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Compiled Approved Plans & Documents OPW18-0341 .01pdf

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Plans and drawings

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PROVIDE




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                                                           W




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                                                       UGT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                AN OFFSET OF 12x TRUNK DIAMETER FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .|. .|. .|. .|. .|.
                                                                                                                30.87           30.47                                           30.60                                   30.60                                       30.60                                                                                     30.60                              30.60                                                                                                                                       30.60                                                                                                          28.18                                              28.32                    27.64                                                                                   PROTECTION BUFFER, REFER ECOLOGIST
                                                                   UGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            |. .|




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        29.03
                                                                     UGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                REPORT FOR FURTHER DETAILS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .|. .
                                                           W UGT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .|. .|. .|. .|. .|. .|. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .|. .|. .|. .|. .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 REFER 18-001942-108 FOR RETAINING WALL SETOUT AND DETAILS
                                                                          UGUG




                  C
                                                                            E E




                 107
                                                                   W UGT




                                                                                                                30.62           30.46                                           30.59                                   30.60                                       30.60                                                                                     30.60                              30.60                                                                                                                                       30.60                                                             30.60                                        30.60                                              29.00                    28.37                          27.66




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ANY AREA DISTURBED OUTSIDE OF THE WORKS AREA SHOWN SHALL
                                                                                  UGUG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BE REHABILITATED TO A MINIMUM OF THE PRE-CONSTRUCTION
                                                                                    E E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONDITIONS, AT THE CONTRACTORS EXPENSE.
                                                                          W UGT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                          UGUG
                                                                                            E E




                                                                                                                30.54           30.48                                           30.50                                   30.60                                       30.60                                                                                     30.60                              30.60                                                                                                                                       30.60                                                             30.60                                        30.60                                              29.50                    28.82                          28.35                                EARTHWORKS NOTES
                                 C O U
    RM




                                                                                    W
                                                                                  UGT




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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SERVICES WITH THE RELEVANT AUTHORITIES PRIOR TO THE
                                                                                                E E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                30.47
                                                                                                                32.00           30.52                                           30.50                                   30.44                                       30.46                                                                                     30.46                              30.44                                                                                                                                                                                                         30.39                                        30.49                                              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
                                                                                                  W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               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




                                                                                                                                                                    G




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               D
                                                                                                                                                                                                                                                                                                                                        SCALE 1:250 ON A1                                                                                                                                                                                                                                                                                                                                                                                                                                                   3. EXISTING SURFACE IS TO BE CLEAR OF VEGETATION MATTER PRIOR TO
                                                                                                                                                                                                                                             .04
                                                                                                                                                                                                                                            27




                                                                                                                                                     S                           S                        S                           S               S                                                                           S                       S                   S                   S                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                         .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               THE START OF FILLING.
                                                                                                                                                                                                                                                                                                                                        .|.




                                                                                                                                                                      E 4949.082                                E 4959.242              E 4964.555                                                                                                                                E 4973.101
                                                                                                                                                                        .42




                                                                                                                                                                                                                                              .
                                                                                                                                                                                                                     .|. .|. .|. .|. .|. N .|9963.631
                                                                                                                                                                            .|. .|. .|. .|. .|. .|. .|. .|. .|. N.|.9959.197
                                                                                                                                                                   27




                                                                                                                                                                     N .9951.533                                                                                                                                                                                                  N 9969.731
                                                                                                                                                                                                                                                                                                                                                                                                           .47




                                                                                                                                                                        | .                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 4. FILL IS TO BE OF GOOD QUALITY AND FREE OF UNSUITABLE MATERIAL.
                                                                                                                                                                     |.
                                                                                                                                                                                                                                                                                                                                                                                                         27




                                                                                                                                                                .|. . RL 27.400                                   RL 27.400               RL 26.200.|. .|                                                                                                                          RL 26.200
                                                                                                                                                                                                                                                                                                                                                                                        .|. .|. .|.
                                                                                                                                                                                                                                                                                                                                     . .|.               . .|. .|. .|. .|. .|. .|.      .|. .|. .|. .|. .|.
                                                                                                                                                           |.
                                                                                                                                                  .| . .                                                                                                                                                                         . .|
                                                                                                                                                                                     .|. .|                                                                                                                                                                                                                   .|.
                                                                                                                                                                                                                                                                                                                                              6




                                                                                                                                                                                                                                                                                                                                        .|. .|. .|. .|. .|. .|. .|.                                                                                                                                                                                                                                                                                                                                                                                                                                         5. NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON
                                                                                                                                                                        . .|.
                                                                                                                                                                                                                                                                                                                                            .4




                                                                                                                               .|. .|. .|.                                                  .                                                                                                                          .|
                                                                                                                                                                                                                                                                                                                                                                    .|.                                                                                             .|.
                                                                                                                                                                                                                                                                                                                                         27




                                                                                                                                                                                                       .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.
                                                                                                                                                                |. .|
                                                                                                                                                                                                                              3.54m




                                                                                                                                                                                                                                                                                                                               .|.                                                                                                                                                                                                                                                                                                                                                                                                                                                                             THE DRAWINGS, THE ACTUAL LIMITS SHALL BE DETERMINED ON SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .|.




