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Compiled Approved Plans OPW25/0042.02

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               S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LEGEND

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   APPROX. LOCATION OF EXISTING Ø150                                                                                                               PROPOSED EARTHWORKS FILL




                                                                                                                                                                    S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SEWER MAIN. SEWER TO BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ACCURATELY LOCATED VIA VACUUM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXCAVATION & SURVEY PRIOR TO                                                                                                                    PROPOSED EARTHWORKS CUT




                                                                                                                                                                                            OUTSIDE OF BUILDING ENVELOPE (TYP)
                                                                                                                                                                                              BUILDING PLATFORM HARDSTAND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   COMMENCMENT OF WORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   300 THK BUILDING PLATFORM HARDSTAND.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                   TO EXTEND 1.0m (NOM)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TYPE 2.5 CBR15. LIQUEFACTION COMPACTION.
                                                                D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   REFER SITE PREPARATION NOTES.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EW03




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EW03
                                                                                                                                                                                                                                     EW04
                                                                                                                                                               S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EW03
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SERENIT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             A
                                                                                                                                                                                                                                             D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Y CLOSE                                                                                                                                                                                                                         150 THK BUILDING PLATFORM HARDSTAND.
                                                                                                                                                                                                                                                                                            W                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TYPE 2.5 CBR15. LIQUEFACTION COMPACTION.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                                                                                                              W                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    REFER SITE PREPARATION NOTES.
                                                                                                                                                                                       D                                                                                                                                                                                                                                                                                     W
                                                                                                                                    W                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              150 THK TEMPORARY HARDSTAND.



                                                                                                                                                                                                                                          19.5




                                                                                                                                                                                                                                                                                                                                                                                                               20.5
           CH0.00                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TYPE 2.5 CBR15.LIQUEFACTION COMPACTION




                                                                                                                                                                                                                                                                                                                                             20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            21
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NOT REQUIRED. TAKE UP PRIOR TO SOFT
                                                                                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              21.5
                          W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LANDSCAPING.
                                                                    S




                                                                                                                                     | | | | | | | |                 |         | | | | | | | | | | | | | | | | | | | | | | | | | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                                                                                ||
                                                                                                                                  | | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   150 THK TEMPORARY HARDSTAND.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                                                                  | | | | | || |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TYPE 2.5 CBR15.LIQUEFACTION COMPACTION
                                                                                                                             |




                                                 EW19.0
                                                                                                           | | |




                                                                    5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NOT REQUIRED. TAKE UP PRIOR TO SOFT
                                                                                                                                          D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LANDSCAPING.
                                                                                                    |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            | | | |   | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         | | | |
                                                                                              |




                                                                                                                                                                                                                 PAD LEVEL                                                                                                                                                                                                                                                                                                                    | | | | | |


                                                                                                                                                                                                                                                                                                                                   | |
                                                                                       |




                                                 19                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   300 THK TEMPORARY HARDSTAND OVER
                                                                    | | | S| | | | | | | | | | | | | | | S| | | | | | | | | | |




                                                                                                                                                                                                                 RL18.4

                                                                                                                                                                                                                                                                                                                                                   | |
                                                                                                                                                        S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  | | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   | | | | | | | | | | | | | | | | | | | | | | | | |                             | | | | | | | | |
                                                                                                                                                                                                                                                                                                                                                                                                | | | | | | | | | | | |                                                                                                                                                                                                                                        | |                                                                           |                                                                                                                                                                                                     SEWER/STW.

                                                                                                                                                                                                                                                                                                                                                           |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    | | | | | | | | | | | | | | | | | | | | | |
                                                                                                                                                                                                                                                                                                                                                                                                                                       | |                                                                                | | | | |

                                                                                                                                                                                                                                                                                                                                                    | | | | | | | | | | | | | | | | | | | | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     |
                                                                                                                                                                                                                                                                                                                                                                                                                                             |                                                                    |                           TEMPORARY                                                                                                                                                                                                                                                                                                                                                                                            TYPE 2.5 CBR15. LIQUEFACTION COMPACTION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     | | | | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      |
                                                                                                                                                                                                                                                                                                                                                                                                                                                     ||




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                 |
                                                                                                                                                                                                                                                                                                                                                                                                                                                          | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                | | |                                 | |                                     BATTER                                                                                                                                                                                                                                                                                                                                                                                               NOT REQUIRED. TAKE UP PRIOR TO SOFT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             | | | | | | | | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  |

