Skip to the record
Mmm.. taste the original NoosaWatch™

Original source · versioned page text

Appendix A - Design DA Drawings

Attached to the e-mail MCU15/0095 & REC15/0022 IDAS Forms, Report & Plans (1 of 3).

of 16

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Original PDF page 1, section 1. The text section number identifies this passage in the reader.

22/09/2015 8:03:13 AM




                        PROPOSED SERVICE STATION
                             for SYNERGY PROPERTY PARTNERS                                                                                      RPD
                                                                                                                                                LOT 30 on SP 170751

                                          EUMUNDI ROAD, NOOSAVILLE, QLD                                                                         TOTAL SITE AREA: 5018m²




                        DEVELOPMENT APPLICATION




                                                                                                                        A         16.09.15 BHL D.A. APPROVAL
                                                                                                                      revision       date        by                               description                              checked

                                                                                                                                         Figured dimensions to be taken in preference to scale readings

                         DRAWING SCHEDULE                                                                                                                                                  PROJECT MANAGERS
                                                                                                                                                                                                           |
                                                                                                                                                                                                 DESIGNERS |
                                                                                                                                                                                                  PLANNERS |
                                                                                                                                                                                                 ENGINEERS |
                         DRG. No.          DRAWING TITLE              DRG. No.          DRAWING TITLE                                                                              Head office - 17 Dover Street
                                                                                                                                                                                   Albion QLD 4010 Australia
                                                                                                                                                                                   Email: [email protected]
                           D00      COVER SHEET                         D08      PRE-DEVELOPMENT CATCHMENT PLAN                                                                    Ph. 61 7 3854 2900
                                                                                                                                                                                   Fax. 61 7 3854 2999

                           D01      SITE LOCALITY PLAN                  D09      POST-DEVELOPMENT CATCHMENT PLAN                Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
                                                                                                                        C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
                                                                                                                                This document may not be copied, reproduced, retained or disclosed to any unauthorised
                           D02      PROPOSED SITE LAYOUT                D10      SITE GRADING & STORMWATER DRAINAGE             person, either wholly or in part, without prior consent in writing from Tam Faragher &
                                                                                                                                Associates.
                                                                                                                                                                                                       ACN 054 486 743
                           D03      PROPOSED BUILDING FLOOR PLAN        D11      HRV TURNING PATH                     project


                           D04      SITE & BUILDING ELEVATIONS          D12      TANKER TURNING PATH                  PROPOSED SERVICE STATION for SYNERGY
                                                                                                                      PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
                           D05      PERSPECTIVES                        D13      SITE QUEUING PLAN                    WALTER HAY DRIVE) NOOSAVILLE, QLD
                           D06      LANDSCAPING CONCEPT PLAN            D14      POTENTIAL ADJOINING LOT LAYOUT       title

                           D07      EROSION & SEDIMENT CONTROL PLAN                                                   COVER SHEET


                                                                                                                      drawn                     approved               date created             scale
                                                                                                                                 BHL              ROB                  SEP 2015
                                                                                                                      status                                                 drawing no.                                      rev.

                                                                                                                               D.A. ISSUE                                    15193                           D00 A
Log in to download the original file

Appendix A - Design DA Drawings.pdf · 4.0 MB (large file)

Large file: the download may take up to a minute.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

Full text of the other 15 sections

Section 2

22/09/2015 8:03:14 AM




                                                                                                      RPD
                                                                                                      LOT 30 on SP 170751

                                                                                                      TOTAL SITE AREA: 5018m²




                                                            OAD
                                                         SAR
                                                      O O
                                                     NB
                                               NDI
                                            UMU
                                           E
                        SUBJECT SITE                              VIEW A
                        (APPROX)     A



                                         WA
                                           LT
                                             ER
                                                  HA
                                                    YD
                                                      RIV
                                                         E
                              N
                                     LOCALITY PLAN                           A
                                                                           revision
                                                                                       16.09.15 BHL D.A. APPROVAL
                                                                                          date        by                               description                              checked

                                                                                              Figured dimensions to be taken in preference to scale readings
                                     NTS                                                                                                        PROJECT MANAGERS
                                                                                                                                                                |
                                                                                                                                                      DESIGNERS |
                                                                                                                                                       PLANNERS |
                                                                                                                                                      ENGINEERS |
                                                                                                                                        Head office - 17 Dover Street
                                                                                                                                        Albion QLD 4010 Australia
                                                                                                                                        Email: [email protected]
                                                                                                                                        Ph. 61 7 3854 2900
                                                                                                                                        Fax. 61 7 3854 2999
                                                                                     Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
                                                                             C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
                                                                                     This document may not be copied, reproduced, retained or disclosed to any unauthorised
                                                                                     person, either wholly or in part, without prior consent in writing from Tam Faragher &

                                                                  VIEW B   project
                                                                                     Associates.
                                                                                                                                                            ACN 054 486 743


                                                                           PROPOSED SERVICE STATION for SYNERGY
                                                                           PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
                                                                           WALTER HAY DRIVE) NOOSAVILLE, QLD
                                                                           title

                                                                           SITE LOCALITY PLAN


                                                                           drawn                     approved               date created             scale
                                                                                      BHL              ROB                  SEP 2015                  As indicated
                                                                           status                                                 drawing no.                                      rev.

                                                                                    D.A. ISSUE                                    15193                            D01 A

Section 3

22/09/2015 8:03:15 AM




                        PARKING SCHEDULE                                    LEASE SCHEDULE
                        DISABLED (5.4m x 2.4m)                 1            PETROL SITE             2444m²                                                                                                                                                                                                                                                                     N
                        -with 5.4m x 2.4m shared bay between                VACANT LAND             2574m²
                        STANDARD (5.4m x 2.6m)                 9            (ACCESS EASEMENT        467m²)                                                                                                                                                                                            4               0                  5                   10                  15               20m
                        MOTORCYCLE (3.0m x 1.5m)               2
                                                                                              TOTAL 5018m²
                                                                                                                                                                                                                                                                                                                                                Metres



                        PETROL SITE COVERAGE
                        LANDSCAPING                    739m²       30.2%                                                                                                                                D04                                                                                                            RPD
                        BUILDING                       254m²       10.4%
                        CANOPY                         319m²       13.1%                                                                                                                                                                                                                                               LOT 30 on SP 170751




                                                                                                                                                                                                                          7000
                        PAVEMENT                      1132m²       46.3%                                                                                                                                1                                LAND                                                                          TOTAL SITE AREA: 5018m²
                                                                                                                                                                                                                                             SCAP
                        TOTAL LEASE AREA              2444m²       100%                                                                                                                                                                          ING




                                                                                                                                                                                                                                                                              WALTE
                                                                                                                                                                                                                                                              10000


                                                                                                             ENT
                        BUILDING AREAS                                                                  EASEM




                                                                                                                                                                                                                                                                                   R HAY
                        SERVICE STATION        194.7m²
                        REFUSE & SERVICES YARD 56.2m²
                                            TOTAL 253.6m²




                                                                                                                                                                                          ING




                                                                                                                                                                                                                                                                                    DRIVE
                                                                                                                                                                                      LOAD
                                                                                                                                                                                                10
                         FUEL STORAGE                                                                                                D04
                                                                                                                                             2
                        UNLEADED 91                  60,000L                                                                                                                                                    6
                        UNLEADED 95                  30,000L                                                      VACANT LAND                                                                                                            5




                                                                                                                                                                                                7500
                        UNLEADED 98                  30,000L
                        DIESEL                       60,000L                                                                                                            3750
                        TOTAL FUEL STORAGE          180,000L                                                                                                                   3500                                                                           1
                                                                                                                                                   REMOTE FUEL                                                                                                        M1 M2
                                                                                                                                                   FILL POINTS                                   9200
                                                                                                                                                                                                                                                AIR & WATER
                                                                                                                                                                                                            7200
                         ** FUEL TYPES ARE INDICATIVE ONLY &                                                                 UNDERGROUND STORMWATER                                                                              3500
                                                                                                                                                                                                                                      1000
                         MAY BE SUBJECT TO CHANGE DURING                                                                     DETENTION TANK WITH                                                                                                                                4
                         DETAIL DESIGN STAGE. TOTAL FUEL                                                                     FILTRATION SYSTEM TO COMPLY                                                                                                                               D04
                         STORAGE WILL NOT EXCEED 500,000L                                                                    WITH DIVISION 20 WATER
                                                                                                                             SENSITIVE DESIGN CODE
                                                                                                                             (INDICATIVE ONLY)
                         THE SITE WILL BE PROVISIONED WITH




