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Revised Civil Engineering Plans

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                                                                                                                                                                                                                                                                                                                              0




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               v




                                                                                                                                                                                                                                                                                                                           1.8
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         12.40
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING LEGEND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         12
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.0
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SW               SW             EXISTING STORMWATER PIPE
                                                                                                                                                                                                                                                                                                                             SHADING INDICATES LANDSCAPING
                                                                                          E




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                                                                                                                                                                            DRIVEWAY TO BE 1.0m                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING SEWER MAIN



                                                                                                                                                             SW
                                                                                                                                                                                                                                                                                                                             BUFFER. REFER TO LANDSCAPE ARCHITECT                                                                                                                                                                                                                            S            S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0. 8
                                                                                         COURT                                                                                CLEAR OF EXISTING                                                                                                                              DOCUMENTS FOR FURTHER DETAILS.                                                                                                                                                                                                                                  W            W              EXISTING WATER MAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                12
                                                                                                                                                                                                                                                S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         v           v        v          EXISTING ELECTRICITY-OVERHEAD
                                                                                                                                                                                                                                                                                                W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          120
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                                                                                                                                                                                                                                                                                                                             W                                                                                                                                                                                                                                                               E            E              EXISTING ELECTRICITY-UNDERGROUND




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             T            T              EXISTING TELECOMMUNICATION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .2
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   120
                                                                                                              SW
                                                                                                                                              Site BM
                                                                                                                           SHADING INDICATES PROPOSED                                                                                                                                                                                 W                                                                                                                                                                                                                                                                                  EXISTING TREE




                                                                                                                                                                                                                                                                4.1
                                                                                                                                                                                                                                                             RY
                                                                                                                               EXTENSION OF COMMERCIAL                                                                                                                                                                                                                                                                                                                                                                                                                               >           >   >   >         >     EXISTING CHANNEL / SWALE
                                                                                                                                          PM  190989




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          9.8
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                                                                                //
                                                                                                                                         RL=120.402
                                                                                                                              GENERALLY IN ACCORDANCE                                                                                                                                                                                                                                                                                                LOT 2




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                                                                                                                                                                                                                                                    BO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING SURFACE CONTOURS
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             15




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   11
                                                                                                                                                                                                                                                                                                U 01
                                                                                                                              WITH IPWEAQ STD DWG RS-51




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                                                                                                                                                                                                                                        //




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                                                                                                                                                                                                                                                                                                00
                                                                                                                                                                                                                                                                                      120.
                                                                                                                                                                                                //                               S
                                                                                 CAR PARKING BAYS AS SHOWN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED BUILDINGS
                                                                                                                                                                                                                S




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                                                                                 IN ACCORDANCE WITH MUTCD.                                                                                                                                                                                                                                                                                                                 W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED CONCRETE
                                                                                                                                                                       SW




                                                                                                                                                                                                          .80
                                                                                                                                                                                                                                                                               U 11                                                                                                                      S
                                                                                                                                                                                                   9                                                                      FFL 120.65m
                                                                                                                                                                                                11
                                                                                                                                                                                                                                                                                                                                                                                 U 03
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    LOT 3
                                                                                                                                                                                                                119




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                                                                                                                                                                                                                                                                                                                                                                                                         EX
                                                                                                                                                                                                                    .




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                                                                                                                                                                                                                     40




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                                                                                                                                                        ENT




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                                                                                                                                                                                                                                                                                                                                                                                                                      IN
                                                                                                                                                                  SW




                                                                                                                                                                                                                                                                                                                                                                                                                        G                                                                                                                                                                                         BIORETENTION BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .40
                                                                                                                                                                                              U 10                                                                                                                                                                                                                          BO                                                                        119
                                                                                                                                                   E EASEM




                                                                                                                                                                                                                                                                                      FFL 120.25m                                                                                                                             UN
                                                                                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                   U 11
                                                                                                                                                                                                                                                                                                                                                                                             U 03                               DA                                                                                                                                                                                PROPOSED KERB AND CHANNEL
                                                                                                                                                                                                                                                                                                             U 12                                                                                                                    RY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED RETAINING WALL (BY OTHERS)
                                                                                                                                                             SW




