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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING CONTOURS (0.5m INTERVALS)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ENANT




                                                                                                                                                                                                                                           EXIST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   N COV




                                                                                                                                                                                                                                     1:3
                                                                                                                                                                                                                                                                                                      84                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED CONTOURS (0.5m INTERVALS)




                                                                                                                                                                                                                                                                             1:3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ETATIO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    IDE VEG                                                                                                                                                                                                                                                                                                 EXISTING KERB & CHANNEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10m W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING DRAINAGE




                                                                                                                                                                                                                                                                                           85
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S                 EXISTING SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            A DAM CONTAINING NO MORE THAN 500m³ MAY BE                                                                                    W                 EXISTING WATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            INSTALLED TO LOT 8 OUTSIDE OF THE COVENANT AREAS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED KERB & CHANNEL
                                                                                                                                                                                                                    600
                                                                                                                                                                                                                                                                                                                                            601                                                                                                                                                                                              8                                                                                                                                                                                                                                                              PROPOSED STORMWATER DRAINAGE
                                                                                                                                                                                                                  SP324164                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                R                 PROPOSED ROOFWATER DRAINAGE




                                                                                                                                                                                                                                                                                   SEDIMENT FOREBAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S                 PROPOSED SEWER
                                                                                                                                                                                                                          ADDITIONAL                                                                           1:4                         1:3                                                                                                                                                                                                                                                                    AN AREA OF SHALLOW CUT IS TO BE PROVIDED WITHIN THE FLOODPLAIN IN LOT 8,
                                                                                                                                                                                                                        BIORETENTION                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      W                 PROPOSED WATER
                                                                                                                                                                                                                             AREA                                                                              TYP                                                                                                                                                                PRE-DEVELOPED FLOOD EXTENT.                                                                                                     CLEAR OF THE VEGETATION COVENANTS, TO OFFSET THE LOSS OF FLOODPLAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  REFER STORMWATER MANAGEMENT PLAN                                                                                                STORAGE. REFER STORMWATER MANAGEMENT PLAN (BY OTHERS).                                                                                                                                    PROPOSED TOP OF BATTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  (BY OTHERS)                                                                                                                                                                                                                                                                                                               PROPOSED TOE OF BATTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         H1.0               PROPOSED RETAINING WALL HEIGHT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED ROAD PAVEMENT
                                                                                                                                                                                                                                                                                             86
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED CONCRETE PATHWAY
                                                                                                                            SC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      STAGE 3 TOE OF BATTER                                                                                 PROPOSED CONCRETE DRIVEWAY
                                                                                                              S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1:2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED EARTHWORKS
                                                                                                                    W




                                                                                                                                                                   AUGMENTATION OF EXISTING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CUT          FILL
                                                                                                                                                                   BIORETENTION/DETENTION BASIN & WEIR PER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STAGE 2 TOE OF BATTER
                                                                                                                        S




                                                                                                                                                                   STORMWATER MANAGEMENT PLAN (BY OTHERS)                                                                                                                                         1:4
                                                                                                                                                                                                                                                                                                                                                 NOM                                                                                                                                                                                                                                                                                                                                                                                                                        STAGING
                                                                                                                    W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1:2                                                                                                                                                                                                                                                                               STAGE 1 : LOT 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STAGE 2 : LOTS 2-7 & 601
                                                                                                                        S




                                                                                                                                                                                                                                        6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STAGE 3 : LOT 8
                                                                                                                                                                                                                                     SP324164
                                                                                                                    W




                                                                                                                                                                                 JOIN NEW FOOTPATH &                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BATTER SLOPE MANAGEMENT
                                                                                                                                                                                 ROAD NEATLY TO EXISTING                                                   CONNECT TO EXISTING SEWER
                                                                                                                        S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            < 1 : 4 SLOPES SHALL BE GRASSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LOT 8                                                                                                                                                                                                        1 : 3 SLOPES SHALL BE PLANTED*
                                                                                                                                                                                                CT177.313