                                                                                                                                                                                                                                     S
                         ALL NECESSARY UNDERGROUND PIPE




                                                                                                                                                                                                                                 TANK
                                                                                                                                                                                                                                                              30
                         WORK FOR VR2                                                                                                                                                                                                                           00




                                                                                                                                                                                                                             AGE



                                                                                                                                                                                                                                              10
                                                                                                                                                                                                                                                13
                                                                                                                                                                                                                        STOR




                                                                                                                                                                                                                                                  5
                         GENERAL NOTES




                                                                                                                                                                                                                    UEL
                                                                                                        ACCESS




                                                                                                                                                                                                               U/G F
                                                                                                       EASEMENT                                                                FUEL VENTS
                         CARPARKING AND ROAD AISLES TO BE IN
                         ACCORDANCE WITH AS2890.1 & AS2890.6.
                         CARPARKING AREAS TO BE MIN. 5.4m(L) x 2.6m(W)
                                                                                                                                                                                                                                                                                               A          16.09.15 BHL D.A. APPROVAL
                         FOR STANDARD PARKS & MIN. 5.4m(L) x 2.4m(W)                                                                                                                                                                                                                         revision       date          by                             description                              checked
                                                                                                                                                                 8400

                         FOR DISABLED PARKS.
                                                                           DIRECTIONAL SIGN                                                                             LANDSCAPING                                                                                                                             Figured dimensions to be taken in preference to scale readings
                                                                                                                                                                                                                                                                                                                                                                  PROJECT MANAGERS
                                                                                                                                                                                                                                                                                                                                                                                  |
                                                                                                                                                                                                                                                                                                                                                                        DESIGNERS |
                                                                                                       ENTRY                  EXIT                                                                                                                                                                                                                                       PLANNERS |
                                                                                                                                                                                                                                                                                                                                                                        ENGINEERS |
                                                                                                               PED. REFUGE                   DIRECTIONAL    PRIME SIGN                                                                                                                                                                                    Head office - 17 Dover Street
                                                                                      PP                                                                                                                                                                                                                                                                  Albion QLD 4010 Australia
                                                                                                                                             SIGN                                                                                                                                                                                                         Email: [email protected]
                                                                                                                                                           PP                                                                                                                                                                                             Ph. 61 7 3854 2900
                        COLOURS & SELECTED BUILDING                                                                                                                                                                                                                                                                                                       Fax. 61 7 3854 2999
                        MATERIALS SHOWN ARE INDICATIVE & MAY                                                                                       3                                                                                                                                                   Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
                        BE SUBJECT TO VARIATIONS DURING                                                                                                                                                                                                                                        C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
                        FINAL DETAIL DOCUMENTATION                                                                                                                                                                                                                                                     This document may not be copied, reproduced, retained or disclosed to any unauthorised

                                                                                   EUMUNDI NOOSA ROAD                                            D04
                                                                                                                                                                                                                                                                                             project
                                                                                                                                                                                                                                                                                                       person, either wholly or in part, without prior consent in writing from Tam Faragher &
                                                                                                                                                                                                                                                                                                       Associates.
                                                                                                                                                                                                                                                                                                                                                                              ACN 054 486 743


                                                                                                                                                                                                                                                                                             PROPOSED SERVICE STATION for SYNERGY
                        ALL SIGNAGE SHOWN FOR INDICATIVE
                        PURPOSES ONLY AND SUBJECT TO THE                                                                                                                                                                                                                                     PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
                        APPROVAL OF A SEPARATE OPERATIONAL                                                                                                                                                                                                                                   WALTER HAY DRIVE) NOOSAVILLE, QLD
                        WORKS PERMIT (WHERE REQUIRED)
                                                                                                                                                                                                                                                                                             title

                                                                                                                                                                                                                                                                                             PROPOSED SITE LAYOUT


                                                                                                                                                                                                                                                                                             drawn                     approved               date created             scale
                                                                                                                                                                                                                                                                                                        BHL               ROB                 SEP 2015                  1 : 400
                                                                                                                                                                                                                                                                                             status                                                 drawing no.                                      rev.

                                                                                                                                                                                                                                                                                                      D.A. ISSUE                                    15193                             D02 A

Section 4

22/09/2015 8:03:17 AM




                                                                                                                                                                                                                                                           N
                                                                                                                                                                             1                 0              1              2                 3             4              5m

                                                A/C U                                                                                                                                                                    Metres
                                                     NIT
                                                                 A/C U
                                                                      NIT

                                                                                                                                                                                                   RPD
                                                                                                                                                                                                   LOT 30 on SP 170751

                                                                                                                                                                                                   TOTAL SITE AREA: 5018m²
                                                                                       BOH

                                         SERV
                                             ICE Y
                                                  ARD
                                                                                                                    COO
                                                                                                                       LROO
                                                                                                                           M


                                                                                                                                                   FREE
                                                                                                                                                       ZER
                                                                                                                                                             AME
                                                                                                                                                                NITIE
                                                                                                                                                                     S




                                                                                           NTER
                                                                                       COU
                                  REFU
                                      SE A
                                          REA




                                                                 OFFIC
                                                                      E




                                                                                                                RETA
                                                                                                                    IL AR
                                                                                                                         EA
                                                       ICE B
                                                            OX
                                                                                                                                CANO
                                                                            FIRE                                                    PY LIN
                        LOAD                                                    WOO                                                       K OV
                            ING                                                    D                                                          ER
                                                                                                   WALK
                                                                                       GAS             WAY                        ENTR
                                                                                           CAGE                                       Y
                                                                                                  AWN
                                                                                                     ING O
                                                                                                          VER
                                                                                                                                                                           A         16.09.15 BHL D.A. APPROVAL
                                                                                                                                                                         revision       date        by                               description                              checked

                                                                                                                                                                                            Figured dimensions to be taken in preference to scale readings
                                                                                                                               TGSI                                                                                                            PROJECT MANAGERS
                                                                                                                                                                                                                                                               |
                                                                                                                                                                                                                                                     DESIGNERS |
                                                                                                                                                                                                                                                      PLANNERS |
                                                                                                                                                                                                                                                     ENGINEERS |
                                                                                                                                                                                                                                      Head office - 17 Dover Street
                                                                                                                                                                                                                                      Albion QLD 4010 Australia
                                                                                                                                                                                                                                      Email: [email protected]
                                                                                                                                                                                                                                      Ph. 61 7 3854 2900
                                                                                                                                                                                                                                      Fax. 61 7 3854 2999
                                                                                                                                                                                   Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
                                                                                                                                                                           C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
                                                                                                                                                                                   This document may not be copied, reproduced, retained or disclosed to any unauthorised
                                                                                                                                                                                   person, either wholly or in part, without prior consent in writing from Tam Faragher &
                                                                                                                                                                                   Associates.
                                                                                                                                                                                                                                                          ACN 054 486 743
                                                                                                                                                                         project

                                                                                                                                                                         PROPOSED SERVICE STATION for SYNERGY
                                                                                                                                                                         PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
                                                                                                                                                                         WALTER HAY DRIVE) NOOSAVILLE, QLD
                                                                                                                                                                         title

                                                                                                                                                                         PROPOSED BUILDING FLOOR PLAN


                                                                                                                                                                         drawn                     approved               date created             scale
                                                                                                                                                                                    BHL              ROB                  AUG 2015                    1 : 100
                                                                                                                                                                         status                                                  drawing no.                                     rev.