                                                                                                                                                                                                                                                                                                                                     U 12
                                                                                                                                           DRAINAG




                                                                                                                                                                                                                                                                                                                                                                                                                U 04

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED STORMWATER DRAINAGE
                                                                                                                                                                                                                                                      FFL 120.2m
                                                                                                                                                                                                                                                          U 12
                                                                                                                                                               RY
                                                                                                                                                        SW
                                                                                                                                                             BOUNDA




                                                                                                                                                                                   U 09

                                                                                                                                                                                                                          119.60
                                                                                                                                                        EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                                                        U 05
                                                                                                                                               SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            118.80

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        115.20
                                                                                                                                          SW




                                                                                                                                                                                                                                                                                                                                                                                                        U 05
                                                                                                                                                                                                                                                                                                                                                                                                                                                        119.20
                                                                          PROPOSED BIO-RETENTION                                                                                                                                                                                                                                                        U 06
                                                                                                                                                                                                                                                                                                                    U 07
                                                                          BASIN & DETENTION TANK
                                                                                                                                                                                                                                                                                                                                                         119.00
                                                                                                                                                                   0
                                                                                                                                                             8.6




                                                                                                                                                                                                                                 U 08
                                                                          (UNDERNEATH). REFER TO
                                                                                                                                                        11




                                                                                                                                                                                                               0
                                                                                                                                                                                                          8.8
                                                                                                                                     SW




                                                                          2123-R07 FOR DETAILS.
                                                                                                                                                                                                     11

                                                                                                                                                                                                                    117.80                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                         40
                                                                                                                                                                                                                    117.20                                                                                                                                116.80                                                                                                                                                        5.0
                                                                                                                                                                                                                    117.11                                                                                                                                                                                                                                                              6.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      116.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6.2                          11
                                                                                                                                                                                                                          7.00
                                                                                                                                                                                                                                                                              116.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING GRASS
                                                                                                                                SW




                                                                                                                                                                                                                                                                                                                                                            RY
                                                                                                                                                                                                                                                                                                                                            EXISTING BOUNDA
                                                                                                                                                                                                     SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TURFED SWALE

                                                                                                                                                                                                                         EXISTING FIELD INLET TO                                                                                                                                                                                                EXISTING FIELD INLET
                                                                                                                                                                                                                         OUTLET HEADWALL (LEGAL                                                                                                                                                                                                 TO OUTLET HEADWALL
                                                                                                                                                                                                                         POINT OF DISCHARGE)
a:\2123-lot 4 taylor court, cooroy\acad civil opw\2123 opw set.dwg




                                                                                                                                                                                                                                                                                                                                                               DRAINAGE
                                                                                                                                                                                                                                                                                                                                                               RESERVE                                                                                                                                                                                                             NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   REFER ARCHITECTURAL DRAWINGS FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FINAL BUILDING FOOTPRINTS AND FLOOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PLANS TO PROPOSED DEVELOPMENT.


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         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                0              5.0               10              15           20             25m                                                                                                                                                                                                                                                                                SHEET:    3   OF   11
                                                                      B     10-03-2022   AMEND GENERAL LAYOUT                                                                 DTB                  DTB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MAROOLINGAR P/L ATF TWENTY20 UT
                                                                      C      04-04-22    FOR APPROVAL                                                                         DTB                  DTB         DESIGN                               KE
                                                                                                                                                                                                                                                                                                                                                                   .................                                                                                                                     DRAWING TITLE:                                                                                                                DRAWING NUMBER      REV
                                                                                                                                                                                                               DRAWN                                KE                                                 SCALE 1:500 A3                                       Director: CAMERON   LANDRETH
                                                                                                                                                                                                                                                                                                                                                                Director: TONY SHELLEY
                                                                                                                                                                                                               DESIGN CHECK                         CL                                                                                                                 (RPEQ
                                                                                                                                                                                                                                                                                                                                                                        (RPEQ19358)
                                                                                                                                                                                                                                                                                                                                                                              7736)                                                       07 5443 8285                                                                                                                                                                                     R03                 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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