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Reference Document - RAL23/0013.02 - Part 2 (As Published)

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                                                                                                                                                  MAJESTI
                                                                                                                                                                                                                                                                                                                                                                               REFER DRAWING 23539-SK101 FOR CONTINUATION
                                                                                                                                                                                                                                                                                                                        2                                        3                                                        4                                                                                                                                         6                                             7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      R

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                3m WIDE CONC. ACCESS FOR LOT 5
                                                                                                                                                                 E




                                                                                                                                                                                     W
                                                                                                                                                                                                                                                                                       89
                                                                                                                                      E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 LEGEND



                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING CONTOURS (0.5m INTERVALS)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       R
                                                                                                                                                            89                                                                                                                                                       INTERIM 1.5m STORMWATER EASEMENT (STAGE 1)                                                                                                                                                                                                                                                                                                                                                    PROPOSED CONTOURS (0.5m INTERVALS)
                                                                                                                                           89
                                                                                                                                                                                                                                                                                                                     TO BE EXTINGUISHED IN STAGE 2
                                                                                                                  E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING KERB & CHANNEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING DRAINAGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       R
                                                                                                                                                                                                                                                                                       90                                                                                                                                                                                                                                                                                                                                                                                                       S                  EXISTING SEWER




                                                                                                                                                                                             W
                                                                                                                              S

                                                                                                                                                                                                                                                                                                                     COMBINED RETAINING WALL / BATTER INTERFACE TO OPTIMISE                                                                                                                                                                                                                                                                                                                     W                  EXISTING WATER
                                                                                                                      E




                                                                                                                                                                                                                                                                  8                                                  LOT USAGE AND CONTAIN WORKS WITHIN THE SUBJECT LOT.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED KERB & CHANNEL
                                                                                                                                                                      90                                                                                       SP324164                                              FINAL CONFIGURATION TO BE DETERMINED DURING OPW PHASE.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        NOM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED STORMWATER DRAINAGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1:4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NOM
                                                                                                                                                      90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1:4
                                                                                                                                                                                                   W
                                                                                                                                  S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                R                  PROPOSED ROOFWATER DRAINAGE
                                                                                                                          E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 H0.0
                                                                                                                                                                                                                                                                                                      H1.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S                  PROPOSED SEWER
                                                                                                                                                                                                                                                                                       91                                                                                                                                                                                                                                                                                                                                                                                                       W                  PROPOSED WATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROVIDE DN150 STUB TO THE BOUNDARY TO




                                                                                                                                                                                                                                                                                                                                                                                                                                1:3* MAX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      C                                                                            PROPOSED TOP OF BATTER




                                                                                                                                                                                                                                                                                                                                                                                                                       VARIES
                                                                                                                                                                                                        W
                                                                                                                                              S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                AFFORD #35 PAVILION STREET PROVISION FOR
                                                                                                                                  E




                                                                                                                                                                                    91                                                                                                                                                                                                                                                                                                                                                                                                                                               SK103                                                                         PROPOSED TOE OF BATTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ROOFWATER CONNECTION. FUTURE PIT BY OTHERS.




                                                                                                                                                                                                                                                                                                                            NOM




                                                                                                                                                                                                                                                                                                                                                                         NOM
                                                                                                                                                                     91




                                                                                                                                                                                                                                                                                                                      1:3




                                                                                                                                                                                                                                                                                                                                                               1:3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         R
                                                                                                                                                                                                                   W                                                                                                                                                                                                                                                                                                                                                                                                                                                                           H1.0                PROPOSED RETAINING WALL HEIGHT
                                                                                                                                          E


                                                                                                                                                    S




                                                                                                                                                                                                                                                                                       92                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED ROAD PAVEMENT
                                                                                                                                                                           SC                                                                                                                         H0.0                                                                                                                                                                                                                                       F
                                                                                                                                                                                                                                                                                                                                                                                                                                                R          R                                                                             H1.3                                                                                                                                                                      PROPOSED CONCRETE PATHWAY
                                                                                                                                                                                             SC                                                                                                                                                                                                                    R
                                                                                                                                                                                                                                                                                                                                                                                          R       R                                                                                                                                             SK103                                                                                                                                                              PROPOSED CONCRETE DRIVEWAY
                                                                                                                                                                                S                 92         S                           S           S
                                                                                                                                                E




                                                                                                                                                                                92                                                                                  S              S        S                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED EARTHWORKS
                                                                                                                                                                                                                            W




                                                                                                                                                                                                                                                                                                                        A                                                            VARIES                                B                                                                                                                                                                                                                                                             CUT          FILL




                                                                                                                                                                                                                                                                                                                                                                                 R
                                                                                                                                                                                                                                                                                                                      SK103                                                                                            SK103




                                                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                                                       93                                                                                            1:7 MAX
                                                                                                                                                      E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BATTER SLOPE MANAGEMENT
                                                                                                                                                                                                                                 W




