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Compiled Plans & Documents OPW18-0342 02

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                                LEGEND                                                                                                                       PROPOSED WORKS
                                                                                                                                                                        .|.
                                  EXISTING FEATURES                                                                                                                                      PROPOSED LIMIT OF WORKS                                                                                                                                                                                                                                                                   WALL SETOUT




                                                                                                                                                                              .|.
                                                                                                                                            .|. .|.
                                                                                                                                                    .|.                 .|.                                                                                                                                                                                                                                                                                                                       WALL TOP   WALL TOE        WALL
                                                                 EXISTING KERB AND CHANNEL                                                                                               DESIGN CONTOURS (0.20m INTERVALS)                                                                                                                                                                                                                         POINT #      EASTING      NORTHING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   (mAHD)     (mAHD)       HEIGHT (m)
                                                                 EXISTING CONCRETE INVERT                                                                                                PROPOSED ROAD CENTRELINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                       1        4847.815         9776.440           18.600     18.400         0.200
                                                                 EXISTING ROAD CENTRELINE                                                                                                PROPOSED BARRIER KERB TYPE B2
                                                                                                                                                                                                                                                                                                                                                                                                                                                       2        4866.011         9786.746           19.200     18.400         0.800
                                                                                                                                                                                         REFER IPWEA STD DRG RS-080
                                                                 EXISTING SEWERMAIN                                                                                                                                                                                                                                                                                                                                                                    3        4870.100         9785.614           19.200     18.400         0.800
                                                                                                                                                                                         PROPOSED TOP OF BANK
                                                                 EXISTING SEWER RISING MAIN                                                                                                                                                                                                                                                                                                                                                            4        4874.244         9778.297           19.200     18.400         0.800
                                                                                                                                                                                         PROPOSED TOE OF BANK                                                                                                                                                                                                                                          5        4875.153         9774.847           19.200     18.400         0.800
                                                                 EXISTING TELECOMMUNICATION
                                                                                                                                                                                         PROPOSED TABLE DRAIN                                                                                                                                                                                                                                          6        4875.105         9760.189           19.600     18.800         0.800
                                                                 EXISTING UNDERGROUND ELECTRICAL
                                                                                                                                                                                         PROPOSED SLEEPER WALL                                                                                                                                                                                                                                         7        4889.587         9733.526           19.700     18.900         0.800
                                                                 EXISTING WATERMAIN
                                                                                                                                                                                         PROPOSED BOULDER WALL                                                                                                                                                                                                                                         8        4905.917         9704.747           19.700     18.900         0.800
                                                                 EXISTING STORMWATER
                                                                                                                  .|. .|. .|. .|.                                                        FUTURE RETAINING WALL                                                                                                                                   COURT                                                                                                 9        4941.765         9835.660           30.000     29.600         0.400
                                                                                                                                                                                                                                                                                                                                                                                                                                                      10        4936.392         9823.121           30.000     28.700        1.300
                                                                                                                                                                                                                                                                                                      REE




                                                                                                .|. .|. .|. .|. .|.
                                                                                                                                                                                                                                                                                               GRASST
                                                                                                                                                                                         RETAINING WALL BY OTHERS (FUTURE)
                                                                                                                                                                                                                                                                                                                                                                                                                                                      11        4932.097         9805.690           30.000     27.550         2.450
                                                                                                                                                                                         PROPOSED NO GO FENCING                                                                                                                         B
                                                                                                                                                                                                                                                                                                                                                                                                                                                      12        4932.086         9795.992           30.000     27.330         2.670
                                                                                                                                                                                                                                                                                                                       B                           21
                                                                                                                                                                                                                                                                                                                                        19 20                                                                                                         13        4938.921         9764.037           29.760     26.860         2.900
                                                                                                                                                                                                                                                                                          18                                     48
                                                                                                                                                                                                                                                                                                                                                                                                                                                      14        4956.140         9738.185           29.680     27.190         2.490
                                                                                                                                                                                                                                                                                                                      47



                                                                                                            .|.
                                                                                                                                                                                                                                                                                                        46                                                                                                                                            15        4977.796         9726.125           29.200     27.660        1.540




                                                                                                                                                                                                                                                                                                                                                                                   DWY 3
                                                                                                                                  .|.                                                                                                                                                         B
                                                                                                                              .|.                                                                                                                                                                                                                                                                                                                     16        5007.042         9726.125           29.780     28.910         0.870
                                                                                                                          .|.                                                                                                                                                                                                                                                                                                                         17        5008.930         9835.055           30.490     30.490         0.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                      18        5008.930         9851.676           31.895     30.990         0.905
                                                                                                                                                                                                                                                                                                    17                                                                                                                                                19        5043.489         9856.938           32.350     31.350        1.000
                                                                                                                                                                                                  9
                                                                                                                                                                                                                                                                                                                                                                                                                                                      20        5046.263         9857.392           32.300     31.570         0.730
                                                                                                                                                                                                                                                                                                                                                                                                                                                      21        5056.661         9857.889           32.150     31.570         0.580
                                                                                                                                                                                                        FUTURE RETAINING WALL                                                                                                         ROAD 2                                                                                                          22        5012.733         9815.447           29.990     29.990         0.000
                                                                                                                                                                                         10                                                                                                                                                                                                                                                           23        5012.733         9797.570           30.840     29.900         0.940
                                                                                                                                                                                                                                                                                                                                                                                                                                                      24        5021.399         9794.569           30.840     30.040         0.800
                                                                                                                                                                                                                                                                                                                                                                                                                                                      25        5049.479         9794.568           31.040     30.040        1.000
                                                                                                                                                                                                                                                                                                             22