                                                                                                                                                                                  D.A. ISSUE                                     15193                           D03 A

Section 5

22/09/2015 8:03:21 AM




                                           CANOPY LINK TO BUILDING TO                                 CAR CANOPY                  PRIME SIGN
                                           PROVIDE ALL WEATHER PROTECTION                                                                                                                                                    3               0                        5                         10                       15m

                                                                                                                                                                                                                                                                       Metres
                                                                                                                                                                                                          CANOPY
                                                                                                                                                                                                             4600



                                                                                                                                                                                                          GROUND                              RPD
                                                                                                                                                                                                               0                              LOT 30 on SP 170751
                                                                                                   CONCRETE TILT PANEL              ROOFED & SCREENED
                                                                                                   WALLS TO BE PAINTED              BIN & SERVICE YARD                                                                                        TOTAL SITE AREA: 5018m²
                                  1   SOUTH ELEVATION
                               D02      1 : 300




                                          ROOFED & SCREENED                 CANOPY LINK TO BUILDING TO             CAR CANOPY                            FUEL VENTS                 PRIME SIGN
                                          BIN & SERVICE YARD                PROVIDE ALL WEATHER PROTECTION


                                                                                                                                                                                                          CANOPY
                                                                                                                                                                                                             4600


                                                                                                                                                                                                                       COLOURS & SELECTED BUILDING
                                                                                                                                                                                                          GROUND       MATERIALS SHOWN ARE INDICATIVE & MAY
                                                                                                                                                                                                               0       BE SUBJECT TO VARIATIONS DURING
                                                                                                                                                                                                                       FINAL DETAIL DOCUMENTATION
                                                                                                                FUEL DISPENSER
                                  2   EAST ELEVATION
                               D02      1 : 300
                                                                                                                                                                                                                       ALL SIGNAGE SHOWN FOR INDICATIVE
                                                                                                                                                                                                                       PURPOSES ONLY AND SUBJECT TO THE
                                                                                                                                                                                                                       APPROVAL OF A SEPARATE OPERATIONAL
                                                                                                                                                                                                                       WORKS PERMIT (WHERE REQUIRED)

                                                                                              PRIME SIGN                     CONCRETE TILT PANEL              CAR CANOPY
                                                                                                                             WALLS TO BE PAINTED


                                                                                                                                                                                                          CANOPY
                                                                                                                                                                                                             4600



                                                                                                                                                                                                          GROUND
                                                                                                                                                                                                               0
                                                                                        ROOFED & SCREENED                       FUEL VENTS                       FUEL DISPENSER
                                                                                        BIN & SERVICE YARD
                              3       NORTH ELEVATION                                                                                                                                                                 A
                                                                                                                                                                                                                    revision
                                                                                                                                                                                                                                 16.09.15 BHL D.A. APPROVAL
                                                                                                                                                                                                                                   date          by                             description                              checked

                             D02      1 : 300                                                                                                                                                                                          Figured dimensions to be taken in preference to scale readings
                                                                                                                                                                                                                                                                                         PROJECT MANAGERS
                                                                                                                                                                                                                                                                                                         |
                                                                                                                                                                                                                                                                                               DESIGNERS |
                                                                                                                                                                                                                                                                                                PLANNERS |
                                                                                                                                                                                                                                                                                               ENGINEERS |
                                                                                                                                                                                                                                                                                 Head office - 17 Dover Street
                                                                                                                                                                                                                                                                                 Albion QLD 4010 Australia
                                                                                                                                                                                                                                                                                 Email: [email protected]
                                                                                                                                                                                                                                                                                 Ph. 61 7 3854 2900
                        PRIME SIGN                             FUEL VENTS                       CAR CANOPY                                         CANOPY LINK TO BUILDING TO       CONCRETE TILT PANEL                                                                          Fax. 61 7 3854 2999
                                                                                                                                                   PROVIDE ALL WEATHER PROTECTION   WALLS TO BE PAINTED                       Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
                                                                                                                                                                                                                      C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
                                                                                                                                                                                                                              This document may not be copied, reproduced, retained or disclosed to any unauthorised
                                                                                                                                                                                                                              person, either wholly or in part, without prior consent in writing from Tam Faragher &
                                                                                                                                                                                                                              Associates.
                                                                                                                                                                                                          CANOPY                                                                                     ACN 054 486 743
                                                                                                                                                                                                             4600   project

                                                                                                                                                                                                                    PROPOSED SERVICE STATION for SYNERGY
                                                                                                                                                                                                                    PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
                                                                                                                                                                                                          GROUND    WALTER HAY DRIVE) NOOSAVILLE, QLD
                                                                                                                                                                                                               0
                                                                                                                                                                                                                    title

                                                                                                                         FUEL DISPENSER                                                                             SITE & BUILDING ELEVATIONS
                                  4   WEST ELEVATION
                               D02      1 : 300                                                                                                                                                                     drawn                     approved               date created             scale
                                                                                                                                                                                                                               BHL               ROB                 SEP 2015                  1 : 300
                                                                                                                                                                                                                    status                                                 drawing no.                                      rev.

                                                                                                                                                                                                                             D.A. ISSUE                                    15193                          D04 A

Section 6

22/09/2015 8:03:24 AM




                                                  RPD
                                                  LOT 30 on SP 170751

                                                  TOTAL SITE AREA: 5018m²




                                      COLOURS & SELECTED BUILDING
                                      MATERIALS SHOWN ARE INDICATIVE & MAY
                                      BE SUBJECT TO VARIATIONS DURING
                                      FINAL DETAIL DOCUMENTATION




                                      ALL SIGNAGE SHOWN FOR INDICATIVE
                                      PURPOSES ONLY AND SUBJECT TO THE
                                      APPROVAL OF A SEPARATE OPERATIONAL
                                      WORKS PERMIT (WHERE REQUIRED)




                          A         16.09.15 BHL D.A. APPROVAL
                        revision       date        by                               description                              checked

                                           Figured dimensions to be taken in preference to scale readings
                                                                                             PROJECT MANAGERS
                                                                                                             |
                                                                                                   DESIGNERS |
                                                                                                    PLANNERS |
                                                                                                   ENGINEERS |
                                                                                     Head office - 17 Dover Street
                                                                                     Albion QLD 4010 Australia
                                                                                     Email: [email protected]
                                                                                     Ph. 61 7 3854 2900
                                                                                     Fax. 61 7 3854 2999
                                  Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
                          C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
                                  This document may not be copied, reproduced, retained or disclosed to any unauthorised
                                  person, either wholly or in part, without prior consent in writing from Tam Faragher &
                                  Associates.
                                                                                                         ACN 054 486 743
                        project

                        PROPOSED SERVICE STATION for SYNERGY
                        PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
                        WALTER HAY DRIVE) NOOSAVILLE, QLD
                        title

                        PERSPECTIVES


                        drawn                     approved               date created             scale
                                   BHL              ROB                  SEP 2015
                        status                                                 drawing no.                                      rev.

                                 D.A. ISSUE                                    15193                           D05 A

Section 7

22/09/2015 8:03:27 AM




                                                                                                                                                                                             N
                                                           NOTES
                                                                                                                    4               0                  5                   10                  15               20m
                                                           - THE SITE CONTAINS NO SIGNIFICANT EXISTING
                                                           VEGETATION.                                                                                        Metres

                                                           - AREAS AROUND ENTRANCES, EXITS & PEDESTRIAN
                                                           CROSSING POINTS TO CONSIST OF LOW SHRUBS &
                                                           GROUND COVERS TO ENABLE GOOD VISIBILITY FOR
                                                           SAFE MOVEMENT OF VEHICLES & PEDESTRIANS.                                  RPD
                                                                                                                                     LOT 30 on SP 170751
                                                           - LANDSCAPE PLANTINGS TO BE VERIFIED WHEN
                                                           DETAILED DESIGN LOCATES PROPOSED                                          TOTAL SITE AREA: 5018m²




                                             WALTE
                                                           UNDERGROUND SERVICE LINES, WITH AN EMPHASIS
                                                           ON DROUGHT HARDY SPECIES.