                                                                                                                                                       |. .                                            .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.
                                                                                                                                                .| . .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .|.
                                                                                                                                                                                                                    .40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               BY THE SUPERINTENDENT DURING CONSTRUCTION. SIMILARLY, THE
                                                                                                                                                                                                                                                                            .|. .|. .|. .|. .|. .|. .|.   .|. .|. .|. .|. .|. .|. .|.
                                                                                                                                                                                                                  27




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .|.




                                                                                                                                                                E 4950.826                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FINISHED SURFACE LEVELS MAY BE ADJUSTED BY THE WRITTEN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .|. .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          -
                                                                                                                                   .73




                                                                                                                                                                N 9949.493                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION AFTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NOOSA COUNCIL
                                                                                                                                 28




                                                                                                                                                                                                                                                                                                                                                                                  .20




                                                                                                                                                                 RL 27.400                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     AMENDED DRAWINGS HAVE BEEN APPROVED BY COUNCIL.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .|.
                                                                                                                                                                                                                                                                                                                                                                              26




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .|. .|.
                                                                                                                                                                                                                                                          .50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            6. ALL EXCAVATION AND FILLING SHALL BE CONSTRUCTED TO THE
                                                                                                                                                                                                                                                      27




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               REQUIREMENTS OF AS3798-2007 AND IN ACCORDANCE WITH THE
                                                                                                                               .|.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     OPW18/0341 22 MAY 2020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .|.




                                                                                                                                   .|.
                                                                                                                                                                                     .70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CURRENT COUNCIL SPECIFICATIONS AND STANDARD DRAWINGS.
                                                                                                                                       .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .




                                                                                                                                           |. .
                                                                                                                                                                                 28




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .18



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .




                                                                                                                                               |. .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 |. . .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                               28




                                                                                                                                                   |. .                                         E 4954.185                                E 4962.907                                   E 4967.125                                                                                 E 4975.669                                                                                                                                                                                                                                                                                                                                                                                                                7. LEVEL 1 CERTIFICATION IS REQUIRED ON ALL LOTS IN ACCORDANCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     |.




                                                                                                                                                       |. .
                                                                                                                                 .|.




                                                                                                                                                                                                N 9951.894                                N 9954.064
                                                                                                                                                                                                                                                                                                                                                         .51




                                                                                                                                                                  |. .                                                                                                                 N 9960.031                                                                                 N 9966.134                                                                                                                                                                                                                                                                                                                                                                                                                   WITH AS3798-2007.
                                                                                                                                                                                                1:3
                                                                                                                               .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             |. .




                                                                                                                                                                      |.
                                                                                                                                                                                                                                                                                                                                                       27




                                                                                                                                                                                                 RL 27.400                                 RL 27.400                                    RL 26.200                                                                                  RL 26.200                                                                                                                                                                                                                                                           PRELIMINARY VOLUMES (NO COMPACTION)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         |. .
                                                                                                                                                                                                                                .13
                                                                                                                                                                          .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            8. ALL DRAINAGE STRUCTURES ARE BE PRESERVED FROM THE EFFECTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     |. .




                                                                                                                                                                                     .|.                                                                                                                                                                                                                                                                                                                                                                                                                                                               CUT = 2,365m³
                                                                                                                                                                                                                              29
                                                                                                                                                                                .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 |. .




                                                                                                                                                                                         . |. .                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                OF STRUCTURAL LOADING GENERATED BY THE EARTHWORKS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FILL = 1,929m³
                                                                                                                                                 .60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .




                                                                                                                                                                                                  |.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .|.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BALANCE = 436m³
                                                                                                                                              30




                                                                                                                                                                                                                                                               INSET                                                                                                                                                                                                                                                                                                                                                                                   (VOLUMES ARE TO FINISHED SURFACE LEVELS AND DOES NOT INCLUDE BOXING)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            9. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.
                                                                                                                                                                                                                                                  SCALE 1:200 ON A1
FILE: 5001-106-107.dwg DATE: 29-11-2018 USER: NICK VENESS
XREFS: X-18-001942-SURVEY, X-18-001942-TITLE, X-18-001942-5001-BASE, X-18-001942-5001-CUT_FILL
              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
                                                                                                                                                                                                                       FOR APPROVAL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              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
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
N                                                                                                                                                                                                                                                                                                                                                                SCALE 1:250 (A1)                                                                     SCALE 1:500 (A3)                                                                                                                                                                                                                                                                                                             ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
         F
T
S
         G                                                                                                                                                                                      SIGN:                                            DATE: 08.04.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               C   calibregroup.com                                                PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         18-001942          5001-106            B
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