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ECM_22343537_v1_Coastal Hazard Assessment

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                                                                                                                                                                                                                                                                                                                                                   Note:

                                                                                                                                                                                                                                                                                                                                                   This plan was prepared as a site contour and detail
                                                                                                                                                                                                                                                                                                                                                   survey of 2 Arakoon Crescent, Sunshine Beach, Qld,


                                                                                        NT                                                                                                                                                                                                                                                         4567 and it should not be used for any other purpose.
                                                                                                                                                                                                                                                                                                                                                   Lot boundaries were not marked at the time of survey


                                                                                     CE
                                                                                                                                                                                                                                                                                                                                                   and have been derived from survey plan's RP48111,
                                                                                                                                                                                                                                                                                                                         785                       IS304495, IS295771, IS177648, SP137632, IS156867,
                                                                                   S                                                                                                                                                                                                                                   RP48111                     IS159182, IS95399 & IS29170 Held by Department of

                                                                                 RE
                                                                                                                                                                                                                                                                                                                                                   Resources. Bearings shown on the plan have been
                                                                                                                                                                                                                                                                                                                                                   rotated by 8°46'20" to be in terms of MGA2020 z56.
                                                                            C
                                                                  ON
                                                                                                                                                                                                                                                                                                                                                   Services shown hereon have been located by field
                                                                                                                                                                                                                                                                                                                                                   survey where possible. Prior to any excavation,

                                                         K O                                                                                                                                                                                                                                                                                       demolition or construction the relevant authorities
                                                                                                                                                                                                                                                                                                                                                   should be contacted for locations of underground
                                                       A                                                                                                                                                                                                                                                                                           services if applicable.

                                                AR                                                                                                                                                                                                                                                                                                 For detailed information please refer to digital models.

                                                                                                                                                                                                                                                                                                                                                   Survey File: M4371 3000 001 A.12da & .dwg

                                                                                                                                                                                                                                                                                                                                                   This note is an integral part of the plan.


                                                                                                                                                                                                                                                                                                                         784
                                                                                                                                                                                                                                                                                                                       RP48111




                                                                                                                                                                    0
                                                                                                                                                                27.0
                                                                                                                                                                                                                                                                                                                                                   5                           0                           5
                                                                                                                                                                                                                                                                                                                                                                                                                       N




                                                                                                                                                                                               0
                                                                                                                                                                                           26.0
                                                                                                                                                                                                                                            109°                                                                                                             Scale 1 : 250 - Distances are in Metres
                                                                                                                                                                                                                                                16'2
                                                                                                                                                                                                                                            35.8 0"




                                                                                                                                                                   351°27'2
                                                                                                                                                                                                                                                                                                                                                   ISSUE/REVISION




                                                                                                                                                                                                         0
                                                                                                                                                                                                     25.0
                                                                                                                                                                                                                                                58




                                                                                                                                                                     14.120
                                                       CP




                                                                                                                                                                                                                                                                                                                                               D
        Located Services Note:




                                                                                                                                                                            0"




                                                                                                                                                                                                                                                                                                                                            ROA
                                                                                                                                                                                                                              0
                                                                                                                                                                                                                             24.0
                                                   SP148678
        Service information shown on this plan has been surveyed to AS 5488.1:2019
        Classification of Subsurface Utility Information standards.




                                                                                                                                                                                                                                                   23.00
        Quality Level A - Consists of the positive identification of the attribute and location                                                                                                                                                                                                                                                        A 25/05/22          Issued to client
                          of a subsurface utility at a point to an absolute spatial position in
                                                                                                                                                                                                                                                                                                                                                       Rev     Date        Revision Details




                                                                                                                                                                                                                                                                                 .00
                          three dimensions. It is the only quality level that defines a subsurface




                                                                                                                                                                                                                                                                              22
                          utility as "validated."
        Quality Level B - Relative subsurface feature location in three dimensions                                                                                                                                783                                                                                                                                                                                  CONSULTING




                                                                                                                                                                                                                                                                                                                                       0"
                                                                                                                                                                                                                                                                                               21.00
                          by tracing or physical measurement that does not satisfy
                                                                                                                                                                                                                RP48111                                                                                                                                                                                CADASTRAL




                                                                                                                                                                                                                                                                                                                                  16'2
                                                                                                                                                                                                                                                                                                                 0
                          the spatial tolerance of Quality Level A. The minimum requirement




