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Revised Civil Engineering Plans

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING LEGEND




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SW               SW              EXISTING STORMWATER PIPE




                                                                                                                                                                                                                                 TRM
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                                                                                                                                              TAYLOR




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                                                                                                                                                                                                                                                                                                      LOT 1
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    W                                                                                                                                                          S            S               EXISTING SEWER MAIN
                                                                                                                                              COURT                                                                                                                                                                                                                                                                                   E                                        E




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         //
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           v                                EXISTING ELECTRICITY-OVERHEAD
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING ELECTRICITY-UNDERGROUND




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING TREE
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                                                                                                                                        PM 190989

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                                                                                                                                                                                             S                                                                                                                                                                                                                                                                                                                                                                                                                                         >           >   >   >         >      EXISTING CHANNEL / SWALE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 U 11                                                                      \\\             \\\              EXISTING EDGE OF BITUMEN
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               15                           EXISTING SURFACE CONTOURS
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           OF               OF              EXISTING OPTIC FIBRE




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                                                                                        S                            T                                                        E                                                                                                                   S                                                                                                                                                                                                                                                   U 11                                                                                                                  EXISTING TOP OF BANK
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                                                                                                                                                                                                                                                                                                                                                                  S                                                                                                                                                                                 U 12
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                                                                                                                                                                                                                                                                                                                                                                                                                                                              B85 PARKING SWEPT PATH
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   12.50
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               4.91
                                                                                                                     EASEME




                                                                                                                                                              U 10
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                                                                                                                                                                                                                                                                                                        U 12
                                                                                                                DRAINAG




                                                                                                                                                                                                                                                                                                                                                                                           U 04



                                                                                                                                                                                                                                    U 12                                                                                                                                                                                                                           LOT 3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.92                  2.80
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     meters                         2.40        6.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           B85
                                                                                                                                                   U 09                                                                                                                                                                                                                                                                                                                                                                                                                                   Width                                  :    1.87
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 HRV-AS2890.2                        meters
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Track                                  :    1.77
                                                                                                                                                                                                                                                                                                                                                                                                                           U 05                                                                                                                                                                                                                                  Width                               : 2.50
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Lock to Lock Time                      :    6.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 :    30.0                       Track                               : 2.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Steering Angle
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Lock to Lock Time                   : 6.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PASSENGER VEHICLE                                                       Steering Angle                      : 32.8
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                                                                                                                                                                                                                                                                                                                                                                                    U 05                                                                                                                                                                                                                                                                                 HEAVY RIGID VEHICLE (HRV)
                                                                                                                                                                                                                                                                                                                         U 06                                                                                                                                                                                                                                                                                                                                            OCCASIONAL VEHICLE
                                                                                                                                                                                                                                                                                     U 07

                                                                                                                                                                                                  U 08
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                                                                                                     SW




                                                                                                                                                                     SW




                                                                                                                                                                                                                                                                                                                   DRAINAGE
                                                                                                                                                                                                                                                                                                                   RESERVE


                                                                                                                                                                                                                                                                                                                     HRV SWEPT PATH
a:\2123-lot 4 taylor court, cooroy\acad civil opw\2123 opw set.dwg




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 THIS PLAN IS CONCEPTUAL ONLY AND IS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SUBJECT TO VARIATION AT THE OPERATIONAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WORKS DESIGN PHASE.


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROJECT:                                                                                                                                           JOB NUMBER
                                                                     REV DATE DESCRIPTION                                                                                         BY             CHKD                                                                                                  SCALE                                                            APPROVED                                                                                                                                                            PROPOSED INDUSTRIAL DEVELOPMENT                                                                                                                          2123
                                                                         A   15-12-2021          FOR APPROVAL                                                                         KE              DB                                                                                                                                                                                                                                                                                                                                    LOT 4 TAYLOR COURT, COOROY
                                                                                                                                                                                                                 DATUM                                  AHD                                                                                                                                                                                                                                                                                                                                                                                                                                 SHEET:     10     OF   11
                                                                         B   10-03-2022          AMEND GENERAL LAYOUT                                                                 CS              CL                                                                0               5.0            10             15               20               25m                                                                                                                                                                                 MAROOLINGAR P/L ATF TWENTY20 UT
                                                                         C       04-04-22        FOR APPROVAL                                                                         DTB             DTB        DESIGN                                 KE
                                                                                                                                                                                                                                                                                                                                                                      .................                                                                                                                                                     DRAWING TITLE:                                                                                                                                 DRAWING NUMBER           REV
                                                                                                                                                                                                                 DRAWN                                  KE                                                                                                      Director: CAMERON   LANDRETH
                                                                                                                                                                                                                                                                                                      SCALE 1:500 A3                                                Director: TONY SHELLEY
                                                                                                                                                                                                                 DESIGN CHECK                           CL                                                                                                                   (RPEQ
                                                                                                                                                                                                                                                                                                                                                                              (RPEQ19358)
                                                                                                                                                                                                                                                                                                                                                                                    7736)                                                 07 5443 8285                                                                                                                                                                                                                                          R10                     C
                                                                                                                                                                                                                                                                        This drawing is not to be copied or amended without written permission from                                                                                       [email protected]                         www.barlowshelley.com.au
                                                                                                                                                                                                                 DATE                                 DEC-2021          Barlow Shelley Consulting Engineers                                                                                                                               PO Box 899 Maroochydore 4558                        ABN 89 215 591 077
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