Revised 8256 Eumundi Noosa Road TENDER ISSUE electronically signed 2024-04-11

                                                                                                                                                                                                                                                                                                                                                                 N                                               LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING RP BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING EASEMENT BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING ELECTRICAL SERVICE




                                                                                                                                                                                                                                                                                                                 EMT A SP185853
                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING STORMWATER LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING SEWER LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING UNDERGROUND COMMUNICATIONS LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING CONCRETE


                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING SURFACE CONTOUR
                                                                                          26                                                                                                                                                                                                                                            2
                                                                                                                                                                                                                              B                                                                                                      RP222164
                                                                                       SP151406                                                                                                                                        REMOVE EXISTING                                                                                                                                                                             PROPOSED DESIGN CONTOUR
                                                                                                                                    GARDEN BED BETWEEN EXISTING                                                                        BLOCKWORK WALL                                                                               B                                                                                              PROPOSED BLOCKWORK RETAINING WALL
                                                                                                                                    KERB AND RETAINING WALL TO
                                                                                                                                    BE COVERED WITH 150-200mm OF                                   1 IN 10 BATTER FROM BACK




                                                                                                                                                                                                                                                       006
                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED ROOF WATER DRAINAGE




                                                                                                                                                                                                                                                        D
                                                                                                                                    TOPSOIL AND 100mm OF MULCH                                         OF KERB TO FACE OF                                                           LOCALLY BATTER 1 IN 5 FROM BACK
                                                                                                                                                                                                      NEW RETAINING WALL                                                            OF EXISTING RETAINING WALL TO                                                                                                                  PROPOSED STORMWATER DRAINAGE PIPE
                                                                                                                                                                                                                                                                                    FACE OF NEW WALL, TO PROVIDE




                                                                                                                              006
                                                                                                                                                    TO                                                                                                                                                                                                                                                                             PROPOSED STORMWATER OPEN DRAIN




                                                                                                                               C
                                                                                                                                                                                                                                           T                                        MIN. 600mm COVER TO EXISTING
                                                                                                                                                      P
                                                                                                                                                                                                                                         T OP                                                                                                                                                                                      PROPOSED FIELD INLET PIT




                                                                                                                                           TO OE
                                                                                                                                                          19                                                                                                                        SEWER PROPERTY CONNECTION.
                                                                                                                                                                                                                                       TO OE 19




                                                                                                                                             T
                                                                                                                                                            .9




                                                                                                                                             E 21
                                                                                                                                                              60                                                                         E 1 1 .86                5.0m




                                                                                                                                               1 8
                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED NEW EASEMENT BOUNDARY




                                                                                        80




                                                                                                                                                                                                                                                                                         84
                                                                                                                                                19 .3
                                                            25 P 2 18.9

                                                                                                                                                                                                                                           2 8 0
                                                        TO OE




                                                                                      .8
                                                                                                                                                                                                                                             18 .3




                                                                                                                                                  .1 60




                                                                                                                                                                                                                                  70




                                                                                                                                                                                                                                                                       80
                                                                                                                                                                                                       60




                                                                                                                                                                                                                                                                                    .7
                                                                                    19




                                                                                                                                                                       50
                                                              .2 0.0 60




                                                                                                                               40
                                                          T




                                                                                                  30
                                                                                                                                                                                                                                               .7 60




                                                                                                                                                    60
                                                                                                                                                                                                                                                                                          T




                                                                                                                                                                                                                                                                                  81
                                                                                                                                                                                                                                                                                                                                                                                                                      FSL 19.600   FINISHED SURFACE LEVELS
                                                                 44 60


                                                                                    L                                                                                                                                                            60                                     TO OP
                                                                                  FS
                                                                                                                                                                                                                                                                                          P 11                                                                                                                        TOP 19.600




                                                                                                                                                                                                                                                                                  TO
                                                                                                                                                                                                                                                                                            2 9                                                                                                                                    RETAINING WALL LEVELS




                                                                                                                                                                                                                                                                             00
                                                                                                                                                                                                                                                                                             19 .7                                                                                                                    TOE 19.160   PROPOSED AREA OF CUT




