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Attachment 2 - Drawings

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45                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            22      505040.975          7077929.962   8.093




                                                                                                                                                                                                                                                                                                                                                                                                                                                       7.
                                                                                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                    8.1




                                                                                                                                                                                                                                                                                                                                                                                                                                  8.1
                                                                                                    7.5176.5
                                                                                                                                                                              7.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                77. .80
                                                                                                                                     7




                                                                                                                                                                                                                                                                                                                                                                                                    99




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      3
                                                                                                                                       .50                                                                                                                                                                                                                                                                                                                          00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     23      505049.029          7077965.975   8.068
                                                                                                                                                                                   58




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           15




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   80
                                                                                                               0                                                                                                                                                                                                                                                                                                                                                      8.




                                                                                                                                                                                                                                                                                                                                                                                               8.1
                                                                                                                                              9                                                                                                                                                                                                              26
                                                                                                                                                                                    5




                                                                                                                                                                                                                                                                                                                                                                                               8.10
                                                                                                          36




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1
                                                                                                                                                                                                                                                                                                                                                                                                                                 8.2                                                                                                                                                                                                 24      505070.799          7077981.260   8.211
                                                                                                                                                                                                                                                                                                                                                           8.1

                                                                                                        7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               75
                                                                                                   7.402.40                                                   7.                                                                                                                                                                                                                                                                    0
                                                                                                                            34




                                                                                                                                                                                                                                                                                                                                                                                                                        07




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            7.
                                                                                                                                         7.30
                                                                                                                                                                   39                                                                                                                                                                                                                                                                            7                                                                                                                                                                                   25      504982.022          7077929.473   7.107
                                                                                                                                                                                                                                                                                                                                                                                  79




                                                                                                                                                                                                                                                                                                                                                                                                                    8.1
                                                                                                     35                   7.3                                           2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               16
                                                                                                                                                                                                                                                                                                                                                                             8.0
                                                                                                                                                                                                                                                                                                                                                                                                                              8.00
                                                                                                                                                                                                                                                                                                                              0




                                                                                                                                47                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   26      505000.948          7077938.633   7.990
                                                                                                                                                                                                                                                                                                                         1.0




                                                                                                                                                                                                                                                                                                                                                                                                                             3                                                                                                                                 CONSTRUCT NEW PRAM RAMP




                                                                                                                                                                                                                                                                                                                                                                                                                                          91
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     27      505007.643          7077943.563   8.049
                                                                                                                                                                                                                                                                                                                                                                                               11
                                                                                                                                                                                                                                                                                                                                                0




                                                                                                                                                                                                                                                                                                                                                                                                                                    7.9
                                                                                                                                                                                                                                                                                                                                          2.0




                                                                                                                                                    7.1                                                                                                                                                                                                                                      8.0                                                            7.
                                                                                                                                                       71
                                                                                                                                                                                                                                                                                                                                                                                                                                                             D0
                                                                                                                                                                                                                                                                                                                                                                                                                                                               9                                                                                               TO LINE UP WITH EXISTING                                              28      505027.633          7077961.560   8.010


                                                                                                                                                                                                                                                                                                                                                                                                                    3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               MEDIAN CROSSING                                                       29      505064.936          7077994.084   8.210
                                                                                                                                                                                                                                                                                                                                                                                                                   92




                                                                                                                                                                                                                                                                                                                                                                                                                                                         6
                                                                                                                                1




                                                                                                                                                                                                                                                                                                                                                                                                                                                       83
                                                                                                                                                                                                                                                                                                                                                                                                               7.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                     BIO 10.0m²                                                                                                                                                                                                              85                                                                                      30      505043.999          7077902.003   8.248




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                       7.
                                                                                                                                         6.93                                                                                                                                                                                                                                                                                                                        7.70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        50
                                                                                                                                                                                                                                                                                                                                                                                                                                  0
                                                                                                                                             3                                                                                                                                                                                                                                                                                                                                                                                                           JOIN TO EXISTING                                                            31      505042.035          7077902.734   8.220

