SDA-1116-034770 - Proposed nbn Facility at 23 Jirrima Cres Cooroibah - Response to Information Request

                                                                                                                                                                                                                                                                Client:




                                                                        CULVERT SETOUT DATA
                                                                  POINT   E            N           IL
                                                                    A 499973.6719 7085511.3088   2.529
                                                                    B 499973.9585 7085506.5173   2.482




                                                                                                                                                                                                                                                                Client:




                                                                                                                                                                                              3.5
                                                                                                                                                                2.5



                                                                                                                                                                          3.0
                                                                                                                                                      5
         2.5




                                                                                                                                                   2.
                                                                                                                                                                                                                                                                           ERICSSON
                                                                                     2.5


                                                                                        3.0                                                                                                                                                                     Client:




                                                                                                                                                                                    3.5

                                                                                                                    3.5                                                                                                                         C     C
                   3.5                                                                                                                                                                                                    C       C         C
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                                                                                                                                                            C         C
                                                                                                                                       C     C
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                                                                                            C            C
                                                                   C          C
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                               C        C
               C         C
C                                                                                                                                                                                                                                                               Project:


                                                                                                                                                                                                                                                               NATIONAL BROADBAND
                                                                                                                                                                                                                                                                    NETWORK


                                                                                                                     3.5
                                                                                                                                                          3.5                                                                                                         COOROIBAH
                                                                                                                                                      3.0                                                 3.5
                                                        3.5                                                                                           2.5




                                                                                                                                                                                                                                                    4.0
                                                                                                                                                                                                    3.0
                                                                                        2.5




                                                                                                  EXISTING CONTOUR - 0.050m INTERVAL
                                                                                                                                                                                                                                                               01 21.12.16       PRELIMINARY ISSUE




                                                                                                                                                                                                                    3.5
                                                                                                  EXISTING CONTOUR - 0.5m INTERVAL
                                                                                                                                                                                                                                                               Rev Date      Revision Details
                                                                                  2.5             EXISTING CONTOUR LABEL
                                                      3.5




                                                                                                  PROPOSED CULVERT



                                                                                                                                                                                                                                                               Aurecon Australia Pty Ltd ABN 54 005 139 873

                                                                                                  EXISTING CULVERT




    1.     REFER DRAWING 4GYM-51-36-C000-C6 FOR CULVERT ELEVATION AND
                                                                                                                                                                                                                                                                DESIGNER:                       A.O.H
           SECTION.                                                                     C         PROPOSED                                                                                                                                                      CHECKED:                        CS
    2.     EXISTING PAVEMENT TO BE RECONSTRUCTED TO THE EXTENT SHOWN                              NBN SUBMAIN (UNDERGROUND)
           ON THE PLAN DUE TO THE DETERIORATING CONDITION. THE                                                                                                                                                                                                  APPROVED:                       LS
           RECONSTRUCTION APPLIES TO THE EXISTING CONCRETE PAVEMENT                                                                                                                                                                                             Drawing Title:
           AND EXISTING TIMBER LOGS, TO BE REPLACED WITH CONCRETE
           PAVEMENT IN ACCORDANCE TO IPWEA STD. DRG. NO. RS-050. TIE                              PROPOSED ACCESS ROAD TO BE               PLAN                                                                               1       0         2         4m
                                                                                                  RECONSTRUCTED
           SMOOTHLY TO EXISTING ACCESS TRACK AND MAKE GOOD. SUITABLE                                                                       1:100
           SUB BASE SHALL BE CONSTRUCTED UNDER PROPOSED CONCRETE                                                                                                                                                              SCALE 1:100
           PAVEMENT AS DIRECTED BY GEOTECHNICAL ENGINEER.
    3.     THE CONTRACTOR SHALL CONFIRM THE SUBGRADE STRENGTH OF ALL
           ROADS AND OBTAIN A 4-DAY SOAKED CBR FOR THE SUBGRADE. THE
                                                                                                                                                                                                                                                                Drawing No.                             Revision
           REQUIRED SUB BASE THICKNESS SHALL BE APPROVED BY THE
           GEOTECHNICAL ENGINEER PRIOR TO COMMENCEMENT.
                                                                                                                                                                                                                                                                                                        01