                                                                                                                                                                                                                                                                                     E
                                                                                                                                                                                                                                                                            .6
                                                                                                                                                                                                                                                                                               .6 60




                                                                                                                                                                                                                                                                                         18
                                                                                                                                                                                                                                                                       19
                                                                                                                                                                                                                                                                                                 60




                                                                                                                                                                                                                                                                                            .9
                                                                                                                                                                                                                                                                    L
                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED AREA OF FILL




                                                                                                                                                                                                                                                                                              60
                                                                                                                                                                                                                                                                  FS




                                                                                                                                                                                                                                                                                           31
                                                       B                                NOTE: EXTRA CARE TO BE TAKEN DURING                                                                                                                                                                         B




                                                                                                                                                                                                                                                                                         .6
                                                                     20




                                                                                                                                                                                                                                                                                        19
                                                      006                               EARTHWORKS COMPACTION ACTIVITIES IN                                                                                                                                                                        006




                                                                                                                                                                                                                                                                                    L
                                                                                                                                                                                                                                                                                  FS
                                                                                        VICINITY OF EXISTING RETAINING WALLS                                                                                        2
                                                                                                                                                                                                                 DP327773
                                                                                                                                                                                                                                                                                   90.000
                                                                                                                                                                                                                                                                                                                                                                                                                 GENERAL NOTES




                                                                                                                                                                                                                                                                                                    DP327773
                                                                                                                                                                                                                                                                   43



                                                                                                                                                                                                                                                                                  TO OE
                                                                                                                                                                                                                                                                             00




                                                                                                                                                                                                                                                                                                     EMT B
                                                                                                                                                                                                                                                                  .6


                                                                                                                                                                                                                                                                                    T
                                                                                                                                                                                                                                                                           .3

                                                                                                                                                                                                                                                                                    P 19
                                                                                                                                                                                                                                                              19

                                                                                                                                                                                                                                                                         19



                                                                                                                                                                                                                                                                                      19 .1
                                                                                                                                                                                                                                                              L
                                                                                                                                                                                                                                                                                                                                                                                                                 1.   FINISHED SURFACE CONTOURS AND LEVELS ARE SHOWN TO




                                                                                                                                                                                                                                                                                        .6 60
                                                                                                                                                                                                                                                                      L
                                                                                                                                                                                                                                                         FS

                                                                                                                                                                                                                                                                   FS




                                                                                                                                                                                                                                                                                          60
                                                                                                                                                                                                                                                                                                                                                                                                                      TOP OF TOPSOIL.

                                                                                                                                                                                                              SITE TO BE COVERED WITH                                                                                                                                                                            2.   DETAILED SITE SURVEY AND CONTOURS ARE SHOWN PER SITE
                                                                                                                                                                                                              100-150mm OF TOPSOIL AND                                                                                                                                                                                SURVEY (NOOSA COOLOOLA LAND SURVEY PTY LTD, MARCH
                                                       A                                                             1                                                                                        HYDROMULCH (EXCEPT SWALE                                                            A                                                                                                                   2024).
                                                      006            10                                                                                                                                       WHICH SHALL BE TURF-LINED)                                                         006
                                                                                                                  DP327773
                                                                                                                                                                                                                                                                                                                                                                                                                 3.   EXPECTED EARTHWORKS VOLUMES:




                                                                                                                                                                                                                                                                                            03
                                                                                                                                                                                                                                                                                                                                                                                                                      - EXCAVATE AND RECOMPACT EXISTING UNCONTROLLED FILL




                                                                                                                                                                                                                                                                                        .7
                                                                                                                                                                                                                                                                                    19
                                                                                                                                                                                                                                                                                                                                                                                                                        (PROVISIONAL QUANTITY)   1000m³




                                                                                                                                                                                                                                                                                              92
                                                                                                                                                                                                                                                                                    L

                                                                                                                                                                                                                                                                                            .5
                                                                                                                                                                                                                                                                                                                                                                                                                      - CUT TO FILL:             70m³




                                                                                                                                                                                                                                                                                 FS

                                                                                                                                                                                                                                                                                         19
                                                                                                                        POSSIBLE EXISTING UNDERGROUND                                                                                                                                                                                                                                                                 - IMPORTED FILL:           325m³