                                                                                                                                                                                                                                                                                                                                   7
                                                                                                                                                                                                                                                                                                                                                                                                       ENGINEERING




                                                                                                                                                                                                                                                                                                                20.0




                                                                                                                                                                                                                                                                                                                               8.06
                                                                                                                                                                                                                                                                                                                              199°
                          for Quality Level B is relative spatial position.                                                                                                                                                                                                                                                                                             MINSTAFF                       AND MINING




                                                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                                                       19.0
        Quality Level C - Surface feature correlation or an interpretation of the approximate                                                                                                                                                                                                                                                                           SURVEY                         SURVEYORS
                                                                                                                                                                                                                                                                                                                                                                                                        ABN 35 609 674 875
                          location and attributes of a subsurface utility asset using a
                          combination of existing records, a site survey of visible evidence




                                                                                                                                                                                  26.00
                          and/or methods to indicate the existance of an undefined entity.                                                                                                                                                                                                                                                         TOOWOOMBA                   SUNSHINE COAST BRISBANE




                                                                                                                                                                                     338
        Quality Level D - The attribute information and metadata of a subsurface utility                                                                                                                                                                                                                                                           319 Margaret Street         22/2 Innovation Parkway          4/8 Navigator Place
                          may be from any or a combination of: existing records, cursory                                                                                                                                                                                                                                                           Toowoomba QLD 4350          Birtinya, QLD 4575               Hendra, QLD 4011




                                                                                                                                                                                        14.1
                                                                                                                                                                                         °39
                                                                                                                                                                                                                                                                                                                                                   (07) 4637 9790              (07) 5327 3900                   (07) 3198 2462
                          site inspection, and anecdotal evidence.




                                                                                                                                                                                                     25.00
                                                                                                                                                                                             '50"
                                                                                                                                                                                              20
                                                                                                                                                                                                                                                                                                                                                   CLIENT
        A comprehensive search has been made of the works area, however due to
        age, type and depth of services, and soil/ground conditions, it is recommended
        that appropriate physical validation is completed prior to any excavation,




                                                                                                                                                                                                                                    24.00
        demolition, or construction.
                                                                                                                                      THE




                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                             .0
       LEGEND




                                                                                                                                                                                                                                                           23



                                                                                                                                                                                                                                                                            00
                                                                                                                                                                                                                                                                        22.


                                                                                                                                                                                                                                                                                   00
         FEATURE              DESCRIPTION                        FEATURE         DESCRIPTION




                                                                                                                                                                                                                                                                                  21.



                                                                                                                                                                                                                                                                                         0
                                                                                                                                             ESP




                                                                                                                                                                                                                                                                                        20.0
                              Building FACIA                                      Building SHED                                                                                                                                                                                                                                                    PROJECT

                              Building WALL                                       Building STAIRS
                                                                                                                                                                                                                                                                                                                                                   2 Arakoon Crescent




                                                                                                                                                                                                                                                                                                                        ROAD
             CM               Communications MARKER                               Communications PIT
                              Drainage APRON                      CP              Drainage KERB ADAPTOR                                                                                                                                                                                                                                            Proposed Development
                                                                                                                                                 LAN



                        P                                              PO
                   D                                                  D
                              Drainage DOWN PIPE                                  Drainage PIPE OUTLET
                                                               SP148681                                                                                                                                                                                                                                                                            Lot 783 on RP48111




                                                                                                                                                                                                             32 4.12
                              Drainage GULLY TRAP                                 Electrical PILLAR




                                                                                                                                                                                                               5°
                                                                                                                                                                                                                                                                                                                                                   2 Arakoon Crescent




                                                                                                                                                                                                                                                                                                              '20"
                                                                                                                                                                                                                 1
                                                                                                                                                                                                                  52
                   IO
                              Drainage INSPECTION OUTLET                          Electrical SUBSTATION EDGE                                                                                                                                                                                                                                       Sunshine Beach, Qld , 4567




                                                                                                                                                                                                                     '20




                                                                                                                                                                                                                                                                                                         29.552
                                                                                                                                                                                                                                                                                                       191°09
                              Drainage OPEN DRAIN                                 Fence GATE
                                                                                                                                                     A




                                                                                                                                                                                                                        0
                                                                                                                                                                                                                         "
                              Electrical AIRCON                                   Fence LINE                                                                                                                                                                                                                                                       DESCRIPTION
                                                                                                                                                   DE




