                                  U
                                                                                                                                                                                                                                            E                                                                                                                                                                                                                         CONSTRUCT NEW GULLY INLET OVER
                                                                                                       PROPOSED FOOTPATH RAMP                                                                                                          PP        M                                                                                                                                                                                                              dD          dD
                                                                                                                                                                                                                                            dW                                                                                                                                                                                             dD                         EXISTING STORMWATER PIPE IN
                                                                                                       AT 5.0% MAXIMUM GRADE                                                                                                       E




                                                                                                                                                                                                                                                                                                                                                                                                                                            E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           dD
                                                                                                                                                                                                                                  dT
                                                                                                                                                                                                                              U                                                                                                                                                                                                                                       ACCORDANCE WITH NOOSA COUNCIL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                dD
                                                                                                                                                                                                                         E     M                                                                                                                                                                                                                                      STANDARD DRAWING RS-080
                                                                                                  dD


                                                                                              PROPOSED KERB AND CHANNEL                                                                                          dT          dW                                                                                                                                                                                                                                                                      dS
                                                                                                                                                                                                                     E




                                                                                                                                                                                                                              E
                                                                                              TYPE B1 AS PER NOOSA SHIRE




                                                                                                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                   U
                                                                                              STANDARD DRAWING RS-080                                                                                       E     M                PP
                                                                                                                                                                                                                dW                                                                                                                                                                                                                                                                                   dS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           dD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            dD
                                                                                                                                                                                                      dT
                                                                                                                                                                                                        U
                                                                                                                                                                                                  E
                                                                                                       dD




                                                         PROPOSED ATLAN BASIN




                                                                                                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                      M                                                                                                                                                                                                                                                                               dS
                                                                                                                                                                                   U     E
                                                                                                                                                                                        dT        dW

                                          EXISTING STORMWATER PIT TO BE                                                                                                      E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            dS




                                                                                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                                                 M




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           dD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            dD
                                                                                                                                                                              dW
                                                                                                             dD




                                          DEMOLISHED AND CONSTRUCT NEW
                                                                                                                                                                      dT
                                                                                                                                                                      E U
                                          KERB INLET PIT OVER EXISTING PIPE                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED BIORETENTION BASIN
                                                                                                                                                              E                                                                                                                                                                                                                                                                                                   dS AREA = 30m^2 MIN.
                                                                                                                                                                   WM




                                                                                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                                  d
                                                                                                                                                       dT
                                                                                                                                                    E
                                                                                                                                                         U                              BM: Nail in Kerb
                                                                                                                                                          66




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           dD
                                                                                                                                                                                        RL: 1.775                                                                                                                                                                                                                                                    dS
                                                                                                                       dD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            dD
                                                                                                                                                        1.

                                     EXISTING TELSTRA PIT TO BE RAISED
                                                                                                                                         dT E     dWM
                                                                                                                                        V dD




                                                                                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                        U
                                                                                                                              62




                                     / LOWERED TO MATCH NEATLY WITH                                                           E                                                                                                                                                                                                                                                                                                      dS                              PROPOSED 1.5m WIDE FOOTPATH AS
                                                                                                                          1.
                                                                                                                        dD




                                     PROPOSED FINISHED SURFACE LEVEL                                                                                          dD                                                                                                                                                                                                                                                                                                     PER NOOSA SHIRE COUNCIL RS-065
                                                                                                                   E
                                                                                                                   V
                                                                                                                   FHV




                                                                                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                                            dD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           dD
                                                                                                                                                                                                                                                                                                                                                                                                                       dS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            dD
                                                                                                              63




                                   EXISTING WATER VALVES TO BE                                         E
                                                                                                                     68
                                                                                                            1.




                                                                                                                                                                                             dD
                                                                                                                                  dWM




                                   RAISED / LOWERED TO MATCH NEATLY
                                                                                                                   1.




                                   WITH PROPOSED FINISHED SURFACE                                 E
                                                                                                                                                                                                                                                                                                                                                                                                      dS
                                                                                                                             dTU




                                                                                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                        dD




                                   LEVEL                         E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           dD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            dD
                                                                                                                                                                                                                                                                                                                                                                                     dS
                                                                        E
                                                                                                                                                                                                                                                                                                                                                                                                                                                    PP                                                                    NOTE:




                                                                                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                                                                                                                                                                                                                                                                                                EJ
                                                                                                                               dWM




                                                                  E                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS,




                                                                                                                                                                                                                                                                                                                                                                                                                                          46
                                                                                                                                                                                                                                                                                                                                                                      dS
                                                                                                                        dD




                                                                                                                                                                                                                                                                                                                                                                                                                                         1.
                                                                                                                             dTU




                                                         E                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING POWER POLE TO BE                           ALL IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           dD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RELOCATED                                           BUT NOT LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            dD
                                                E                                                                                                                                                                                                                                                                                                        dS




                                                                                                                                                                                                                                                                                                                                                                                                                                                          ALBERT ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ELECTRICAL AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          REMOVED FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR




                                                                                                                                                                                                                                                                                                                                                                                                                                          dTU
                                      E        PROPOSED 2.5m WIDE FOOTPATH AS
                                                                                                                              dWM




