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Compiled Plans & Documents OPW18-0342 02

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                                                                                                                                                                                                      NOOSA COUNCIL
                                    NOTES:                                                                                                                                                                                                                                                                                         NO WORKS IN EASEMENT UNTIL




                                                                                                                                                                                     .|.
                                    1. FOR EARTHWORKS SECTIONS REFER                                                                            .|. .|.
                                                                                                                                                        .|.                    .|.                                                                                                                                                                                                           GRASSTREE COURT                                                               LEGEND
                                                                                                                                                                                                                                                                                                                                   SUCH TIME AS FUTURE

                                                                                                                                                                                                      APPROVED PLAN
                                        SHEET 4001-109                                                                                                                                                                                                                                                                             INTERSECTION AUGMENTATION                                 AUGMENTATION SUBJECT                                                          EXISTING FEATURES
                                    2. FOR RETAINING WALL DETAILS REFER                                                                                                                                                                                                                                                            IS COMPLETED                                              TO FUTURE OPW APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING KERB AND CHANNEL
                                                                                                                                                                                                    OPW18/0342 8 JUN 2019
                                        SHEET 4002-119
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING CONCRETE INVERT
                                    CUT TO FILL VOLUMES                                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING ROAD CENTRELINE
                                    (ASSUMING NO COMPACTION)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING SEWERMAIN
                                    CUT                               24,991m³                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING SEWER RISING MAIN
                                    FILL                              14,080m³                                                                                                                                                                          SHEET 2                                                                                                                                                                                                                                  EXISTING TELECOMMUNICATION
                                    300mm TOPSOIL TO BE TRANSLOCATED 9,000m³
                                    EXPORT (TO RAC SITE)                   .|. .|. .|.
                                                                                                                                                                                                                                                                                                                                                              C O U R T                                                                                                                          EXISTING UNDERGROUND ELECTRICAL
                                                                     .|.1,911m³




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                                                                                                                                                                                                                                                                                                                                          G




                                                                                                                                                                                                                                                                                                                                                                                                                                                               .76
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING WATERMAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                           31
                                                                                                    .|. .|. .|. .|. .|.
                          SHEET 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                           .
                                                                                                                                                                                                                                                                                                                                                                                                                                                        EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING STORMWATER
                                                                                                                                                                                                                                                    E
                                                                                                                                                                                                                              S S             T R E
                                                                                                                                                                                                                G R A                                                                                                                                                                                                      31.44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED WORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SHEET BOUNDARY


                                                                                                                .|.
                                                 REFER DRAWING 4001-120 FOR
                                                                                                                                  .|.                                                                                                                                                                                                                                                                                                                                                            PROPOSED LIMIT OF WORKS
                                                                                                                          .|.
                                                                                                                              .|.
                                                                                                                                                                                                                                                                                                       30.49            30.78      30.85          31.07         31.26           31.37
                                                                                                                                                                                                                                                                                                                                                                                                                        STAGE 2                                                                  DESIGN CONTOURS (0.20m INTERVALS)
                                                 FIRE TRAIL CROSS SECTIONS.
                                                                                                                                                                                                                                                                                                                                                                                                                           31.48                                                                 PROPOSED ROAD CENTRELINE
                                                                 FIRE TRAIL CONTROL LINE                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED TOP OF BANK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED TOE OF BANK
                                                                                                                                                                                                                                                                                                                                                                                                                           31.55                                                                 PROPOSED TABLE DRAIN
                                                                                                                                                                                                                                      30.00                                                                                        R O A D                2                                                                                                                                      PROPOSED SLEEPER WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED BOULDER WALL
                                          0.0
                                       00                                                                                                                                                                                                                                                                                                                                                                                                                                                        FUTURE RETAINING WALL
                                                                                                                                         24.80                                                                                                                                                                                                                                                                             31.52                                                                 RETAINING WALL BY OTHERS (FUTURE)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED NO GO FENCING
                                                                                                                                                                                                                                                                                                              30.56       30.84     30.93         31.06       31.36          31.33
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED AREA TO BE IN CUT
                                                                                                                                                                                                                    27.00                                                                                                                                                                                                                                                                        PROPOSED AREA TO BE IN FILL
                                                                                                                                                                                                                                                                                                                                                                                                                           31.90
                                                     20                                                                                                                                                                                                                                                                                                                                                                                                                       31.95              PROPOSED FINISHED FLOOR LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED FIRE TRAIL CONTROL LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                6
                                                                                                                                                                        R O A



                                                                                                                                                                                                                                                                                                                                  30.04                         31.95




                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EARTHWORKS NOTES




                                                                                                                                                                                                                                                                                                                                                                                                                                                          .3
                                                                                                                                                                                                                                                                                                                                                                                                                           31.87




