C307 - Proposed Crossings Layout And Details Plan - Rev 3 · OPW24/0125.01

                                                                                                                                                                         SL               SL               SL
                                                                                                                                                                           15               15                1   5.6
                                                                                                                                                                             .57              .36                       10
                                                                                                                                                                                0                0




                                                                                                                                                                              SL        SL
                                                                                                                                                         SL1                    15.       15.
                                                                                                                                                                 5.5                330       58
                                                                                                                                                                    40                          0



                       64
             SL16.2


                                  07                                                                                                                                                   5. 313
                            SL16.2                                                                                                                                              S   L1
                                                                                                                                                                                                          SL
                                                                                                                                                                                                            15.
                                                                                                                                                                                                                   310
                                                                                                                                                                                                                                                 91
                                                                                                                                                                                                                                           5.2
                                                                                                                                                                                                                                       SL1
                                                                                                                                                                                                            SL
                                                                                                                                                                                                                  15.
                                                                                                                                                                                                                     06
                                                                                                                                                                                                                             0
                                                                                                                                                                                                                                      SL1
                                                                                                                                              SL1                                                                                        5.04
                                                                            99                                                                                                                                                               1
                                                                      SL15.7                                                                     5.5
                                                                                                                                                    6    8                                      SL
                                                                                                                                                                                                  15.
                                                                                                                                                                                                     07
                                                                                                                                                                                                       3          MHSL15.3
                                                                                                                                                                                                                                 76

                                                                                             33
                                                                                       SL14.5
                                         47
                                     5.6
                                 SL1



                                                  40




                                                                                                                                                                                                           SL
                                                 5.5




                                                                                                                                                                                                              1 5.4
                                               SL1




                                                                                                                                                                                                                   10
               0
             SL16.35




                                                           SL15.439




                                                                                                                                               SL1                                               SL
                                                                                                                                                   5                                                15   .110
                                                                                                                                                     .58
                                                                       SL15.400                                                                              9



                                                                                                                                         82
                                                                                                                                   SL14.5




                                                                                                                                                                                                                                                                                                                                                                                                                                       C:\Users\aaron\DC\ACCDocs\STP Consultants\STP24-0253 Ozcare Noosa\Project Files\STP-Civil\STP24-0253-RDP.dwg
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                                                                                                                                                                                                                                                                         EXISTING SERVICES                                                 EXISTING LEVELS




 3    REVISED ALIGNMENT                                                           AS       LS     10.04.25                                     Client:                                                                                                        Design         AS      Scale                                                     Approved:
                                                                                                             IN ASSOCIATION WITH                                       WOOLLAM CONSTRUCTIONS                                                          CIVIL                                                                                                              Digitally signed by Leigh Stegeman
                                                                                                                                                                                                                                                                                                                                                                         DN: C=AU,


 2    REVISED DESIGN                                                              AS       LS     11.03.25                                                                                                                                                    Drawn          NP                                                           A1      Leigh Stegeman [email protected],
                                                                                                                                                                                                                                                                                                                                                                 O=STP Consultants Pty Ltd,
                                                                                                                                                                                                                                                                                                                                                                         CN=Leigh Stegeman
                                                                                                                                                                                                                                                                                                                                                                         Date: 2025.04.10 14:19:33+10'00'


                                                                                                                                               Project:
 1    FOR CONSTRUCTION ISSUE                                                      AS      MCW     22.01.25                                                             OZCARE NOOSA                                                                           Date        JUN 2024           1:100     0        1       2       3   4    5 m   Job Number.                                                    Drawing No.   Revision
                                                                                                                                                                                                                                                                                     THIS DRAWING IS COPYRIGHT © DO NOT
Rev                            Description                                        By      Appd     Date                                                                80 COOYAR STREET, NOOSA HEADS                                                          Checked       MW       SCALE DRAWING ORIGINAL DRAWING IS A1
                                                                                                                                                                                                                                                                                                                                               STP24-0253                                                          C307        3
                                                                                                                                                                                                                                                              Approved               SIZE. THIS DRAWING IS NOT TO BE USED FOR
                                                                                                                                              Drawing Title:                                                                                                                MW       CONSTRUCTION UNLESS THE APPROVED
                                              AMENDMENTS                                                                                                               PROPOSED CROSSINGS LAYOUT & DETAILS PLAN                                               RPEQ No.     30796     SIGNATURE HAS BEEN ADDED.                                            FOR CONSTRUCTION