RFI - Attachment D - Amended Engineering Drawings · 132008.1128.04

30.600




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                 R E E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING TREE TO BE RETAINED, PROVIDE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ..
                                                       UGT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  AN OFFSET OF 12x TRUNK DIAMETER FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .|




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .|. .|. .|. .|. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 28.32                    27.64                                                                                   PROTECTION BUFFER, REFER ECOLOGIST
                                                                   UGE




                                                                                                                                                                                                                                                                      BOX 200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .
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                                                                     UGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  REPORT FOR FURTHER DETAILS




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .|. .
                                                            W UGT




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   REFER 18-001942-108 FOR RETAINING WALL SETOUT AND DETAILS
                                                                          UGU




                  C
                                                                            EGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .|. .|. .|. .|. .|.
                 107                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .|. .|. .|. .|. .|. .|.                                      .|.
                                                                   W UGT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 29.00                    28.37                          27.66




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S
         FOR CROSS SECTION REFERENCE ONLY - REFER TO CROSS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ANY AREA DISTURBED OUTSIDE OF THE WORKS AREA SHOWN SHALL
                                                                                  UGU




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BE REHABILITATED TO A MINIMUM OF THE PRE-CONSTRUCTION
                                                                                    EGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONDITIONS, AT THE CONTRACTORS EXPENSE.
                                                                          W GT




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         SECTION ON NEXT PAGE
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 29.50                    28.82                          28.35                                EARTHWORKS NOTES
                                C O U
    RM




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING
                                                                                              UGU




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SERVICES WITH THE RELEVANT AUTHORITIES PRIOR TO THE
                                                                                                EGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 29.86                    29.19                          28.50                                   COMMENCEMENT OF CONSTRUCTION.
      RM




                                  R T



                                                                                          UGT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2. THE CONTRACTOR SHALL REMOVE ALL STRUCTURES, DEBRIS AND
                                                                                                      E
                                                                                                      UGEUG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               31.31
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FENCES FROM THE SITE TO THE SATISFACTION OF THE
                                                                                                                          32.10                                          32.10                                     31.97                            31.68                                                                             31.64                              31.55                                                                                                                                                                                                                                                                                                31.13                                           30.85                                              30.10                    29.46                          28.71                                   SUPERINTENDENT.
         RM




                                                                                                                                                                                                                                                                                                                            PLAN
                                                                                                                                                               107




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          107
                                                                                                  UGT




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           D
                                                                                                                                                      S                    S                        S
                                                                                                                                                                                                                                                                                                     SCALE 1:250 ON A1                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3. EXISTING SURFACE IS TO BE CLEAR OF VEGETATION MATTER PRIOR TO
                                                                                                                                                                                                                               S             S                                         S                                          S                   S                       S                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                                                             .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 THE START OF FILLING.
                                                                                                                                                                                                                                                                                      E 4964.875
                                                                                                                                                                                                                                                                                                 .|.




                                                                                                                                                                  E 4949.082                                    E 4959.852                                                                                                                                E 4972.810
                                                                                                                                                                         .|.
                                                                                                                                                                  N .9951.933.| . .|. .|. .|. .|. .|. .|. .|. .|.
                                                                                                                                                                                                                N .|.
                                                                                                                                                                                                                   9959.633
                                                                                                                                                                                                                                      N 9964.473
                                                                                                                                                                                                                      .|. .|. .|. .|. .|.                                                                                                                 N 9970.138                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          4. FILL IS TO BE OF GOOD QUALITY AND FREE OF UNSUITABLE MATERIAL.
                                                                                                                                                                     | .                                                                RL 26.200
                                                                                                                                                                  |.
                                                                                                                                                             .|. . RL 27.400                                      RL 27.400                  .|. .                                                                  .           |. .|. .|. .|. .|. .|. .|. RL 26.200
                                                                                                                                                                                                                                                                                                                                                                .|. .|. .|.
                                                                                                                                                                                                                                                                                     . .|
                                                                                                                                                                                                                                                                                                                                                                .|. .|. .|. .|. .|.
                                                                                                                                      . |.   .|.                               .|. .|                                                                                             .|                              .|. .|. .|. .|. .|. .|. .|. .                                                                                                                                 ..
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  |.                                                                                                                                                                                                                                                                                                                                                                                          5. NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON
                                                                                                                         .|. .|. .|.                  | . .|.                        .           .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.                                .  |.                            |.                                                                                                                                                                                                                                  .|
                                                                                                                                                                                                                       3.54m




                                                                                                                                                    .                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            THE DRAWINGS, THE ACTUAL LIMITS SHALL BE DETERMINED ON SITE
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                                                                                                                                    .|.                                                                                                                                                                                                                                  R1                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BY THE SUPERINTENDENT DURING CONSTRUCTION. SIMILARLY, THE
                                                                                                                                                                                                                                                                                                                                          .0
                                                                                                                                                                                                                                                             .|. .|. .|. .|. .|.