                                                                                                                                                                                                                                                                                                                                                                                                                                                        EX
                                                                                                                                                                                                                                                                                                           1




                                                                                                                                                                                                                                                                                                                                                                                                 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.    THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING
                             40




                                                                                                                                                                                                                                        STAGE 1                                 F
                                                                                                                                                                          D




                                                                                                                                        23.90                                                                                                                                                                                                                                                                                                                               SERVICES WITH THE RELEVANT AUTHORITIES PRIOR TO THE
                                                                                                                                                                                                                                                                               112




                                                                                                                                                                                                                                                                                                           R O A D
                                                                                                                                                                                                        29.68      29.61              29.71            29.82           29.85            29.89                                     30.04                         32.23                                                                                                       COMMENCEMENT OF CONSTRUCTION.




                                                                                                                                                                                                                                                                                                                                                                                                 R O A D
                                     60                      17.20                                                                                                                                                                                                                                                                                                                                                         32.24                                      2. THE CONTRACTOR SHALL REMOVE ALL STRUCTURES, DEBRIS AND
                                                                                                                                                                               2




                                                                                                                                                                                                                                                                               9                                                                                                                                                                                            FENCES FROM THE SITE TO THE SATISFACTION OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SUPERINTENDENT.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      3. EXISTING SURFACE IS TO BE CLEAR OF VEGETATION MATTER PRIOR
                   B                                                                                                                                                                                                                                                                                                              29.93                         32.60                                                                                                       TO THE START OF FILLING.
                    112                                                                                                                                                                                                                                                                                                                                                                                                    32.57
                                                                                                                                                                                                                                       DRIVEWAY                                     2                                                                                                                                                                                 4. FILL IS TO BE OF GOOD QUALITY AND FREE OF UNSUITABLE MATERIAL.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5. NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON




                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.5
                                                    80




                                                                                                                                                                                                                                                                                                                                                                                                                                                          .3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            THE DRAWINGS, THE ACTUAL LIMITS SHALL BE DETERMINED ON SITE




                                                                                                                                                                                                                                                                                                                                                                                                                                                        EX
                                                                                                                                                                                                                                                                                                                                  29.97                         32.70                                                                                                       BY THE SUPERINTENDENT DURING CONSTRUCTION. SIMILARLY, THE
                                                                                                                                                                                                                                                                                                                                                                                                                           32.58                                            FINISHED SURFACE LEVELS MAY BE ADJUSTED BY THE WRITTEN
                                                                                                                                                                                                                                                                                                                                   A                                                                                                                                        DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION AFTER
                                                                                                                                                                                                                                        29.73                  29.87                29.84
                                                                                                                                                                                                                                                                                                                                  112                                                                                                                                       AMENDED DRAWINGS HAVE BEEN APPROVED BY COUNCIL/EDQ.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                6
                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.7
                                                                      100                                                                                                                                                                                                                                                                                                                                                                                             6. ALL EXCAVATION AND FILLING SHALL BE CONSTRUCTED TO THE




                                                                                                                                                                                                                                                                                        112
                                                                                                                                                                                                                                                                                         D




                                                                                                                                                                                                                                                                                                                                                                                                                                                          .3
                                                                                                                                                           23.60                                                                                                                                                                  29.99                         32.39                                                                                                       REQUIREMENTS OF AS3798-2007 AND IN ACCORDANCE WITH THE




                                                                                                                                                                                                                                                                                                                                                                                                                                                        EX
                                                                                                17.80                                                                                                                                                                                                                                                                                                                      32.19                                            CURRENT COUNCIL/EDQ AND CALIBRE SPECIFICATIONS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      7. LEVEL 1 CERTIFICATION IS REQUIRED ON ALL LOTS IN ACCORDANCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WITH AS3798-2007.
                                                                                                                                                                                                                                                                                                                                  30.04                         31.85                                                                                                 8. ALL DRAINAGE STRUCTURES ARE TO BE PRESERVED FROM THE
                                                                                     120
                                                                                                                                                                                                                                                                                                                                                                                                                           31.77                                            EFFECTS OF STRUCTURAL LOADING GENERATED BY THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EARTHWORKS.
                                                               C




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8
                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      9. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.
                                                                112




                                                                                                                                                                                                                                                                                                                                                                                                                                                          .3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10. ALL EARTHWORKS TO BE CONSTRUCTED WITH REFERENCE TO THE




                                                                                                                                                                                                                                                                                                                                                                                                                                                        EX
                                                                                                                                                                                                                                                                                                                                   R O A D                2                                                                                                                 BELOW DOCUMENTS
                                                                                                                                                                                                                  24.20                                                                                                                                                                                                                                               10.1. DOUGLAS PARTNERS GEOTECHNICAL REPORT (AUGUST,2017)
                                                                                                          140                                                                                                                                                                                                                                                                                                                                                         10.2. GROUNDWATER MODELLING BY JACOBS ENGINEERING GROUP.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10.3. CONSTRUCTION ENVIRONMENT MANAGEMENT PLAN BY CALIBRE (
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ISSUE C OCTOBER, 2017).
                                                                                                                                                                                                                                                                               29.51               30.04              30.17       30.63           30.82           31.20              31.55                 31.92              32.01                                   10.4. EARTHWORKS STRATEGY BY CALIBRE (NOVEMBER,2017)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                7
                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      11. THE CONTRACTOR SHALL ONLY OPERATE IN THE STAKED AREAS AND