                                                           - ALL PAVEMENT AREAS TO HAVE 150mm CONTINUOUS
                                                           CONCRETE BARRIER TO LANDSCAPE AREAS.




                                                  R HAY
                                                           - THIS DRAWING IS INTENDED AS A LANDSCAPE
                                                           CONCEPT DRAWING ONLY. AT THE OPERATIONAL
                                                           WORKS STAGE, A FULLY DETAILED LANDSCAPE PLAN
                                                           WILL BE SUBMITTED, ALONG WITH ALL RELEVANT




                                                   DRIVE
                                                           DETAILS & PLANT SPECIES.

                                                           - LOCAL NATIVE SPECIES WILL BE SELECTED WHERE
                                                           APPROPRIATE.




                                                           LEGEND
                                                                    SHADE & FEATURE TREES
                                                                    THROUGHOUT SITE


                                                                    MULCHED GARDEN BEDS WITH MASS
                                                                    PLANTINGS OF LOW LEVEL SHRUBS &
                                                                    GROUND COVERS TO ENABLE GOOD
                                                                    VISIBILITY FOR TRAFFIC SAFETY




                                                                                                             A          16.09.15 BHL D.A. APPROVAL
                                                                                                           revision       date          by                             description                              checked

                                                                                                                              Figured dimensions to be taken in preference to scale readings
                                                                                                                                                                                PROJECT MANAGERS
                                                                                                                                                                                                |
                                                                                                                                                                                      DESIGNERS |
                                                                                                                                                                                       PLANNERS |
                                                                                                                                                                                      ENGINEERS |
                                                                                                                                                                        Head office - 17 Dover Street
                                                                                                                                                                        Albion QLD 4010 Australia
                                                                                                                                                                        Email: [email protected]
                                                                                                                                                                        Ph. 61 7 3854 2900
                                                                                                                                                                        Fax. 61 7 3854 2999
                                                                                                                     Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
                                                                                                             C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
                        EUMUNDI NOOSA ROAD                                                                           This document may not be copied, reproduced, retained or disclosed to any unauthorised
                                                                                                                     person, either wholly or in part, without prior consent in writing from Tam Faragher &
                                                                                                                     Associates.
                                                                                                                                                                                            ACN 054 486 743
                                                                                                           project

                                                                                                           PROPOSED SERVICE STATION for SYNERGY
                                                                                                           PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
                                                                                                           WALTER HAY DRIVE) NOOSAVILLE, QLD
                                                                                                           title

                                                                                                           LANDSCAPING CONCEPT PLAN


                                                                                                           drawn                     approved               date created             scale
                                                                                                                      BHL               ROB                 SEP 2015                  1 : 400
                                                                                                           status                                                 drawing no.                                      rev.

                                                                                                                    D.A. ISSUE                                    15193                             D06 A

Section 8

22/09/2015 8:03:29 AM




                                                                                                                                SEDIMENT AND EROSION CONTROL NOTES:                                                STOCKPILES                                                                                                                                                              N




                                                                                                      WALT
                                                                                                                                GENERAL                                                                         1. STOCKPILES ARE NOT TO BE STORED ON THE FOOTPATH OR THE ROAD RESERVE, UNLESS APPROVED
                                                                                                                                                                                                                   BY COUNCIL.
                                                                                                                                                                                                                2. WHERE NECESSARY STOCKPILE LOSSES CAN BE MINIMISED WITH THE USE OF COVERS.




                                                                                                          ER HA
                                                                                                                             1. ALL SEDIMENT & EROSION CONTROL MEASURES TO BE IN
                                                                                                                                ACCORDANCE WITH LOCAL COUNCIL'S GUIDE LINES.                                    3. ALL STOCKPILES AND BUILDING MATERIAL SHALL BE LOCATED WITHIN THE SEDIMENT CONTROL ZONE.
                                                                                                                                                                                                                   TO MINIMISE EROSION AND THE LOSS OF SAND AND SOIL, STOCKPILES SHALL NOT BE LOCATED WITHIN
                                                                                                                                                                                                                4. AN OVERLAND FLOW PATH. IF IT IS IMPRACTICAL TO AVOID STORMWATER RUNOFF BEING DIRECTED TO
                                                                                                                               PRIOR TO THE COMMENCEMENT OF CONSTRUCTION




                                                                                                               Y
                                                                                                                                                                                                                   A STOCKPILE, THEN A PERIMETER BANK SHALL BE CONSTRUCTED UP SLOPE OF THE STOCKPILE TO




                                                                                                            DRIVE
                                                                                                                             1. AVOID STRIPPING & EXCAVATING UNTIL READY TO BUILD.                                 DIRECT RUNOFF IN A CONTROLLED MANNER AROUND THE STOCKPILE.                                                                        RPD
                                                  SITE ENTRY
                                                  REFER FIGURE 2                                                             2. INSTALL SEDIMENT FENCES.                                                                                                                                                                                             LOT 30 on SP 170751

                                                  SITE EXIT                                                                    BULK EARTHWORKS                                                                     SEDIMENT BARRIERS                                                                                                                 TOTAL SITE AREA: 5018m²
                                                  REFER FIGURE 2                                                             1. AVOID STRIPPING & EXCAVATING UNTIL READY TO BUILD.                              1. SEDIMENT FENCE
                                                                                                                             2. CONSTRUCTION OF AN ENTRY/EXIT POINT TO THE SITE SHALL BE MANAGED SO THAT           INSTALL SEDIMENT FENCE(S) ALONG THE LOW SIDE OF THE SITE, AND IDEALLY ALONG A LINE OF
                                                                                                                                SEDIMENT IS NOT TRACKED OFF THE SITE.                                              CONSTANT LAND LEVEL TO PREVENT THE CONCENTRATION OF STORMWATER RUNOFF.
                                                                                                                             3. TOPSOIL SHALL BE STOCKPILED ON SITE FOR LATER USE.                                 IN AREAS WHERE IT IS EITHER UNDESIRABLE OR IMPRACTICAL TO BURY THE LOWER EDGE OF THE
                                                                                                                             4. WHERE PRACTICABLE MAINTAIN KERB VEGETATION IN A HEALTHY STATE DURING THE           SEDIMENT FENCE, THE LOWER 200mm (MIN) PORTION OF THE FABRIC SHALL BE PLACED ON THE
                                                                                                                                CONSTRUCTION PROCESS.                                                              GROUND UP SLOPE OF THE FENCE AND BURIED UNDER A 100mm (MIN) LAYER OF AGGREGATE.
                                                                                                                             5. WHEN UP SLOPE WATER IS DIVERTED AROUND A WORK SITE IT SHALL BE DISCHARGED          SEDIMENT FENCES ON BUILDING SITES CAN BE STAPLED TO APPROXIMATELY 40mm SQUARE
                                                                                                                                AS SHEET FLOW THROUGH AN UNDISTURBED AREA BESIDE THE WORKS.                        HARDWOOD POSTS OR WIRE TIED TO STEEL POSTS.