                                                                                                                                                                                                                                                                                                                                                                                 R
                                                                                                                                                                                                            93                                                                                                                                                                                                                                                                                                                                                                                                                                                                   < 1 : 4 SLOPES SHALL BE GRASSED




                                                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                             93
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         H0.0                                                                                                                                    1 : 3 SLOPES SHALL BE PLANTED*
                                                                                                                                                            E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         H0.0                                                                                                                                    1 : 2 SLOPES SHALL CONSIST OF LEVEL 1 FILL WITH PLANTING*




                                                                                                                                                                                                                                                                                                                                                                                                                                      1:100
                                                                                                                                                                                                                                                                                                                                                                                                                                                NOM
                                                                                                                                                                                                                                     W




                                                                                                                                                                                                                                                                                                                                                                                 R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 * PLANTING DETAILS TO BE DETERMINED DURING OPW PHASE

                                                                                                                                                                                                                                                                                                                                                                                                                         5
                                                                                                                                                                     E




                                                                                                                                                                                                                                                                                       94




                                                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                                                                                                          EXISTING                                                                                                                                                                                                                                     (#35)
                                                                                                                                                                                                                                                                                                                                                                                     VARIES
                                                                                                                                                                                                                                                                                                                                        DWELLING TO                                                                                                                                                                                                                                       3




                                                                                                                                                                                                                                                                                                                                                                                 R
                                                                                                                                                                                                                                             W




                                                                                                                                                                                                       94              94                                                                                                                                                            1:4 MAX
                                                                                                                                                                                                                                                                                                                                        BE RETAINED                                                                                                                                                                                                                                   RP809059
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                         1

                                                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                                           9                                                                                                                                                                                                                                                                                                                                                                                                      REFERENCE DOCUMENT




                                                                                                                                                                                                                                                                                                                                                                                 R
                                                                                                                                                                                                                                                                        SP324164
                                                                                                                                                                                                                                             W
                                                                                                                                                                           E




                                                                                                                                                                                                                                                                                       95                                                                                                                                                                                                                                                                                                                                                                                        RAL23/0013.02 30 MAY 2025
                                                                                                                                                                                                                                                                                                     S                                                                                                                                                                                                                                   H1.3




                                                                                                                                                                                                                                                                                                                                                                                 R
                                                                                                                                                                                                       95                   95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2
                                                                                                                                                                           E




                                                                                                                                                                                                                                             W




                                                                                                                                                                                                                                                                                                                                                                                                                                       NOM
                                                                                                                                                                                                                                                                                                                                                                                                                            1:3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 LOT 5                                                                                                                       RP864877
                                                                                                                                                                                                                                                                                                                        EXISTING SEWER AND WATER
                                                                                                                                                                                                                                                                                                     S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         H0.0




                                                                                                                                                                                                                                                                                                                                                                                 R
                                                                                                                                                                                         E




                                                                                                                                                                                                                                                                                                                       CONNECTIONS SERVICING LOT 1
                                                                                                                                                                           E




                                                                                                                                                                                                                                                                                                                              TO BE RETAINED
                                                                                                                                                                                                                                             W




                                                                                                                                                                                                                                                                                       96
                                                                                                                                                                                                                 PLACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                      7m
                                                                                                                                                                                                       E




                                                                                                                                                                                                                                                                                                                                                                                 R
                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                           E




                                                                                                                                                                                                       96                   96
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2
                                                                                                                                                                                                                            E




                                                                                                                                                                                                                                             W




                                                                                                                                                                                                                                                                                                               S                  S          S        S              S

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ENTRY MANOEUVRE                                                                                                 3
                                                                                                                                                                           E




                                                                                                                                                                                                                                     E
                                                                                                                                                                                                                 MAJESTIC




                                                                                                                                                                                                                                                                                                             PROVIDE DN150 STUB TO THE BOUNDARY TO AFFORD
                                                                                                                                                                                                                                                                                                             #29 & #31 PAVILION ST PROVISION FOR ROOFWATER                                                                                                                                                                                                                                               EXIT MANOEUVRE
                                                                                                                                                                                                                                                                                                             CONNECTION. FUTURE PITS BY OTHERS.
                                                                                                                                                                           E




                                                                                                                                                                                                                                             W




                                                                                                                                                                                                       97                   97
                                                                                                                                                                           E




                                                                                                                                                                                                                                             W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1
                                                                                                                                                                           E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LOT 6                                                     LOT 7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EXISTING ACCESS TO LOT 1 TO BE RETAINED
                                                                                                                                                                                                                                             W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LOT 1 ACCESS VEHICLE SWEPT PATH                                                         LOT 7 ACCESS VEHICLE SWEPT PATH
                                                                                                                                                                           E