                              Electrical LIGHT INGROUND               C (QL-D)    Located COMMUNICATIONS D
              EL              Electrical MARKER                       E (QL-D)    Located ELECTRICAL D
                                                                                                                                                                                                                                                                                                                                                   Contour & Detail
                   S (QL-D)   Located SEWER D                         W (QL-D)    Located WATER D                                                                                                                                                                                                                                                  Pre Construction Surface
                              Park GARDEN EDGE                                    Park FOLIAGE EDGE
                              Road LINE MARKING UNMAPPED                          Park TREE                                                                                                                                                                                                                                                        PROJECT DATUM

                              Surface RETAINING WALL TOP                          Road CROWN                                                                                                                                                                                                                                                       Horizontal Datum :      MGA2020 z56 (Ground)
                              Surface SPOT LEVEL                                  Road DRIVEWAY                                                                                                                                                                                                                                                                            Vide PSM: 44262
                              Survey Marks STATION                                Road KERB BACK                  CONTROL COORDINATES - (MGA2020 - Ground)                                                                                                                                                                                         Level Datum :           AHD D Vide PSM: 44262
                              Traffic SIGN                                        Road KERB INVERT
                                                                                                                    STN         EASTING         NORTHING      HEIGHT             DESCRIPTION                                                                                                                                                                               RL: 50.932
                              Water HYDRANT                                       Road KERB LIP
                              Water METER                                         Road KERB TOP                   PSM44262      510895.430      7079703.999   50.932                      Standard
                                                                                                                                                                                                                                                            31
                                                                                                                                                                                                                                                                3°
                                                                                                                                                                                                                                                                   04
                                                                                                                                                                                                                                                                                                                                       717         Local Authority :       Noosa Shire
                                                                                                                                                                                                                                                           14
                              Water PIT
                                                                                CP
                                                                                  Sewer MANHOLE LID                MSS001       511244.328      7079770.457   25.235               Screw in Kerb                                                             .12     '20
                                                                                                                                                                                                                                                                        "                                                            RP48111       DRAWING INFORMATION
              UN
                              Water UNKNOWN                                       Surface BANK TOP                 MSS002       511255.911      7079722.521   21.904               Spike in Rock                                                                 0
                                                                                                                                                                                                                                                                                                                                                   Surveyed :    CB                     Project No :     M4371
                              boundary CORNER
                              boundary ROAD RESERVE
                                                                             SP148682
                                                                                  Surface CHANGE OF GRADE
                                                                                  Surface CONCRETE
                                                                                                                   MSS003       511236.088      7079794.834   27.008                Nail in Kerb                                                                                                                                                   Drawn :       CB                     Ref No :         3000-DS-2
                                                                                                                   MSS004       511226.130      7079812.178   28.572               Screw in Kerb                                                                                                                                                   Checked :     MAW                    Date of Survey : 20/05/22
                              Australia Post POST BOX                             Surface PAVERS
                                                                                                                                                                                                                                                                                                                                                   CONTOURS
                              Building COLUMN                                     Surface RETAINING WALL BOTTOM    MSS005       511246.648      7079807.971   26.290             Screw in Concrete
                                                                                                                                                                                                                                                                                                                                                   Major :       1.00m                  Scale @ A3 :       1 : 250
                              Building DECK                                       Water TAP                        MSS006       511267.567      7079803.708   24.920               Nail in Other                                                                                                                                                   Minor :       0.20m                  Date:              25/05/22
                              Building DOOR                                       Water VALVE
                                                                                                                   MSS007     684
                                                                                                                               511266.215       7079791.146   24.573               Nail in Other
                FL




                              Building FLOOR LEVEL                                boundary ADJACENT                                                                                                                                                                                                                                                DRAWING NUMBER
                              Building GUTTER                                     boundary LOT
                                                                                                                   MSS008   RP48111
                                                                                                                               511263.269       7079782.841   24.593               Nail in Other
                              Building LINE                                      contours MAJOR                    MSS009       511262.147      7079779.535   24.621               Nail in Other                                                                                                                                                                    M4371 3000 001
                              Building ROOFLINE                                  contours MINOR                    MSS010       511254.575      7079785.706   24.842               Nail in Other                                                                                                                                                   Sheet No.      2 of 2                           Revision :   A
Document Set ID: 22343537
Version: 1, Version Date: 16/03/2023
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