                                                                                                                                SERVICES TRENCHES                                                               2. FIELD INLET GULLIES
                               EUMUNDI NOOSA ROAD                                                                                                                                                                  SEDIMENT CONTROLS FOR STORMWATER INLETS LOCATED WITHIN THE PROPERTY BOUNDARIES MAY
                                                                                                                             1. TO AVOID UNNECESSARY SOIL EROSION, SERVICE TRENCHES SHALL BE BACK                  CONSIST OF GEOTEXTILE FABRIC PLACED EITHER DIRECTLY OVER THE GRATED INLET OR AROUND
                                                                                                                                FILLED, CAPPED AND COMPACTED TO A LEVEL AT LEAST 75-100mm ABOVE THE                THE INLET SUPPORT BY A TIMBER FRAME. FIELD INLET PROTECTION IS NECESSARY WHERE INLETS
                                                                                                                                ADJOINING GROUND LEVEL.                                                            DRAIN AREAS OF BARE AND UNPROTECTED SOIL. DURING STORMS, PONDING SHALL BE ALLOWED TO
                                                                                                                                                                                                                   OCCUR AROUND THE STORMWATER INLET TO ASSIST IN THE SETTLING OUT OF SEDIMENTS.
                                                                                                                               BUILDING OPERATIONS
                                            SITE PLAN                                                                        1. ERODABLE MATERIAL MISTAKENLY PLACED WITHIN THE ROAD RESERVE (INCLUDING
                                                                                                                                ACCIDENTAL SPILLAGE AND TRACKING OF SUCH MATERIALS ONTO THE ROAD) THAT
                                                                                                                                                                                                                3. PAVEMENT INLET GULLY
                                                                                                                                                                                                                   A ROADSIDE INLET BARRIER IS TO BE INSTALLED, SO THAT IT SHALL NOT BE ALLOWED TO FULLY BLOCK
                                            NTS                                                                                                                                                                    THE INLET STRUCTURE.
                                                                                                                                CANNOT BE PREVENTED THROUGH REASONABLE MEANS, MUST BE:                             ON A HILLSIDE, SEDIMENT BARRIERS MAY CONSIST OF A TEMPORARY DAM CONSTRUCTED FROM SAND
                                                                                                                                (a) REMOVED IMMEDIATELY IF RAINFALL IS IMMINENT OR OCCURRING.                      AND GRAVEL BAGS AT LEAST 4 METRES UP SLOPE FROM THE GULLY INLET.
                                                                                                                                (b) REMOVED PRIOR TO THE END OF THE DAY'S WORK IF RAINFALL IS NOT EXPECTED.
                                                                                                                             2. MATERIALS SHALL BE SWEPT FROM THE ROAD, NOT WASHED DOWN THE GUTTER.
                                                                                                                             3. ALL SOLID WASTE SHALL BE STORED ON SITE IN SUCH A MANNER THAT IT IS
                                                                                                                                PREVENTED FROM LEAVING THE SITE EITHER BY THE ACTION OF WIND OR WATER.             MAINTENANCE
                                                                                                                             4. SMALLER MATERIALS, SUCH AS LITTER, SHALL BE CONTAINED IN COVERED BINS OR
                                   NOTES:                                                                                                                                             1. SEDIMENT FENCES SHALL BE REPLACED IF THE FABRIC IS RIPPED OR OTHERWISE DAMAGED. THE
                                                                                                                                LITTER TRAPS FORMED ON THREE SIDES BY A GEOTEXTILE WIND BREAK.
                                1. BUNDING TO BE POSITIONED AS REQUIRED TO SUIT WORKING & COUNCIL                                                                                        MAINTENANCE OF THE SEDIMENT FENCES INCLUDES THE REMOVAL OF SEDIMENT DEPOSITED UP
                                                                                                                             5. CONCRETE WASTE WASHED FROM TRUCKS AND MIXERS UNITS SHALL BE
                                   REQUIREMENTS SO AS NOT TO CAUSE NUISANCE & POLLUTION TO COUNCIL                                                                                       SLOPE OF THE FENCE AND RETRENCHING THE FABRIC WHEN THE FENCE IS 25% FULL.
                                                                                                                                CONTAINED ON SITE AND SHALL NOT BE PLACED IN A POSITION WHERE IT COULD
                                   FOOTWAYS & ASSOCIATED AREAS.                                                                                                                       2. FOLLOWING STORM EVENTS, THE ROAD RESERVE AND ALL SEDIMENT BARRIERS SHALL BE
                                                                                                                                REASONABLY BE EXPECTED TO WASH FROM THE SITE AND HARM THE
                                2. SECURE & CLEAN ALL WORK AREAS AT COMPLETION OF EACH DAY.                                     ENVIRONMENT.                                             INSPECTED AND ANY EXCESSIVE SEDIMENT RESIDUE SHALL BE APPROPRIATELY REMOVED.
                                3. SITE ACCESS POINTS ARE TO BE CONTROLLED BY THE BUILDER WHO IS TO ENSURE
                                   TEMPORARY REMOVAL & REPLACEMENT OF SILTATION CONTROL METHODS AREA
                                   SUFFICIENT TO ENSURE COMPLIANCE WITH THESE CONTROLS.                       SITE REHABILITATION
                                4. SILT FENCE SHALL NOT BE REMOVED UNTIL SITE HAS BEEN PAVED & SURFACED.
                                   BUNDWALLS SHALL BE LOCATED AROUND ALL PITS & MAINTAINED UNTIL THE       1. ALL GROUND DISTURBED BY THE CONSTRUCTION ACTIVITY SHALL BE PROMPTLY
                                   CATCHMENT AREA HAS BEEN PAVED.                                             AND PROGRESSIVELY STABILISED SO IT CAN NO LONGER ACT AS A SOURCE OF
                                5. KERB DRAIN EXCLUDER SHALL INCORPORATE TRAFFIC CONTROL BARRICADES IN        SEDIMENT.
                                   ACCORDANCE WITH AS1742.3 - 1985, & SHALL NOT BE PLACED UNTIL WORKS ARE
                                6. BEING CARRIED OUT ON THE FOOTPATH AREA, OR AS OTHERWISE DIRECTED BY
                                   COUNCIL.
                                7. ALL SEDIMENT TRAPS, EXCLUDERS, BUNDWALLS SHALL BE INSPECTED & CLEANED            LEGEND                                                                                                                                                A 16.09.15 BHL D.A. APPROVAL
                                                                                                                                                                                                                                                                        revision date         by                               description                    checked
                                   AFTER EACH STORM EVENT. DAMAGED OR CLOGGED BUNDING ARE TO BE REMOVED                           AREA DEFINING EXTENT OF WORKS TO HAVE                                                                                                               Figured dimensions to be taken in preference to scale readings
                                   AND REPLACED.                                                                                  SEDIMENT AND EROSION CONTROLS INSTALLED
                                8. THE BUILDER SHALL CARRY OUT ANY ADDITIONAL WORKS DEEMED NECESSARY AND                                                                                                                                                                                                                               PROJECT MANAGERS
                                                                                                                                                                                                                                    BERM (0.3m MIN. HIGH)                                                                                          DESIGNERS ||
                                   DIRECTED BY COUNCIL TO BE CARRIED OUT.                                                                                                                                                                                                                                                                            PLANNERS |
                                9. THE SEDIMENT CONTROL PLAN SHALL BE IMPLEMENTED PRIOR TO ANY WORKS BEING                                                                                                      MIN LE                                    EXISTING                                                                                 ENGINEERS |
                                   CARRIED OUT ON SITE.                                                                                                                      CONSTRUCTION SITE                        NGTH
                                                                                                                                                                                                                           15m                                                                                                  Head office - 17 Dover Street
                                                                                                                                                                                                                                                                                          ROADWAY                                                                       Albion QLD 4010 Australia
                                                                                                                    DISTURBED AREA                           POSTS DRIVEN 0.6M
                                                                                                                                                                                                                                                                                                                                                                        Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                        Ph. 61 7 3854 2900
                                                                                                                                                                                                                                                                m
                                                                                                                                                             INTO GROUND                                                                                      H3                                                                                                        Fax. 61 7 3854 2999
                                                                                                       WIRE OR STEEL MESH                     X.                                                                                                          WIDT                                                       Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
                                                                                                                                            MA                                                                                       0.2m             MIN
                                                                                                                                                                                                                                                                                                            C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
                                                                                                      DIR                                3m                                                                                                                                                                          This document may not be copied, reproduced, retained or disclosed to any unauthorised
                                                                                                      OF ECTIO                                               GEOTEXTILE FILTER FABRIC                                                                                                                                person, either wholly or in part, without prior consent in writing from Tam Faragher &
                                                               KERB DRAIN                               FLO N                                                                                                                                                                                                        Associates.
                                                                                                           W                                                                                                                                                                                                                                                                                ACN 054 486 743
                                                                                                                                                                                                                                                                                                           project
                                                                                                                                                                                                  GEOTEXTILE FABRIC
                                                                                                                      m
                                                                                                                   0.6 X                       DETAIL OF OVERLAP                                                                                                                                           PROPOSED SERVICE STATION for SYNERGY
                        WRAP FILTER CLOTH                                                                            MA
                        OVER GRATE.
                                                                                                                                                                                                                                                                                                           PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
                                                                                                                         m                                                                                              50 - 75mm GRAVEL OR
                                                                                                                      0.2                                    UNDISTURBED                                                RECYCLED CONCRETE                                                                  WALTER HAY DRIVE) NOOSAVILLE, QLD
                                                                                                                                                             AREA                               RUNOFF FROM PAD                                                                                            title
                                                                    100Ø AG. PIPE WRAPPED IN FILTER                                                                                             DIRECTED TO                                                                                                EROSION & SEDIMENT CONTROL PLAN
                            KERB INLET                              CLOTH PLACED TO COVER THE
                                                                    EXTENTS OF LINTEL OR BACKSTONE
                                                                                                                        FIG. 1. - SEDIMENT FENCE                                                SEDIMENT
                                                                                                                                                                                                TRAP.
                                                                                                                                                                                                                  FIG. 2. - CONSTRUCTION EXIT/ENTRY
                                                                    & FILLED WITH 20mm GRAVEL.                                                                                                                    MAINTENANCE:
                            PROTECTION                                                                                                                                                                            THE ENTRANCE SHALL BE MAINTAINED SO THAT IT PREVENTS TYRES FROM TRACKING.
                                                                                                                                                                                                                                                                                                           drawn
                                                                                                                                                                                                                                                                                                                      BHL
                                                                                                                                                                                                                                                                                                                                     approved
                                                                                                                                                                                                                                                                                                                                       ROB
                                                                                                                                                                                                                                                                                                                                                            date created
                                                                                                                                                                                                                                                                                                                                                            SEP 2015
                                                                                                                                                                                                                                                                                                                                                                                   scale
                                                                                                                                                                                                                                                                                                                                                                                     As indicated
                                                                                                                                                                                                                  DRESSING WITH ADDITIONAL AGGREGATE IF REQUIRED.                                          status                                                 drawing no.                                   rev.