                                                                                                                                                                                                                                                                                                                                                                                                                                                          .3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            IN ACCORDANCE WITH ALL LIMITATIONS LISTED BELOW.




                                                                                                                                                                                                                                                                                                                                                                                                                                                        EX
                                                                                                                                160
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      11.1. AS PER AWC REPORTS AND DRAWINGS IN RELATION TO EXISTING,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FUTURE AND PROPOSED FROG HABITATS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      11.2. ARUP REPORTS AND DRAWINGS IN RELATION TO EXISTING, FUTURE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            AND PROPOSED FISH HABITATS




                                                                                                                                                                                                                                                                                                                                                                                                                                380
                                                                                                                                                                                                                                                                                                                                                                                                 360
                                                                                                                                                                                                                                                                                                                                                                      340
                                                                                                                                                                                                                                                                                                                                            320
                                                                                                                                                                                                                                                                                             280




                                                                                                                                                                                                                                                                                                                        300
                                                                                                                                                                                                                                                               260
                                                                                                                                                                                                                              240
                                                                                                                                                                                                      220
                                                                                                                                           180




                                                                                                                                                                         200




                                                                                                                                                                                                                                                                                                                                                                                                                                                               4 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.9 3.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      12. ANY AREA DISTURBED OUTSIDE OF THE WORKS AREA SHOWN SHALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                          .3 .3
                                                                                                                                                                                                                                                                                                                                                                                                                                                        EX EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BE REHABILITATED TO A MINIMUM OF THE PRE-CONSTRUCTION
              SHEET 3                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONDITIONS, AT THE CONTRACTORS EXPENSE.
                                                                                                                                                                                                                                                                                                                                                                                                                                   SHEET 3
                                                                                                                                                                                                                                                                                     112
                                                                                                                                                                                                                                                                                      E




                                                                                                                                                                                                                                                                                                                                                              FIRE TRAIL CONTROL LINE                            EMERGENCY VEHICLE
FILE: 4001-108.dwg DATE: 17-12-2018 USER: CURTIS BOORMAN                                                                                                                                                                                                                                                                                                                                                         EXIT FROM FIRE TRAIL.
XREFS: X-18-001942-TITLE, X-18-001942-4001-BASE, X-18-001942-4001-TREES, X-18-001942-4001-CUT_FILL, X-18-001942-SURVEY, X-18-001942-3001-BASE, X-18-001942-4000-CONTS
           DESIGN DRAWN CHECK APPROVED          DATE                                                                                                 STATUS                                                               SCALE                                                                      CLIENT                                                                                                                                PROJECT                                                DRAWING TITLE
FIRST                                                                                    AMENDMENT DETAILS                                                                                                                                                                                                                                                                                   Calibre Professional Services (QLD) Pty Ltd
ISSUE      CB      NV       SD       SP      18.12.18
                                                                                                                                                                    FOR APPROVAL                                                                                                                                                                                                                         Level 3, 16 Innovation Parkway       BLUE CARE SUNRISE BEACH                                             BULK EARTHWORKS
     A     JR      JR       SP       SP      08.04.19 INFORMATION REQUEST RESPONSE                                                                                                                                                                                                                                                                                                                           Birtinya QLD Australia 4575
A
M    B                                                                                                                                                            NOT FOR CONSTRUCTION                                            0      5        10    15      20     25      30       35   40
                                                                                                                                                                                                                                                                                                                                                                                                                Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                                                                                  Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                                                                                RETIREMENT LIVING &                                                 LAYOUT PLAN
E
     C
N
D
M    D
                                                                                                                                                      APPROVED                                                                    SCALE 1:500 (A1)                          SCALE 1:1000 (A3)                                                                                                                                                        AGED CARE
E                                                                                                                                                     BY: SHAUN PILCHER RPEQ 14593                                                                                                                                                                                                                                                         DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROJECT No.          DRAWING No.   REVISION
     E
N                                                                                                                                                                                                                                                                                                                                                                                                                                          ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F
T
S
     G                                                                                                                                                SIGN:                                DATE: 08.04.2019
                                                                                                                                                                                                                                                                                                                                                                      C     calibregroup.com                                               PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                                                                           DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  18-001942            4001-108           A

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