                            CH20.00                                                                                                                                                                                                                                                                                                                                                                                                                                      |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1 in 2 MAX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       |     | | | | | | | | | | |                                                                                                                                                 LANDSCAPING.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  |
                                                                                                                                      D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  | | | | | | | | | | | | | |
                                                                                                                                                                                                                 PAD LEVEL                                                                                                                                                                                          TEMPORARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                21
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PAD LEVEL                                                                                                                                                                                                                   PAD LEVEL                                                                                                                                                                                      8.90             PROPOSED EARTHWORKS LEVEL
                                                                                                                                                                                                                 RL17.55                                                                                                                                                                                            BATTER                                                                             RL21.30                                                                                                                                                                                                                     RL21.55                                                                                                                 21.5
                                                                                                                                                    S




                                                                                                                                                                                                                                                                                                                                                                                                         20

                                                                                                                                                                                                                                                                                                                                                                                                                    1 in 2 MAX                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SHEET PILING TO MANUFACTURERS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TEMPORARY
                                                                                                                                                                                                              19
     JOINS TO EW01




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TEMPORARY                                                                                                                                                                               DESIGN & CERTIFICATION.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BAN RT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BATTER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  COU
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BATTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1 in 2 MAX                                                                                                                                                                                       | | | | | | | | | | | | |   |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED TOP OF BATTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1 in 2 MAX
                                      CH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED TOE OF BATTER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     KSI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      W
                                            40 S




                                                                |                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LINE OF BASEMENT                                                                                                                                                                                                                                                                                                                                                          EXISTING SURFACE CONTOUR
                                              .0




                                                            |
                           EW18.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         A
                                                        |




                                 0               | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E                    EXISTING ELECTRICAL RETICULATION
                                                                0




                                           | |
                                     | |
                                                                                                                                                                                         T                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SHEET PILING TO
                                                                                                                                  D




                               | |
                                                                                                                                                                                       EN                                                                                                                                                                                                                                                                                                                                                                                                                                                                          MANUFACTURERS SPEC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              T                    EXISTING TELSTRA RETICULATION
                                                                                                                                                                   EM
                         | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                AS
                 |
                                      ExRL1                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   D                    EXISTING STORMWATER DRAINAGE
                                                                                                                                                              FB




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      W
                                            8.30
                                      EW17.0
                                                                                                                                               E         O                                                 SHEET PILING TO
                                              0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               W                    EXISTING WATER RETICULATION
                                                                                                                                           LIN                                                                                                                                                    TEMPORARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                           MANUFACTURERS SPEC                                                                                                                                                                                                 PAD LEVEL                                                                                                                                                                                                                                                                               PAD LEVEL
                                                                                                                                                                                                                                                                                                  BATTER                                                                                                                                                                                                                                                                                                                                                                                                              RL11.42                                                                                                                                                                                                 S                    EXISTING SEWER RETICULATION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LINE OF BASEMENT
                                                                                                                                      S




                                                                                                                                                                                                                                                                                                  1 in 2 MAX                                                                                                                  RL11.42                                                                                                                                                                                                                                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ALL BATTERS TO BE LINED WITH
                                                                                                                                                                                                                                                   19

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              21
                                                   18                                                                                                                                                                        | | | | | | | | | | | | | | | | | | | |
                                                                    D




                                                                                                                                                                                       L
                                                                                                                                                                                                                                                                                                     | | | | | | | | | | | | | | | | | | | | | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BIDIM A14 GEOFABRIC. BATTER
                                                                                                                                                                                                                    | |
                                                                                                                                                         VE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TRESS TO BE RETAINED
                                                                                                                                                                                                                                                                                                                                                                                                                                       20




                                                                                                                                                                                                           | |
                                                                                                                                                     LE 5                                         | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SHEET PILING TO
                                                                                                                                                   D   .5
                                                                                                                                                                                           | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                GRADIENTS TO BE CONFIRMED BY
                                                                                                                                                 PA 11                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                   | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       MANUFACTURERS SPEC                                                                                                                        21
                                                                                                                                                  RL                                                                                                                                                                                                                                                                                                                                                                            GEOTECHNICAL ENGINEER'S ONSITE
                                                                                                                                                                               |




                                                                                                                                                                           |
                                                                                                                                                                     | |
                                                                                                                                                              | |                                                                           EXISTING SEWER TO BE
                                                                                                                                                    |
                                                                                                                                                        | |
                                                                                                                                                                                                                                            TAKEN UP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ALL BATTER GRADIENTS
                                                                                                                                                |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     21                                                                                                                           TO BE CONFIRMED BY
                                                                                                                                                 | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                        | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          21
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  GEOTECHNICAL
                                                                                                                                                              | |




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