                                                                                                                                                                                                                                                                                                                                       dS




                                                                                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                        dD




                                               PER NOOSA SHIRE COUNCIL RS-065                                                                                                                                                                                                                                                                                                                                                                                                                                             TO ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
                                                                                                                            dTU




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN ACCORDANCE WITH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           dD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            dD
                                                                                                                                                                                                                                                                                                                              MH                                                                                                                                                                                          RELEVANT SERVICE PROVIDER SPECIFICATIONS AND STANDARD DETAILS




                                                                                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                                                                                                                                                                                                                                                                                                          dTU
                                                                                                                                                                                                                                                                                                                       dS
                                                    PROPOSED
                                                                                                                       dD




                                                                                                                                                                                                                                            6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LEGEND:
                                                                                                                              dWM




                                                    LANDSCAPING
                                                                                                                            dTU




                                                                                                                                                                                                                                                                                                                                                                                                                                                E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           dD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            dD
                                                                                                                                                                                                                                                                                                                                                                                                                                                    PP
                                                                                                                                                                                                                                                                                                                                                                                                                                                    Stay Pole
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.00                                PROPOSED MAJOR CONTOURS




                                                                                                                                                                                                                                                                                                                       dS
                                                                                                                       dD




                                                                                                                                                                                                                                                                                                                                                                                                                                                           7.4m
                                                                                                                                                                                                                                                                                                                                                                                                                                          dTU
                                                                                                                                                                                                                                                                                       6m                                                                                                                                                                                                                                                                                           PROPOSED MINOR CONTOURS
                                                                                                                              dWM




                                          dE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           dD
                                                                                                                            dTU




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            dD
                                                    dE




                                                                                                                                                                                                                                                                                                                                                                                                            6m
                                                                  dE
                                                                            dE                                                                                                                                                                                                                                                                                                                                                                                                                                             /    /   /   /   /   /   /   /   /   /       /   /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING POWER POLE STAY TO
                                                                                             dE
                                                                                                       dE




                                                                                                                                                                                                                                                                                                                       dS
                                                                                                                       dD




                                                                                                                       dE                                                                                                                                                                                                                                                                                                                                             BE RELOCATED                                                                                                  PROPOSED RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                          dTU
                                                                                 THOMAS ST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           dD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                dD
                                                                                                                              dWM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED STORMWATER
                                                                                                                            dTU




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED VEHICLE CROSSOVER




                                                                                                                                                                                                                                                                                                 LO
                                                                                                                                                                                                                                                                                                    5.4 BAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TO BE CONSTRUCTED IN



                                                                                                                                                                                                                                                                                                     NG




                                                                                                                                                                                                                                                                                                                       dS
                                                                                                                   dD




                                                                                                                                                                                                                                                                                                       m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ACCORDANCE WITH IPWEAQ




                                                                                                                                                                                                                                                                                                                                                                                                                                          dTU
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      STANDARD DRAWING RS-051                                                                                       PROPOSED CONCRETE PATH / SLAB




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           dD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 dD
                                                                                                                              dWM
                                                                                                                            dTU




                                                                                                                                                                                                                                                                                        AY                                                                                                                                                                                                                                                                                          PROPOSED CONCRETE DRIVEWAY
                                                                                                                                                                                                                                                                                     1 B 2.5m                                                                                                                                                                         PROPOSED KERB AND CHANNEL
                                                                                                                                                                                                                                                 LO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      dD




                                                                                                                                                                                                                                                                                                                      dS
                                                                                                                   dD




                                                                                                                                                                                                                                                      7.4 BAY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TYPE B1 AS PER NOOSA SHIRE
                                                                                                                                                                                                                                                                            AY        @
                                                                                                                                                                                                                                                       NG




                                                                                                                                                                                                                                                                                                                                                 m
                                                                                                                                                                                                                                                                         1 B .5m                                                           2.5
                                                                                                                                                                                                                                                         m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      STANDARD DRAWING RS-080




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           dD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     dD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED LANDSCAPING / TURF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 dD
                                                                                                                                                                                                                                                                            3                                                        @
                                                                                                                                                                                                                                                                          @                                                     YS
                                                                                                                                                                                                                                                                                                                              BA
                                                                                                                            dTU
                                                                                                                              1.dWM




                                                                                                                                                                                                                                                                                                                         11                                                                                                                                                                                                                                                         PROPOSED BIORETENTION BASIN
                                           PROPOSED RAMP AND FOOTPATH
                                                                                                                                66
                                                                                                                   dD




                                           CROSSING AS PER NOOSA SHIRE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           dD
                                           STANDARD DRAWING NSD-9006E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 dD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               REFER TO DWG 003 FOR EXISTING LEGEND
                                                                                                                            dTU
                                                                                                                              dWM
                                                                                                                   dD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       dD
                                                                                                                                  dTU




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 dD
                                                                                                                                                                                                                                                                                  LO
                                                                                                                                                                                                                                                                                    5.4 BAY
                                                                                                                                                                                                                                                                                    NG
                                                                                                                                                                                                                                                                                       m




                                                                                                                                                                                                                                                      5.4m
                                                                                                                            dTU
                                                                                                                              dWM




                                                              EXISTING TOP OF GULLY                                                                                                                                                                                                                                                                                                                                                                         dD             dD

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