                                                                                                                                                                                                                                                                                                                CT204.384




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1:100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NOM
                                                                                                                                                                                                                                                                                                                                                 TC211.65
                                                                                                                    W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BUILDING PLATFORM                                                                                                                                                                                                   1 : 2 SLOPES SHALL CONSIST OF LEVEL 1 FILL WITH PLANTING*




                                                                                                                                                                                                                                                                                                                                                                                                         1:4
                                                                                                                                                                                                                                                                                             87                                                                                                                                                                                                                                                               (800m²)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      280
                                                                                                                                                                                                            180




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            * PLANTING DETAILS TO BE DETERMINED DURING OPW PHASE
                                                                                                                                                                                                                      183




                                                                                                                                                                                                                                                   190




                                                                                                                                                                                                                                                                                   200
                                                                                                                        S




                                                                                                                                                                                                                                                                                                                                         210




                                                                                                                                                                                                                                                                                                                                                                                                                                     CT232.48
                                                                                                                                          87




                                                                                                                                                                                                                                                                                                                                                                                                                                                             TC239.751
                                                                                                                                                                                                                                                                                                                                                          3




                                                                                                                                                                                                                                                                                                                                                                                       220
                                                                                                                    W




                                                                                                                                                                                                                                                                                                                                                                                                                       230




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    250




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              260




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            270




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    290


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                294



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   300




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    310
                                                                                                                                                                                                                                                                                                                                                                                                                                              3
                                                                                                                                          S                             S                   S                                   S                      S                     S                             S
                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                                                                               S                                                                                                      W
                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                        S




                                                                                                                                                                                                                                                                                                                                             S                                                                 S
                                                                                                                    W




                                                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                  S




                                                                                                                                                                                                                                                                                                                                                                                                                                                     S                   S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EARTHWORKS TO BE WHOLLY WITHIN THE SUBJECT SITE (TYP)
                                                                                                                                                                                                                                                                   TYP TYP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2m WIDE CONCRETE PATH
                                                                                                                                                                                                                                                              3%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1:4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          4
                                                                                                                                                                                                                                                                                                                                                              S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SC
                                                                                                                                                                                                                                                              3%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SP179876
                                                                                                                        S
                                                                                                                    W




                                                                                                                                                                                                                  S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SC
                                                                                                                                                                                                                                                                                                                                                                          S



                                                                                                                                                                                                                                                                                                                            H                                                                                                                                                                                                                                                                                                                                                                                                                             RELOCATED D4-5 HAZARD BOARD FROM END OF EXISTING ROAD
                                                                                                                                                                                                                            W                      W                 W                                W                              W                                                                                                       0.5%
                                                                                                                                                                                                                                                                                                                                                              W                              S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SC
                                                                                                                        S




                                                                                                                                                                                                                                                                                                                                                                                                           S
                                                                                                                                                                                        W




                                                                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                    W




                                                                                                                                                                                                                                                                                                                                W                                                                    W                       S
                                                                                                                                                                                                                                                                                                                                                                                                                   W                                     S                   S                  S                  S                     S               S                                        S                 S                   S                   S           S                 S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             H                                                                      R                                                                                                                           H
                                                                                                                                                                                                                                    TAKE UP & RELOCATE EXISTING D4-5                                                                                                                                                                 W                   W                   W              W                  W                       W                W                                         W                W               W                        W          W                  W                                                               TERMINATE WATER MAIN FOR POTENTIAL FUTURE CONNECTION AS PER SEQ CODE
                                                                                                                                                                                                                                    HAZARD BOARD TO END OF NEW
                                                                                                                                                                                                                                    ROAD EXTENSION
                                                                                                                                                                                W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         W        W                                                                                                                                                                                         W       W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      H0.0                         H1.3      H1.0
                                                                                                                        S
                                                                                                                    W