                                                                                                                                                                                                                                                                      DWY 1


                                                                                                                                                                                                                                                                                           ROAD 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                      26        5049.479         9766.585           30.900     29.900        1.000
                                                                                                                                                                                    11
                                                                                                                                                                                                                                                                                                    C                                                                                                                                                 27        5049.479         9739.571           30.900     29.900        1.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                      28        5049.479         9713.960           31.040     30.040        1.000
                                                                                                                                                                                                                                                                                                             23                                                                                                                                       29        5074.459         9794.564           32.050     31.650         0.400
                                                                                                                                                                                                                                                                                                                       24                   25    30                29                                                                                30        5050.979         9794.571           31.950     31.950         0.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                      31        5050.979         9767.371           32.600     31.055        1.545
                                                                                                                                                                                    12                                                                                                                                           A                      A                                                                                             32        5050.979         9740.371           32.700     30.985        1.715
                                                                                                                                                                                                                                                                                                                                            D                                                                                                         33        5050.979         9726.021           32.390     31.005        1.385
                                                                       2                                                                                                                                                                                                                                                                                                                                                                              34        5050.979         9713.923           31.850     31.005         0.845
                                                                             3
                                                                                                                                                                                                                                                                                                                                                                                                                                                      35        5075.819         9726.021           32.390     31.850         0.540
                                                                                 4                                                                                                                                                                                                                                                                51                                                                                                  36        5075.819         9713.923           31.850     31.530         0.320
                                              1                                   5                                                                                                                                                                                                                                                                                                                                                                   37        4954.310         9721.306           27.360     26.760         0.600
                                                                                                                                                                                                                                                                                                                                                                                                                                                      38        4973.482         9714.602           27.590     27.000         0.590
                                                                                                                                                                          ROA




                                                                                                                                                                                                                                                                                                                                                                                                                                                      39        4991.488         9708.305           28.990     28.270         0.720




                                                                                                                                                                                                                                                                                                                                                                              ROAD 2
                                                                                                                                                                                           13                                                                                                                                                     31
                                                                                                                                                                                                                                                                                                                                            26                                                                                                        40        4990.104         9704.502           29.360     27.860        1.500
                                                                                                                                                                             D2




                                                                                                                                                                                                                                                                                                                                                                                                                                                      41        4990.104         9678.854           29.700     26.880         2.820
                                                                                  6                                                                                                                                                                                                                                                                                                                                                                   42        4990.104         9674.739           28.700     26.700         2.000
                                                                                                                                                                                                                                      DWY 2                                                                                                                                                                                                           43        5004.443         9674.752           29.180     28.130        1.050
                                                                                                                                                                                                                                                                                                                                            49    52                                                                                                  44        5016.704         9674.762           29.330     28.930         0.400




                                                                                                                                                                                                                                                                                                        ROAD 1
                                                                                                                                                                                                                                                                                                                                            D                                                                                                         45        5026.237         9674.770           29.170     29.170         0.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                      46        5008.930         9849.653           31.695     30.504         1.191
                                                                                                                                                                                                               14               FUTURE PEDESTRIAN RAMP                                                                                                                                                                                                47        5019.197         9853.239           32.029     30.990        1.039
                                                                                                                                                                                                                                                                                                                                            27    32                                                                                                  48        5032.569         9855.276           32.340     31.280        1.060
                                                                                                                                                                                                                                                                                                                                                                                                                                                      49        5049.479         9753.921           30.900     29.900        1.000
                                                                                                                      7
                                                                                                                                                                                                                                                                                         16                                                                                                                                                           50        5049.479         9725.921           30.900     29.900        1.000
                                                                                                                                                                                                                                               15                                                                                           D               A        35                                                                               51        5050.979         9780.021           32.230     31.040        1.190
                                                                                                                                                                                                          37                                                                                                                                50    33                                                                                                  52        5050.979         9753.021           32.700     30.900        1.800

                                                                                                                                                                                                                                       38                                                                                                   28    34        C
                                                                                                                                                                                                                     B                                                                                                                                               36
                                                                   FUTURE RETAINING WALL
                                                                                                                                                                                                                                                                       39
                                                                                                                                                                                                                                                    B
                                                                                                                                        8                                                                                                                                                                                   ROAD 2                                                            DWY 4
                                                                                                                                                                                                                                                                      40


                                                                                                                                                                                                                                                             C


                                                                                                                                                                                                                                                                      41
                                                                                                                                                                                                                                                                      42                 43                      44         45
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    -


          NOTES:
                                                                                                                                                                                                                                                                                C                       C                                                                                                                                                       NOOSA COUNCIL
          1. FOR EARTHWORKS SECTIONS REFER
              SHEET 4001-109
                                                                                                                                                                                                                                                                                                                                                                                                                                                                APPROVED PLAN
          2. FOR RETAINING WALL DETAILS REFER
              SHEET 4002-119
                                                                                                                                                                                                                                                                                                                                                                                                                                                              OPW18/0342 8 JUN 2019
FILE: 4001-118.dwg DATE: 17-12-2018 USER: CURTIS BOORMAN
XREFS: X-18-001942-TITLE, X-18-001942-4001-BASE, X-18-001942-4001-TREES, X-18-001942-SURVEY
          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                                              RETAINING WALL
     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 &                                                 SETOUT 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                  4001-118                     A

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