                                                                                                                                                                                                                  REGULARLY REMOVE SEDIMENT FROM ROADWAY.                                                           D.A. ISSUE                                    15193                           D07 A

Section 9

 

   
 

    
   

LOT 30 ON SP17075
| 519m?”

   

 

 

 

 

 

 

4 0 5 10 15 20m
FP Lee OL
Metres Nv

LEGEND

> FLOW ARROW

EEC —_ PRE-DEVELOPMENT CATCHMENT BOUNDARY

 

CATCHMENT A
AREA - 5019m?

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

praech
PROPOSED SERVICE STATION for SYNERGY
PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
WALTER HAY DRIVE) NOOSAVILLE, OLD

 

Tile

PRE-DEVELOPMENT CATCHMENT PLAN

 

Gate created | scale

~ GM ere © [ovtorts 1: 400
raving no.

"DA. ISSUE 15193 08 A

 

 

 

 

 

 

Section 10

6/10/2015 2:33:30 PM



                                                                                                4   0   5                  10                 15               20m

                                                                                                             Metres                                                                            N




                                                                                  WALTE
                                                                                                            LEGEND
                                                                                                            FLOW ARROW




                                                                                       R HAY
                                                                                                            POST DEVELOPMENT CATCHMENT BOUNDARY




                                                                                        DRIVE
                                                                                                            CATCHMENT A
                                                                                                            AREA - 2058m 2
                                                                    CATCHMENT B


                                                                                                            CATCHMENT B
                                                                                                            AREA - 390m 2
                                                                                                            BYPASSING RETENTION




                                                      CATCHMENT A



                                    ACCESS EASEMENT




                                                                                                               A         01.10.15      GM D.A. APPROVAL                                                           JA
                                                                                                             revision       date        by                               description                              checked

                                                                                                                                Figured dimensions to be taken in preference to scale readings
                                                                                                                                                                                  PROJECT MANAGERS
                                                                                                                                                                                                  |
                                                                                                                                                                                        DESIGNERS |
                                                                                                                                                                                         PLANNERS |

                       EUMUNDI NOOSA ROAD                                                                                                                                               ENGINEERS |
                                                                                                                                                                          Head office - 17 Dover Street
                                                                                                                                                                          Albion QLD 4010 Australia
                                                                                                                                                                          Email: [email protected]
                                                                                                                                                                          Ph. 61 7 3854 2900
                                                                                                                                                                          Fax. 61 7 3854 2999
                                                                                                                       Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
                                                                                                               C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
                                                                                                                       This document may not be copied, reproduced, retained or disclosed to any unauthorised
                                                                                                                       person, either wholly or in part, without prior consent in writing from Tam Faragher &
                                                                                                                       Associates.
                                                                                                                                                                                              ACN 054 486 743
                                                                                                             project

                                                                                                             PROPOSED SERVICE STATION for SYNERGY
                                                                                                             PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
                                                                                                             WALTER HAY DRIVE) NOOSAVILLE, QLD
                                                                                                             title

                                                                                                             POST-DEVELOPMENT CATCHMENT PLAN


                                                                                                             drawn                     approved               date created             scale
                                                                                                                        GM               JA                   01/10/15                  1 : 400
                                                                                                             status                                                 drawing no.                                        rev.

                                                                                                                      D.A. ISSUE                                    15193                           D09 A

Section 11

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               4         0         5                10                15                20m
6/10/2015 2:37:35 PM



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Metres

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           N

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DP       DOWNPIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               GP1      GULLY PIT FITTED WITH SPEL STORMSACKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               GP2      FIELD INLET GULLY PIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               GP3      OILY WATER GULLY PIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LEGAL POINT
                                                                                                                                                                                                                                                                                214°14                                                                        0                                                                                                                                                                                                                                                                TD       TRENCH DRAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  OF DISCHARGE
                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                      '30"                                                                         9.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                          °2 8'
                                                                                                                                                                                                                                                                                      67.39                                                                                                                                                          247

                                                                                                                                                                                                                                                                                                                  DP
                                                                                                                                                                                                                                                                                                                                                                                                                                                            45
                                                                                                                                                                                                                                                                                04                                                                                                                                              00                    2 3.4
                                                                                                                                                                                                                                                                                     10
                                                                                                                                                                                                                                                                                        .8
                                                                                                                                                                                                                                                                                                   0      8
                                                                                                                                                                                                                                                                                                                                                                                                                             9.3                                                                                                                                                                                                               PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                       9.6                                                                                                                                                                                                74
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0 9.2             8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    9.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DEVELOPMENT AREA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WALTE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           GP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    GP2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5                                                                                                                                                      ROOFWATER DRAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               03'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          12.03




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  R HAY D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          306°
                                                                                                                                                                                                                                                                                                                                                                                                                                                      DP                             0      0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             20 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       65 9.2 9.39                                                                                                             STORMWATER DRAIN
                                                                                                                                                                                                                                                               20      .8                                                                                                                                                                                                                9.4                        9.0

                                                                                                                                                                                                                                                                                                                                                               FFL.9.700
                                                                                                                                                                                                                                                                    10

                                                                                                                                                                                                                                                                                         9.6
                                                                                                                                                                                                                                                                                            80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0                           8.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               OILY WATER DRAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RIVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0                  8.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       8
                                                                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          9.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5                                                  GP2 9.1                               0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          8.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RETAINING WALL
                                                                                                                                                                                                                                                                                                                              8
                                                                                                                                                                                                                                                                                                                           9.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                              9.600