                                                                                                                                                                                                                                                                                                                                       (#29)                                                             (#31)                                                                                                                                                                          STANDARDS AUSTRALIA B99 VEHICLE                             SCALE 1:200                 STANDARDS AUSTRALIA B99 VEHICLE (FWD-IN : REV-OUT)               SCALE 1:200




                                                                                                                                                                                                                                                                                                                                                                                                                                                               EMT A RP809059
                                                                                                                                                                                                       98                   98                                                                                                            6                                                                 5
                                                                                                                                                                                                                                             W




                                                                                                                                                                                                                                                                        (#27A)                                                        RP809059                                                          RP809059
                                                                                                                                                                           E




                                                                                                                                                                                                                                                                            1                                                                                                                                                                                                                                                                                  (#37)
                                                                                                                                                                                                                                                                        RP189023                                                                                                                                                                                                                                                                                  2                                                      1                                                                   4                                                             3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RP809059                                                RP154922                                                             2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RP864877                                                      RP864877
                                                                                                                                                                                                                                             W
                                                                                                                                                                           E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CONSTRUCT 4m x 0.9m CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BIN PAD IN FAVOUR OF LOTS 6 & 7
                                                                                                                                                                                                                                             W
                                                                                                                                                                           E




                                                                                                                                                                                                       99                   99

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1
                                                                                                                                                                           E




                                                                                                                                                                                                                                             W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3
J:\2023\23539SD2_33 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\1.RAL\#23539_CI_RAL.dwg




                                                                                                                                                                          E




                                                                                                                                                                                                                                             W




                                                                                                                                                                                                       100              100
                                                                                                                                                            E




                                                                                                                                                        E                            E                       E                       E

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 LOT 4                       LOT 5                                          LOT 6                                                           LOT 7
                                                                                                                                                                                                                                                                                                                   PAVILION               STREET
                                                                                                                                                                                                                                                 E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TURNING FACILITY VEHICLE SWEPT PATH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STANDARDS AUSTRALIA MEDIUM RIGID VEHICLE (3-POINT TURN)                        SCALE 1:200


                                                                                             COPYRIGHT ©                                                                                                                                                         Associated Consultants             Client                                                                                                                                 Drawn                                Verified                                                                Project                                                                           Drawing Title                                                                             Scale                      Sheet Size
                                                                                                                                                                                                                                                                                                                                                                                                                                           JF                                   JF
                                                                                             This drawing is subject to
                                                                                             copyright in accordance with
                                                                                                                                                                                                                                                                 SURVEYORS & PLANNERS               PSP DEVELOPMENTS P/L                                                                                                                                                                                                                                'POMONA 33' : RESIDENTIAL DEVELOPMENT ENGINEERING PLAN                                                                                                                          1 : 250 U.N.O.             A1
                                                                                             the agreement between TOD                                                                                                                                           LAND SURVEYING DYNAMICS (LSD)                                                                                                                                             Designed                             Verified
                                                                                             Consulting Pty Ltd (tc) and tc's              E          07.04.25             LOT 7 EARTHWORKS                                                               JF
                                                                                                                                                                                                                                                                 p 0412 666 516                                                                                                                                                            JF                                   JF                                                                      33 PAVILION ST, POMONA                SHEET 2 OF 2                                                                                                                          Drawing Number
                                                                                             client. This drawing shall only               D          19.12.23             RAL23/0013 PRELIM APPROVAL AMENDMENTS                                          JF
                                                                                             be used for this specific project.
                                                                                                                                           C          17.11.23             RAL23/0013 IR RESPONSE FURTHER ADVICE                                          JF
                                                                                                                                                                                                                                                                 e [email protected]                                                                                                                                          Approved                             RPEQ No                                                                 RP DESCRIPTION        4 / RP809059                                                                                                                                                  23539-SK102
                                                                                             This drawing shall not be used                                                                                                                                      w www.landsurveyingdynamics.com                                                          Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190                                                                                                                                        LOCAL AUTHORITY       NOOSA COUNCIL
                                                                                                                                           B          06.10.23             RAL23/0013 IR RESPONSE                                                         JF                                                                                                                                                                                                                                                                                            MCU APPROVAL          -                   HORIZ DATUM MGA 2020                                       0      10     20       30     40         50     60                     Sheet                       Revision
                                                                                             for construction until marked as                                                                                                                                                                                                                                        PO Box 61, Noosaville, QLD 4566                                       Signed
                                                                                                                                           A          18.07.23             ORIGINAL ISSUE                                                                 JF                                                                                              [email protected]     www.todconsulting.com                                                                                                                                         ROL APPROVAL          -                   VERT DATUM AHD
                                                                                             'Issued For Construction' in the
                                                                                             revision description.                        Rev           Date               Revision Description                                                          Drawn                                                                                                            ABN 39 128 805 336                                                                                                                                                            OPW APPROVAL          -                   RL DATUM    -                                                   MEASUREMENT BAR - INCREMENTS IN mm                                                               E
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