                                                                                                                                                                                                                                                                                        L
                                                                                                                                                                                                                                                                                   FS
                                                                                                                        COMMS/NBN SERVICE CONNECTIONS                                                                                                                                                                                                                                                                 - VOLUMES ASSUME 150mm STRIPPING EXISTING TOPSOIL
                                                                TO                                                      TO BE RELOCATED                                                                                                                                                                                                                                                                                 AND 150mm RESPREAD TOPSOIL
                                                                    P
                                                            TO




                                                                        20
                                                                          .1
                                                                E




                                                                                                                                                                                                                                                                                                                                                                                                                 4.   REFER ALSO GENERAL PROJECT NOTES DRG 7256-004.
                                                                                             08




                                                                             6
                                                                 19




                                                                              0
                                                                                         .0
                                                                    .   76




                                                                                        20
                                                                          0


                                                                                    L




                                                             0.000
                                                                                  FS




                                                                                                                                                                                                                                                       006
                                                                                                                                                                                                                                                        D
                                                                                             89
                                                                                         .0
                                                                                        20




                                                                                                                                               17
                                                                                                                                           .1
                                                                                    L
                                                                                   FS




                                                                                                                                          20
                                                                                                                                      L
                                                                                                                                     FS




                                                                                                                                                                                                                          O       AD
                                                                                                             26




                                                                                                                                                                                                                       AR
                                                                                                           .3




                                                                                                                              006
                                                                                                        20




                                                                                                                                                                                                                   OS
                                                                                                                               C
                                                                                                       L
                                                                                                   FS




                                                                                                                                                                                                                O
                                                                                                                                                                                                             IN
                                                                                                                                                                                                   U    ND
                                                                                                                                                                                             E  UM




            0     2   4   6   8   10m

             SCALE 1:200 ( A1 SIZE)
                                                                                                                                                                                                                                                                                                                                                                                                                                             TENDER ISSUE
                                                                                                                                                                   © Black & More                                                                                                                              Client                                                                            Drawing Title
                                                                                                                                                                   This document is and shall remain
                                                                                                                                                                                                                                                  Black & More
                                                                                                                                                                                                                                                  ABN 19 609 960 232
                                                                                                                                                                                                                                                                                                                      BDH GROUP INVESTMENTS
                                                                                                                                                                   the property of Black & More.                                                                                                               Project
                                                                                                                                                                                                                                                                                                                      170-174 EUMUNDI-NOOSA ROAD REDEVELOPMENT
Revisions




                                                                                                                                                                   This document may only be used
                                                                                                                                                                   for the purposes for which it was
                                                                                                                                                                                                                                                  ATHERTON | CAIRNS | NOOSA |
                                                                                                                                                                                                                                                  NORTH LAKES | TOOWOOMBA
                                                                                                                                                                                                                                                                                                                                                                                                      EARTHWORKS LAYOUT
                                                                                                                                                                   commissioned and in accordance                                                                                                              Drawn         Drawing     Approved                                 Date 11/04/2024
            B REVISED TENDER ISSUE                                               PM           PM       11/04/24                                                    with the Terms of Engagement for                                               Telephone   (07) 4031 9944                                            WM   Check   KMK               Original  signed  by
                                                                                                                                                                                                                                                  Telephone   (07) 5447 4444
            A ISSUED FOR TENDER                                                  PM           PM       10/04/24
                                                                                                                                                                   the commission. Unauthorised use
                                                                                                                                                                                                                                                                                                                                                       P. Mathers                 RPEQ 6954          Drawing Size Scale (A1 size)   Drg No                                   Revision

            No.                         Description                          Reviewed Approved             Date
                                                                                                                                                                   of this document in any form
                                                                                                                                                                   whatsoever is prohibited.
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                                                                                                                                                                                                                                                                                                               Designed
                                                                                                                                                                                                                                                                                                                        KMK
                                                                                                                                                                                                                                                                                                                             Design
                                                                                                                                                                                                                                                                                                                             Check    PM  Drawing is not to be used for construction unless approved    A1                    1:200           8256-005                         B