002 ECM_22449922_v1_Compiled Approved Plans - MCU22 0172 01 - OPW22 0243 01 - RAL22 0024 01 · MCU22/0172.02

           NOOSA COUNCIL
           APPROVED PLAN
        MCU22/0172, OPW22/0243 &
              RAL22/0024
           25 JANUARY 2023




               N

                                                                                                                                                                                                                                                                              CUT/FILL DEPTH RANGE
                                                                                                                                                                                                                                                                              Lower_value Upper_value   Colour

                                                                                                                                                                                                                                                                              -0.9   to     -1.    M

                                                                                                                                                                                                                                                                              -0.8   to     -0.9   M

                                                                                                                                                                                                                                                                              -0.7   to     -0.8   M

                                                                                                                                                                                                                                                                              -0.6   to     -0.7   M
                                                                                                                     D                                                       C
                                                                                                                    021                                                     021                                                                                               -0.5   to     -0.6   M
                                       GRANT STREET




                                                                                                                                                                                                                                                                              -0.4   to     -0.5   M

                                                                                                                                                                                                                                                                              -0.3   to     -0.4   M

                                                                                                                                                                                                                                                                              -0.2   to     -0.3   M

                                                                   B                                                                                                                                             B                                                            -0.1   to     -0.2   M
                                                                  021                                                                                                                                           021
                                                                                                                                                                             FL 24.8m AHD                                                                                     0      to     -.1    M
                                                                                                     FL 21.4m AHD

                                                                                                                                                                                                                                                                              0      to     .1     M

                                                                                                                                                                                                                                                                              0.1    to     0.2    M

                                                                                                                                                                                                                                                                              0.2    to     0.3    M

                                                                                                                                                                                                                                                                              0.3    to     0.4    M

                                                                                                                                                                                                                                                                              0.4    to     0.50   M

                                                                                                                                                                                                                                                                              0.5    to     0.6    M

                                                                                                     FL 21.4m AHD                                                             FL 24.8m AHD
                                                                  A                                                                                                                                             A                                                             0.6    to     0.7    M
                                                                 021                                                                                                                                           021
                                                                                                                                                                                                                                                                              0.7    to     0.8    M

                                                                                                                                                                                                                                                                              0.8    to     0.9    M

                                                                                                                                                                                                                                                                              0.9    to     1      M




                                                                                                                     D                                                       C
                                                                                                                    021                                                     021




                                                                                                                                                                                                                                                                         EARTHWORKS VOLUMES
                                                                                                                                                                                                                                                                         EARTHWORKS VOLUMES FROM
                                                                                                                                                                                                                                                                         EXISTING SURFACE TO DESIGN
                                                                                                                                                                                                                                                                         SURFACE
                                                                                                                                                                                                                                                                         CUT = 506m³
                                                                                                                                                                                                                                                                         FILL = 30m³
                                                                                                                                                                                                                                                                         BALANCE = 476m³


                                                                                                                                                                                                                                                                    NOTE:
                                                                                                                                                                                                                                                                    EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN
                                                                                                                                                                                                                                                                    DRAWINGS, ALL IN-GROUND SERVICES WITHIN THE PROPERTY
                                                                                                                                                                                                                                                                    BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER
                                                                                                                                                                                                                                                                    DRAINAGE,   SEWERAGE,   WATER,     GAS,  ELECTRICAL  AND
                                                                                                                                                                                                                                                                    COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED
                                                                                                                                                                                                                                                                    FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO
                                                                                                                                                                                                                                                                    ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
                                                                                                                                                                                                                                                                    RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN
                                                                                                                                                                                                                                                                    ACCORDANCE      WITH    RELEVANT      SERVICE   PROVIDER
                                                                                                                                                                                                                                                                    SPECIFICATIONS AND STANDARD DETAILS




                                                                                                                          CLIENT DETAILS:                                             PROJECT ADDRESS:                  APPROVED BY:              PROJECT NAME:

                                                                                                                                                                                                                                                  PROPOSED RESIDENTIAL DUPLEX
                                                                                                                                     INTEGRA PARTNERSHIPS                                                                                         TITLE:                             STATUS:

                                                                                                                                                                                                 22 GRANT STREET                                  BULK EARTHWORKS                    FOR APPROVAL - NOT FOR
                                          © ABN 89 647 469 707
                                                                                                                                                                                               NOOSA HEADS, QLD, 4567         NATHAN WAGSTAFF     LAYOUT PLAN                        CONSTRUCTION
                                      75 NOOSA DRIVE                                                                                                                                                                             RPEQ: 20693
                                                                                                                          SCALE:
                                   NOOSA HEADS, QLD 4567                                                                                                                                                                           CPEng
                                       +61 7 5211 1003                  REV   DATE   DESCRIPTION     DWN     CHK    APP
                                                                                                                                                      1:100                                                                    DATE: 06/12/2022
                                                                                                                                                                                                                                                  DRAWING NUMBER:                    PROJECT NUMBER:                      SHEET REV:
                                                                                                                                                                                                                                                                                                                           SIZE:
                                  RECORCONSULTING.COM                                    REVISIONS
                                                                                                                                            DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                  020                                 20220218                            A1 01
Document Set ID: 22449922
                  22288834
Version: 1, Version Date: 05/06/2023
                          27/01/2023