Operational Works Application - OPW19/0006 - 81 Hastings Street, Noosa Heads

[Attachment: HBC-044-SD-503 (2).pdf]
                                                                                                                                                                                                                                                                                                                            LIGHT IN GROUND TO BACK
                                                                                                            EXISTING SIGN TO BE REMOVED                                                                                                                                                                                     LIGHT NEW SIGN TO DETAIL

                                                                                                            EXISTING RAILING
       + RL 7.0                                                                                             EXISTING BLOCK WALL                                                                                                                                                                                             KEYPAD FIXED TO EXISTING WALL
                                                                                                                                                                                                                                                                                                                                                                                    4
                                                                                                                                                                                                         + RL 7.0
                                                                                                                                                                                                                                                                                                                                                                               50
                                                                                                            REMOVE EXISTING LETTERBOX AND                                                                                                                                                                                   EXISTING GRATED DRAIN                                   3
                                                                                                            REPLACE WITH CONCRETE RAMP
                                                                                                            TO MATCH                                                                                                                                                                                                        EXISTING RAILING
                                                                                                                                                                                                                                                                                                                            EXISTING WALL
                                                                                                            EXISTING GRATED DRAIN

                                                                                                                                                                                                                                                                                                                            INSTALL     190mm BOLLARD




                                                                                                                                                                             4 4
                                                                                                                                                                                                                                                                                                                            NEW DITEC QIKY 7YEH BOOM GATE




                                                                                                                                                                              50
                                                     + RL 6.5
                                                                                                                                                   PROPERTY BOUNDARY                                                                                                    + RL 6.5
                                                                                                                                                                                                                                                          207                                                                                                                  PROPERTY BOUNDARY
                                                                                                                                                                                                                                                             0
                                                                                                                                                                                                                                                                                               300                                  5800




                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                  312


                                                                                                                                                                                                                                              1900




                                                                                                                                                                                                                                                                                                                                    504
                                                                                      + RL 6.2




                                                                                                                                                                                                                        50 3




                                                                                                                                                                                                                                                                                                                                     1
                                                                                                                                                                                                                                                                            PIER                            + RL 6.2




                                                                                                                                                                                                                        3
                                                                                                                                                                                                                                                                                                                            NEW RAILING TO PATHWAY TO MATCH
                                                                                                            EXISTING TREE STUMP TO BE GROUND OUT                                                                                                                                                                            EXISTING
                                                                                                                                                                                                                                                                                                                            AREA INFILLED AND MADE GOOD FOR NEW
                                                                                                            REMOVE EXISTING ROCK WALL TO                                                                                                                                                                                    PAVED WALKWAY TO MATCH GRADE OF
                                                                                                            MAKE GOOD FOR RETAINING WALL




                                                                                                                                                                                                                                               °
                                                                                                                                                                                                                                                                                                                            EXISTING DRIVEWAY




                                                                                                                                                                                                                                            63
                                                                                    + RL 6.0                                                                                                                                                                                                                                CONSTRUCT 300mm PIERS &
                                                                                                                                                                                                                                                                                                           + RL 6.0         FOUNDATIONS TO ENG DETAIL
                                                                                                                                                                                                                                                                          PIER
                                                                                                                                                                                                                                                                                                                   4




                                                                                                                                                                                                                                  CO
                                                                                                                                                                                                                                                                                                                  503




                                                                                                                                                                                                                                    S3
                                                                                                                                                                                                                                      200
                                                                                                                                                                                                                                                                                                                            RETAINING WALL TO BE
                                                                                + RL 5.6                                                                                                                                                                                                                                    300-700MM GRANITE ROCK
                                                                                                            EXISTING STORMWATER MANHOLE                                                                                                                                                                + RL 5.6
                                                                                                                                                                                                                                                                                                                            EXISTING STORMWATER
                                                                                                                                                                                                                                                                 PIER
                                                                                                                                                                                                                                                                                                                            MANHOLE
                                                                     + RL 5.4                                                                                                                                                                                                                                               LINE OF SLAB EDGE TO ENG DETAIL
                                                                                                            REMOVE EXISTING FOOTPATH PAVING                                                                                                                                                 + RL 5.4
                                                                                                                                                                                                                                                                                                                            CONSTRUCT NEW COLOURED
                  + RL 4.4                                                                                                                                                                                                                                                                                                  CONCRETE PATHWAY; WITH
                                                        + RL 5.2




                                                                                                                                                                                                     1
                                                                                                                                                                                                                       + RL 4.4                                                                                             HEAVY BROOM NON SLIP FINISH




                                                                                                                                                                                                  5 03
                                                                                                                                                                                                                                                                           + RL 5.2
                             + RL 4.6
                                                                                                                                                                                                                                                   + RL 4.6




2             Demolition Plan
103               1 : 100                                                                                                                                              5            Proposed Plan
                                                                                                                                                                       501             1 : 100




                                                                                                                                                                                                                                                                                                                                                    EXISTING BLOCK WALL



                                                                                                                                                                                                                                                                                                                                                    NEW RAILING TO MATCH
                                                                                                                                                                                                                                                                                                                                                    EXISTING
                                                                                                                                                                                                                                                                                                                                                    NEW REINFORCED
                                                                                                                                                                                                                                                                                                                                                    CONCRETE PATHWAY TO
                                                                                                                                                                                                                                                                                                                                                    ENG DETAIL
3           Elevation B




                                                                                                                                                                                                                                                                                 MIN 1000
                                                                                                                                                                                                                                                                                                                                                    BACK FILL AS REQUIRED

503         1 : 100

                                                                                                                                                                                                                                                                                                                                                    EXISTING KURB TO DRIVEWAY



                                                                                                                                                                                                                                                                                                                                                    CONCRETE SLAB EDGE TO ENG
                                                                                                                                                                                                                                                                                                                                                    DETAIL

                                                                                                                                                                                                                                                                                                                                                    100mm AG DRAIN AT BASE OF SMALL
                                                                                                                                                                                                                                                                                                                                                    AGGREGATE BACKFILL




                                                                                                                                                                                                                                                                                                                                                    CONCRETE FOOTING TO
                                                                                                                                                                                                                                                                                                                                                    ROCK WALL TO ENG DETAIL




      1           Elevation A                                                                                                                                          4           Rock Wall Section                                                                                                                                                               PRINTED7/01/2019 10:40:27 AM

      100         1 : 100                                                                                                                                              503         1 : 50
                                                                                                                                                                                                                                                                                                                              PRELIMINARY CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                          NOT FOR

                              no.       details                                                  date         by        Client                                                          Project                                                                                                                               Drawing Title

                                                                                                                        HASTINGS                                                        HASTINGS PARK ENTRY ALTERATION                                                                                                        DRIVEWAY DETAILS
                                                                                                                        PARK BODY                                                      Date                    Scale                        Drawn             Checked      Stage                       Project                Drawing                   Issue
                                                                                                                                                                                                                                                                                                       no.                    no.
                              2         PATHWAY FOUNDATION AMENDMENT                             7/01/19     NP         CORP.                                                          JULY 2018               As indicated @ A3                                           CD                          811 385                503                         2
                              1         CONSTRUCTION                                             21/12/18    NP
                              ALL DIMENSIONS TO BE CHECKED ON SITE     DO NOT SCALE                                                                                                     Medhurst Architects Pty Ltd . ABN 18 622 555 775             T: 07 3368 2318       92 PETRIE TERRACE QLD 4000                   www.medhurstarchitects.com.au                     COPYRIGHT © Medhurst Architects Pty Ltd