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9.400
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 57
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              9.2
                                                                                                                                                                                                                                               07                                                                                                                                                                                    DP
                                                                                                                                                                                                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                                                                                                                                                                                                                                              9.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0                                                                                                                                                                             GENERAL DIRECTION OF FINISHED SURFACE FALLS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          "
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          312°09'25
                                                                                                                                                                                                                                                       .9
                                                                                                                                                                                                                                                    10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6.945
                                                                                                                                                                                                                                                                                                                                                                                                          0      8
                                                                                                                                                                                                                                                                                                                                                                                                              9.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8.430 PROPOSED SPOT HEIGHT
                                                                                                                                                                                                                                                                                                                                                                                               0      5
                                                                                                                                                                                                                                                                         0      3                                                                                                                  9.5
                                                                                                                                                                                                                                                                             9.5
                                                                                                                                                                                                                                                                                                                                                                                                                                               0                                                                         0      0                                 7
                                                                                                                                                                                                                                                                                                                                                                                                                                                      5                                                                      9.0                                      9.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8
                                                                                                                                                                                                                                                                                                                                                                                                                                                   9.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0     9.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8.980 EXISTING SPOT HEIGHT
                                                                                                                            25      .9                                                                                                                                                                                                                                                                                                                                                        9.2
                                                                                                                                 11                                                                                                                                                                                                                                                                                                                                                                                  0      5
                                                                                                                                                                                                                                                                                                                                     VALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         9.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FFL 8.650   FINISHED FLOOR LEVEL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                321°59'25"
                                                                                                                                                                                                                                                                                                                                         EY LI
                                                                                                                                                                                                                                                                                                                                                                                 0      0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     6.945
                                                                                                                                                                                                                                                                                                                                                                                     9.4
                                                                                                                                                                                                                                                                                                                                               NE
                                                                                                                                                                                                                                                                    0      5                                                                                                                                                      0
                                                                                                                                                                                                                                                                        9.8                                                                                                                                                           9.1
                                                                                                                                                                                                                                                                                                                                                                                                                                         7




                                                                                                                                                                                                                                                                                                                                                                                       9.400
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0      9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8.9
                                                                                                               VACANT LAND




                                                                                                                                                                                                                                                                                                                                      9.600
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0      5       9.000
                                                                                                                                                                                                                                                                              GP3                                                                                                                                                                                     8.9                                                                                     0      5
                                                                                                                                                                                                                                                                        0      9                              9.600                                                                                                                                                                                                                                               9.2
                                                                                                                                                                                                                                                                            9.4




                                                                                                                                                                                                                                                                     9.600
                                                                                                                                                                                                                                                                    10.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      331°50'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9.200
                                                                                                                                                                                                                                                                     9.800




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             6.945
                                                                                                                                                                                                                                                                                                                                                                                                                                       9.200
                                                                                                                                                                                                                             98
                                                                                                                                                                                                                                                                                                 DP                                                                                                                                                                                   GP1
                                                                                                                                                                                                                                     .0                                                                                                                                                                                                                                                 1                                       0      3
                                                                                                                                                                                                                                  11                                           GP                                 0      1                                                                                                                                                            GP                                            9.3
                                                                                                                                                                                                                                                                                                                      9.3                                                                                             0      7
                                                                                                                                                                                                                                                       .15
                                                                                                                                                                                                                                                           0                                                                                                                                                              9.2
                                                                                                                                                                                                                                                     10 50                                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                                                        GP                                                                                                                                                                                                                                               3
                                                                                                                                                                                                                                                                                                                        GP3                        DP                                                                                                                                                                                                                 9.3
                                                                                                                                                                                                                                                          .1                                                                                            0      1
                                                                                                                                                                                                                                                       10                                                                                                   9.2
                                                                                                                                                                                                                                                                                                                                                                                                  10
                                                                                                                                                                                                                                                                                                                                                              GP3 DP
                                                                                                                                                                                                                                                                                                                                                              GP                               9.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8
                                                                                                                                                                                                                                                                                                       TD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          8
                                                                                                                                                                                                                                                                                                         TD                                                                                               GP3
                                                                                                                                                                                                                                                                                                                                                                                                          GP                                                                                                                                           9.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            05

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             7'
                                                                                                                                                                                                                                                                                                                                                                     00                                                                                                                                  0      3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5°2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         7.7
                                                                                                                                                                                                                                                                                                                                                                          9 .4                                                                                                                               9.3
                       140°21'05"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       34
                                    50.292




                                                                                                                                                                                                                                                                                                                                                                                                           70
                                                                                                                                                                                                                                                                                                                                                                                                      0 9.2             2
                                                                                                                                                                                                                                                                                                                                                                                                          0          9.2                                                                                                            0      4
                                                                                           28                                                                                                                                                                                                                                                                                                                    2                                                                                                                      9.4
                                                                                                   .0                                                                                                                                                                                                                                                                                                         9.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SPEL PURACEPTOR
                                                                                                12                                       94                                                        20                                                                                                                                                                                                                                                                                                   01
                                                                                                                                                 .5
                                                                                                                                                                                                                                                                                                                                                                                                                            GP1                                                                      9.6
                                                                                                                                              11                                                           .2                                                                                                                                                                                                                      1
                                                                                                                                                                                                        11                                                                                                                                                                                                                       GP                                   0
                                                                                      20                                                                                                                                                                                                                                                                                                                                                                                           3
                                                                                              .9                                                                                                                                                                                                                                                                                                                                                                             74 9.3




                                                                                                                                                                                                                                                                                                                                                                              0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     7.
                                                                                           11                                            70




                                                                                                                                                                                                                                                                                                                                                                         .060
                                                                                                                                                                                                                00                                                                                                                                                                                                                                                        9.7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    70 '
                                                                                                                                                 .5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2°
                                                                                                                                                                                                                                                                                                                                                                     9.96
                                                                                                                                              11                                                                        .8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        50
                                                                                                                                                                                                                     10




                                                                                                                                                                                                                                                                                                                                                        00
                                                                                      40                                                                                                                                                                                                                                                                                                                                          0                                                      0




                                                                                                                                                                                                                                                                                                                                                    9. 8
                                                                                              .8                                                                                                                                                                                                                                                                                                                                         5                                                      5
                                                                                           11
                                                                                                                         (ACCESS EASEMENT)
                                                                                                                                                                                                                                                                                                                                                                                                                                      9.4                                                    9.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DETENTION TANK
                                                                                                                                                                                                    00




                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                             .0




                                                                                                                                                                                                                                                                                                                                       . 00
                                                                                                                                                                                                          11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CAPACITY 38,400L




                                                                                                                                                                                                                                                                                                                                              10
                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                        .80
                                                                                                                                                                                           0
                                                                                                                                                                                       .2 0




                                                                                                                                                                                                                                      10




                                                                                                                                                                                                                                                                                                                             00
                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                     11




                                                                                                                                                                                                                                                                 .60




                                                                                                                                                                                                                                                                                                                                .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                        8.
                                                                                                                                                                                                                                                               10




                                                                                                                                                                                                                                                                                                                             10
                                                                                                                                                                                                                                                                                                                                                                                                                                                      15 63
                                                                                                                                                                                                                                                                                                                                                                                                                                                        °1
                                                                                                                                                                                                                                                                                                              0                                                                                                                                            8'
                                                                                                                                                                                      10                                                                                                                   .40                                                       0      0
                                                                                                                                                                                              .3                                                                                                         10                                                              9.9
                                                                                                                                                                                           11
                                                                                                                         11
                                                                                                                            .6




                                                                                                                                                                                                                                                                                                                                              5
                                                                                                                                                                                                                                                                                                                                                                     GP1
                                                                                                                                                                                                                                                                                                                                                                            1
                                                                                                                                                                                                                                                                                                                                           .26
                                                                                                                     00




                                                                                                                                                                                                                                                                                                                                        10                                GP                                  22
                                                                                                                                                                                                                                                                                                                                                                                                                8.6
                                                                                                                                                                                                                                                                                                                                                                                                                    3
                                                                                                                                                                                                                                                                                                                                                                                                                 °51
                                                                                                                                                                                                                                                                                                                                                                                                                     '
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           A         01.10.15      GM D.A. APPROVAL                                                           JA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         revision        date       by                               description                              checked
                                                                                                                                                 11




                                                                                                                                                                                                                                                                                                                                                                                                                                                     LEGAL POINT
                                                                                                                                                   .40




                                                                                                                                                                        30
                                                                                                                                                      0