                                                                                                                                                                                                                                                                                                                                       R1                                  .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               |. .|




                                                                                                                                                                                                                                                 R1                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FINISHED SURFACE LEVELS MAY BE ADJUSTED BY THE WRITTEN
                                                                                                                                                             E 4951.300                                                                            .0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION AFTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .|. .




                                                                                                                                                             N 9948.831                                                                                 .0                                                                            R1                                          .0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AMENDED DRAWINGS HAVE BEEN APPROVED BY COUNCIL.
                                                                                                                                                                                                                                                   R1                                                                                                                     R1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         |.




                                                                                                                                                              RL 27.400                                                                                                                                                                 .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .|. .




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6. ALL EXCAVATION AND FILLING SHALL BE CONSTRUCTED TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                |.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 REQUIREMENTS OF AS3798-2007 AND IN ACCORDANCE WITH THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .




                                                                                                                         .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 |.




                                                                                                                               .|.                                                                                                 E 4962.069
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            |. .




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CURRENT COUNCIL SPECIFICATIONS AND STANDARD DRAWINGS.
                                                                                                                                      .|.                                                                                          N 9956.529
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    |. . .|. .




                                                                                                                                             .|.
                                                                                                                                                 .    |. .                                                                          RL 27.400
                                                                                                                                                                                                                                                                    E 4967.735                                                                            E 4975.669                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          7. LEVEL 1 CERTIFICATION IS REQUIRED ON ALL LOTS IN ACCORDANCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        |.




                                                                                                                                                          |. .
                                                                                                                                                              |. .                                                                                                  N 9960.467                                                                            N 9966.134                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WITH AS3798-2007.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              |. .




                                                                                                                                .|.                               |.                                                                                                 RL 26.200
                                                                                                                                       .|.                                                                                                                                                                                                                 RL 26.200                                                                                                                                                                                                                                                                                                                                                      PRELIMINARY VOLUMES (NO COMPACTION)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8. ALL DRAINAGE STRUCTURES ARE BE PRESERVED FROM THE EFFECTS
                                                                                                                                                                               .|.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CUT = 2,247m³
                                                                                                                                                                         .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .|.




                                                                                                                                                                                     .|.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         OF STRUCTURAL LOADING GENERATED BY THE EARTHWORKS.
                                                                                                                                                       .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FILL = 2,329m³
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .|.




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BALANCE = 82m³
                                                                                                                                                                                                                                                  INSET                                                                                                                                                                                                                                                                                                                                                                                                                                                                   (VOLUMES ASSUME 200mm BOX UNDER BUILDING AND CARPARK)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              9. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.
                                                                                                                                                                                                                                         SCALE 1:200 ON A1
FILE: 5001-106-107.dwg DATE: 29-11-2018 USER: SHAUN PILCHER
XREFS: X-18-001942-SURVEY, X-18-001942-TITLE, X-18-001942-5001-BASE, X-18-001942-5001-CUT_FILL, X-18-001942-5002-CONTS
              DESIGN DRAWN CHECK APPROVED                                    DATE                                                                                                        STATUS                                                                                                                                 SCALE                                                                                                                                                                                                                                                                                                        CLIENT                                                                                                                                                                                                  PROJECT                                               DRAWING TITLE
 FIRST                                                                                                            AMENDMENT DETAILS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Calibre Professional Services (QLD) Pty Ltd
 ISSUE           CB       CB        -                  -              26.10.18
                                                                                                                                                                                                                                 TENDER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Level 3, 16 Innovation Parkway       BLUE CARE SUNRISE BEACH                                            EARTHWORKS
         A       CB       CB       SP                 SP              02.08.19 FIRE TRAIL AMENDED                                                                                                                                                                                                                                          0    2.0       4.0      6.0        8.0                                                                                       10.0                                                     12.0                                                          14.0          16.0                                                                                                                                                                                                      Birtinya QLD Australia 4575
A
M        B       CR       NV       SP                 SP              08.04.20 BASIN AMENDMENTS                                                                                                                 NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                           SCALE 1:200 (A1)                                                                                                                                                          SCALE 1:400 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RETIREMENT LIVING &                                              DETAIL PLAN
E
         C       CR       CR       SP                 SP              30.07.20 ISSUED FOR TENDER
N
D
M        D
                                                                                                                                                                                         APPROVED
                                                                                                                                                                                                                                                                                                                                           0    2.5       5        7.5        10                                                                                        12.5                                                                     15                                            17.5             20                                                                                                                                                                                                                                             AGED CARE
E
                                                                                                                                                                                         BY: SHAUN PILCHER RPEQ 14593                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROJECT No.         DRAWING No.      REVISION
         E                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
N                                                                                                                                                                                                                                                                                                                                          SCALE 1:250 (A1)                                                                                                                                                          SCALE 1:500 (A3)
         F
T
S
         G                                                                                                                                                                               SIGN:                                          DATE: 30.07.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 C   calibregroup.com                                                PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           18-001942          5001-106            C