                                                                                                                                                                                                                        CONNECT TO EXISTING WATER MAIN. EXISTING                                                                                                                                               SEWER HCB (TYP)                                                        WATER PROPERTY                                                                                                                                                                                                                                                      4m WIDE CONCRETE DRIVEWAY AS PER NSC STD DRGS RS-049 & RS-050.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R
                                                                                                                                                                                                                        HYDRANT TO BE RETAINED. USE EXISTING TAPPING                                                                                                                                                                                                                  CONNECTION (TYP)                                                                                                                                                                                                                                                    REFER DRG SK102 FOR SWEPT PATH.
                                                                                                                                                                                                                        BAND FOR NEW LOT 3 PROPERTY SERVICE.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 H1.6
                                                                                                                                W                             W
                                                                                                                        S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TURNING FACILITY.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                REFER DRG SK102 FOR SWEPT PATH.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R
                                                                                                                                                                                                                                                7                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         COMBINED RETAINING WALL / BATTER INTERFACE TO OPTIMISE
                                                                                                                                                                            W




                                                                                                                                                                                                                                             SP324164
                                                                                                                                                                                                                                                                                            88                                                                                                                                                                                                                                                                                                                                                                                                                                                            LOT USAGE AND CONTAIN WORKS WITHIN THE SUBJECT LOT.
                                                                                                                        S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LOCAL ROAD PER NOOSA COUNCIL PLANNING SCHEME                                                                                      FINAL CONFIGURATION TO BE DETERMINED DURING OPW PHASE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6m WIDE (K-K) : TYPE M1 K&C




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R
                                                                                                                                              PLACE

                                                                                                                                                                            W




                                                                                                                                                                                                                                                                                                                                                                   1:100




                                                                                                                                                                                                                                                                                                                                                                                                                                       1:100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1:100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1:100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1:100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NOM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NOM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NOM
                                                                                                                                                                                                                                                                                                                                                                                                                                       NOM
                                                                                                                                                                                                                                                                                                                                                                   NOM
                                                                                                                        S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R
                                                                                                                                                                            W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            6                                                                      7
                                                                                                                                              MAJESTIC
                                                                                                                        S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R
                                                                                                                                        88               88

                                                                                                                                                S                           S
                                                                                                                                                                                                                                                                                                                                    H0.0
                                                                                                                                                                                                                                                                                                                                                                     2                                                                    3                                                                                                                                                                                                                                                                                                  H0.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              4



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             R

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3m WIDE CONC. ACCESS FOR LOT 5
                                                                                                                                                                            W




                                                                                                                                                                                                                                                                                            89
                                                                                                                        S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             R
                                                                                                                                                         89                                                                                                                                                                                                       INTERIM 1.5m STORMWATER EASEMENT (STAGE 1)
                                                                                                                                         89
                                                                                                                                                                                                                                                                                                                                                                  TO BE EXTINGUISHED IN STAGE 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             R

                                                                                                                                                                                                                                                                                             90
                                                                                                                                                                                    W
                                                                                                                            S




                                                                                                                                                                                                                                                                                                                                                                  COMBINED RETAINING WALL / BATTER INTERFACE TO OPTIMISE
J:\2023\23539SD2_33 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\1.RAL\#23539_CI_RAL.dwg




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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NOM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1:4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NOM
                                                                                                                                                    90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1:4
                                                                                                                                                                                        W
                                                                                                                                    S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  H0.0
                                                                                                                                                                                                                                                                                                                                    H1.4
                                                                                                                                                                                                                                                                                             91
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROVIDE DN150 STUB TO THE BOUNDARY TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1:3* MAX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          VARIES
                                                                                                                                                                                            W
                                                                                                                                         S




                                                                                                                                                                            91
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   AFFORD #35 PAVILION STREET PROVISION FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ROOFWATER CONNECTION. FUTURE PIT BY OTHERS.                                                                                                                                                         0           4        8     12 m
                                                                                                                                                                                                                                                                                                                                                                         NOM




                                                                                                                                                                                                                                                                                                                                                                                                                                              NOM




                                                                                                                                                                  91
                                                                                                                                                                                                                                                                                                                                                                   1:3




                                                                                                                                                                                                                                                                                                                                                                                                                                       1:3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             R




                                                                                                                                                                                                                                                                                                                                                                                                                                                    REFER DRAWING 23539-SK102 FOR CONTINUATION
                                                                                             COPYRIGHT ©                                                                                                                                                   Associated Consultants                                               Client                                                                                                                                                                                        Drawn                              Verified
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