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Revised Civil Engineering Plans

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                                                                                            SW                                                                                                                                                                                                                                                                                                                                                                                                  v           EXISTING LEGEND
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                                                                                                                                                                                                                            LP                                                                                                                                                                                                                                                                                      SW                       SW                  EXISTING STORMWATER PIPE
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S                    S                   EXISTING SEWER MAIN



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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    v              v              v              EXISTING ELECTRICITY-OVERHEAD




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E                    E                   EXISTING ELECTRICITY-UNDERGROUND




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        T                    T                   EXISTING TELECOMMUNICATION
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E                                        EXISTING TREE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >           >      >        >         >          EXISTING CHANNEL / SWALE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    \\\                    \\\                   EXISTING EDGE OF BITUMEN
                                                                                                                                              COURT




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        15                                       EXISTING SURFACE CONTOURS
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OF                       OF                  EXISTING OPTIC FIBRE
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                                                                                                                                           Site BM                                                                                                                                                      W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING TOP OF BANK

                                                                                                                                        PM 190989

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                                                                                                                                                                                             S                                                                                                                                                                                                                                                                                                                                                                   EXISTING KERB




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                                                                                                                                        RL=120.402                                                    RM T
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            4.20                                                               9.70
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.30                          6.50
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                                                                                                                                                                                        //                             S
                                                                                                                                                                                                                                                                                                                      U 02                                                          W
                                                                                                                                                                //                                S

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                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.40
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                                                                                                                                        SW




                                                                                                                                                                                                                                               U 11                                                                                                                                  S
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                                                                                                                         NT




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.60                           5.40
                                                                                                                     EASEME




                                                                                                                                                              U 10
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                                                                                                                                                                                                                                    U 11   15.0m x 3.6m AV BAY                                                                                                        U 03
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            15m AV
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                                                                                                                                                                                                                                                                                                        U 12
                                                                                                                DRAINAG




                                                                                                                                                                                                                                                                                                                                                                                           U 04

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Meters
                                                                                                                                                                                                                                    U 12                                                                                                                                                                                           LOT 3                                                                    Tractor Width          :             2.50              Lock to Lock Time     :            6.0 s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Trailer Width          :             2.50              Steering Angle        :            28.3 deg
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Tractor Track          :             2.50              Articulating Angle    :            70.0 deg
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Trailer Track          :             2.50
                                                                                                                                                   U 09                                                                                                                                                                                                                                                                                                                                                                                                             15m AV (CUSTOM)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SPECIAL VEHICLE
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                                                                                                                                                                                                                                                                                                                   DRAINAGE
                                                                                                                                                                                                                                                                                                                   RESERVE


                                                                                                                                                                                                                                                                                                                     15m AV 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   10-03-2022          ORIGINAL ISSUE - RESPONSE TO COUNCIL RFI                                             CS              CL                                                                                                                                                                                                                                                                               LOT 4 TAYLOR COURT, COOROY
                                                                                                                                                                                                                 DATUM                                  AHD                                                                                                                                                                                                                                                                                                                                                      SHEET:   11   OF   11
                                                                         B       04-04-22        FOR APPROVAL                                                                         DTB             DTB                                                               0               5.0            10             15               20               25m                                                                                                                            MAROOLINGAR P/L ATF TWENTY20 UT
                                                                                                                                                                                                                 DESIGN                                 KE
                                                                                                                                                                                                                                                                                                                                                                      .................                                                                                                DRAWING TITLE:                                                                                                            DRAWING NUMBER      REV
                                                                                                                                                                                                                 DRAWN                                  CS                                                                                                      Director: CAMERON   LANDRETH
                                                                                                                                                                                                                                                                                                      SCALE 1:500 A3                                                Director: TONY SHELLEY
                                                                                                                                                                                                                 DESIGN CHECK                           CL                                                                                                                   (RPEQ
                                                                                                                                                                                                                                                                                                                                                                              (RPEQ19358)
                                                                                                                                                                                                                                                                                                                                                                                    7736)                            07 5443 8285                                                                                                                                                                                    R11                 B
                                                                                                                                                                                                                                                                        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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