                                                                                                                                                                                                                                                                                                                                                                                                                                80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     7.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EX
                                                                                                                                                                                                                                                                                                                                                                                                                              7.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NG                                                                                                                                                        32      505048.907          7077908.323   8.138
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TI




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             IS
                                                                                                                                                                                                                                                                                                             EXTENDED FOOTING                                                                                                                                                   7.60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                   1                 IS                                                                                                                                                              33      505047.366          7077909.600   8.137




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  N
                                                                                                                                                                                                                                                                                                                                                                                                    RAD 60.441                                   67                EX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  G
                                                                                                                                                                                                                                                                                                                      TO PATH                                                                                                                  7.                                                                              EX                                                                                                    85      505092.344          7077878.687   EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                    ARC 23.661                                                                              7.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0                                 IS                       Ø375 STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        I NG                                        T IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                             43                      ST                                                 G                 U/S I.L 6.68 D/S I.L 6.62
                                                                                                                                                                                                                                                                                                                                                                                                                                                        7.
                                                                                                                                                                                                                                                                                                                                                                                                                                                           5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E XI                    0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     7.4               5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            6         EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        IST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       15                                      .30         IN                         RAD 31.430




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         IN
                                                                                                                                                                                                                                                                                                                                                CONSTRUCT NEW PRAM RAMP                                                                                            7.4                                      7                   G




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ARC 11.559




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    I
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EX
                                                                                                                                                                                                                                                                                                                                                   TO LINE UP WITH EXISTING
                                                                                                                                                                                                                                                                                                                                                          MEDIAN CROSSING                                                                                                        86                                            RAD 1.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            7.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           4                   ARC 1.078
                                                                                                                                                                                                                                                                                                                                                                         REMOVE REDUNDANT KERB
                                                                                                                                                                                                                                                                                                                                                                             AND CONCRETE PATH                                                                                           8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    7.15
                                                                                                   W
                                                                                                    M




                                                                                                                                                                                                                                                                                                                            SAWCUT EXISTING KERB AND CHANNEL
                                                                                                                                                                                                                                                                                                                               AND CONCRETE PATH. MATCH NEW
                                                                                    W




                                                                                                                                                                                                                                                                                                                                    CONSTRUCTION TO EXISTING
                                                                                       M




FILE: 20-000713-450.dwg DATE: 05-03-2021 USER: WESLEY.PIKE
XREFS: X-20-000713-TITLE ROAD A AMENDMENTS, 1856 Design, X-20-000713-TITLE ROAD A AMENDMENTS
         DESIGN DRAWN CHECK APPROVED              DATE                                                                                                                STATUS                                                                                                                 SCALE                                                                                                                      CLIENT                                                                                                                                                                        PROJECT                                               DRAWING TITLE
FIRST                                                                                      AMENDMENT DETAILS                                                                                                                                                                                                                                                                                                                                                                                                                                            Calibre Professional Services (QLD) Pty Ltd
ISSUE     WP      WP                         11.10.21
                                                                                                                                                                                               PRELIMINARY                                                                                                                                                                                                                                                                                                                                                          Level 3, 16 Innovation Parkway                  NOOSA CIVIC                                         ROAD A AMENDMENTS
     A                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Birtinya QLD Australia 4575
A
M    B                                                                                                                                                                                     NOT FOR CONSTRUCTION                                                                                       0              5         10             15            20              25        30       35        40                   STOCKWELL DEVELOPMENTS                                                                                                                       Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ROAD A                                         INTERSECTION LAYOUT PLAN
E
     C
N
D                                                                                                                                                                     APPROVED                                                                                                                           SCALE 1:500 (A1)                                                         SCALE 1:1000 (A3)                                                                                                                                                                                                                 AMENDMENTS
                                                                                                                                                                        BY: Shaun Pilcher
M
     D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DISCLAIMER
E    E                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROJECT No.          DRAWING No.   REVISION
N                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
     F
T
S
     G                                                                                                                                                                  SIGN:                                                DATE: 11.10.2021
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           C        calibregroup.com                                                  PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            20-000713           450               -
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