                                                                                                                                                                                                                                                                                                                                        4
                                                                                                                                                                                .2                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Figured dimensions to be taken in preference to scale readings
                                                                                                                                                                                                                                                                                                                                                                                                                                                     OF DISCHARGE
                                                                                                                                                                             11                                                                                                                                                      97  8.69.
                                                                                                                                                                                                                                                                                                                                             3
                                                                                                                                                                                                                                                                                                                                      30°2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROJECT 

Section 12

MANAGERS
                                                                                                                                                                                                                                                                                                                                           4'2
                                                                                                                                                                                                                                                                                                       7                                      5"
                                                                                                                                                                                                                                                                                                    .08
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              |
                                                                          8                                                                                                                                                                                                                       10 8.662
                                                                       .91                                                                                                                                                                     84               10                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DESIGNERS |
                                                                 40 11
                                                                              11
                                                                                 .3                     ENTRY                                                EXIT   00
                                                                                                                                                                           11
                                                                                                                                                                              .2     15      .9                                                      10
                                                                                                                                                                                                                                                        .4           10
                                                                                                                                                                                                                                                                        .4                       37°5
                                                                                                                                                                                                                                                                                                      7'25
                                                                                                                                                                                                                                                                                                           "
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PLANNERS |
                                                                                                                50.648                                                                    10
                                                                                                               50°21'05"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ENGINEERS |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Head office - 17 Dover Street
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Albion QLD 4010 Australia
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Ph. 61 7 3854 2900
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Fax. 61 7 3854 2999
                                             12
                                                  11
                                                     .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
                                                                                                        3
                                                                                                        10.8




                                                                                                                                                                    5
                                                                                                                                                      0




                                                                                                                                                                    10.3
                                                                                                                                                      10.5
                                                          1
                                                          11.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   This document may not be copied, reproduced, retained or disclosed to any unauthorised
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   person, either wholly or in part, without prior consent in writing from Tam Faragher &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Associates.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ACN 054 486 743
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         project
                                                                                                   EUMUNDI NOOSA ROAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED SERVICE STATION for SYNERGY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         WALTER HAY DRIVE) NOOSAVILLE, QLD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         title

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SITE GRADING & STORMWATER DRAINAGE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         drawn                     approved               date created             scale
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    GM               JA                   01/10/15                  1 : 400
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         status                                                 drawing no.                                        rev.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  D.A. ISSUE                                    15193                            D10 A

Section 13

22/09/2015 8:03:31 AM




                                                                                                                                                                                      N
                                                                                                             4               0                  5                   10                  15               20m

                                                                                                                                                       Metres




                                                                         WALTE
                                                                                                                              RPD
                                                                                                                              LOT 30 on SP 170751

                                                                                                                              TOTAL SITE AREA: 5018m²




                                                                              R HAY
                                                                               DRIVE
                                             SERVICE YARD




                                                                                                      A          16.09.15 BHL D.A. APPROVAL
                                                                                                    revision       date          by                             description                              checked

                                                                                                                       Figured dimensions to be taken in preference to scale readings
                                                                                                                                                                         PROJECT MANAGERS
                                                                                                                                                                                         |
                                                                                                                                                                               DESIGNERS |
                                                                                                                                                                                PLANNERS |
                                                                                                                                                                               ENGINEERS |

                        EUMUNDI NOOSA ROAD                                                                                                                       Head office - 17 Dover Street
                                                                                                                                                                 Albion QLD 4010 Australia
                                                                                                                                                                 Email: [email protected]
                                                                                                                                                                 Ph. 61 7 3854 2900
                                                                                                                                                                 Fax. 61 7 3854 2999
                                                                     12.5                                     Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
                                                                                                      C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
                                                                                                              This document may not be copied, reproduced, retained or disclosed to any unauthorised
                                                                                                              person, either wholly or in part, without prior consent in writing from Tam Faragher &
                                                                                                              Associates.
                                                                                                                                                                                     ACN 054 486 743
                                                                                                    project


                                                             2.4   5.9        1.4
                                                                                                    PROPOSED SERVICE STATION for SYNERGY
                                                            HRV - Heavy Rigid Vehicle
                                                                                                    PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
                                                            Overall Length                12.500m   WALTER HAY DRIVE) NOOSAVILLE, QLD
                                                            Overall Width                 2.500m
                                                            Overall Body Height           4.300m    title
                                                            Min Body Ground Clearance     0.417m
                                                            Track Width                   2.500m    HRV TURNING PATH
                                                            Lock to Lock Time             6.00s
                                                            Curb to Curb Turning Radius   12.500m
                                                                                                    drawn                     approved               date created             scale
                                                                                                               BHL               ROB                 SEP 2015                  1 : 400
                                                                                                    status                                                 drawing no.                                      rev.

                                                                                                             D.A. ISSUE                                    15193                             D11 A

Section 14

22/09/2015 8:03:34 AM




                                                                                                                                                                                                                   N
                                                                                                                                          4               0                  5                   10                  15               20m

                                                                                                                                                                                    Metres




                                                                                                                                                           RPD




                                                                                                                WALTE
                                                                                                                                                           LOT 30 on SP 170751

                                                                                                                                                           TOTAL SITE AREA: 5018m²




                                                                                                                     R HAY
                                                                                                                       DRIVE
                                             REMOTE FUEL FILL POINT




                                                                                                                                   A          16.09.15 BHL D.A. APPROVAL
                                                                                                                                 revision       date          by                             description                              checked

                                                                                                                                                    Figured dimensions to be taken in preference to scale readings
                                                                                                                                                                                                      PROJECT MANAGERS
                                                                                                                                                                                                                      |
                                                                                                                                                                                                            DESIGNERS |
                                                                                                                                                                                                             PLANNERS |
                                                                                                                                                                                                            ENGINEERS |
                                                                                                                                                                                              Head office - 17 Dover Street
                                                                                                                                                                                              Albion QLD 4010 Australia

                        EUMUNDI NOOSA ROAD                                                                                                                                                    Email: [email protected]
                                                                                                                                                                                              Ph. 61 7 3854 2900
                                                                                                                                                                                              Fax. 61 7 3854 2999
                                                                                                  13.7
                                                                              8.3                                                          Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
                                                                                                                                   C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
                                                                                                                                           This document may not be copied, reproduced, retained or disclosed to any unauthorised
                                                                                                                                           person, either wholly or in part, without prior consent in writing from Tam Faragher &
                                                                                                                                           Associates.
                                                                                                                                                                                                                  ACN 054 486 743
                                                                                                                                 project
                                                                                    Max 72° Horiz
                                                                            6.6
                                                                                    Max 6° Vert
                                                                                                                                 PROPOSED SERVICE STATION for SYNERGY
                                                                      1.6     4.7   1.4
                                                                                            8.1          1.4 1.4 1.5             PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
                                                                      AV - Articulated Vehicle                                   WALTER HAY DRIVE) NOOSAVILLE, QLD
                                                                      Overall Length                                   19.000m
                                                                      Overall Width                                    2.500m    title
                                                                      Overall Body Height                              4.301m    TANKER TURNING PATH
                                                                      Min Body Ground Clearance                        0.418m
                                                                      Track Width                                      2.500m
                                                                      Lock to Lock Time                                6.00s
                                                                      Curb to Curb Turning Radius                      12.500m
                                                                                                                                 drawn                     approved               date created             scale
                                                                                                                                            BHL               ROB                 SEP 2015                  1 : 400
                                                                                                                                 status                                                 drawing no.                                      rev.

                                                                                                                                          D.A. ISSUE                                    15193                             D12 A

Section 15

22/09/2015 8:03:36 AM




                                                                                                                                                                       N
                                                                                              4               0                  5                   10                  15               20m

                                                                                                                                        Metres




                                                                                                               RPD
                                                                                                               LOT 30 on SP 170751

                                                                                                               TOTAL SITE AREA: 5018m²




                                                                       WALTE
                                                                            R HAY
                                                                             DRIVE
                                             QUEUING FOR MIN. 2 CARS
                                             BEHIND DISPENSER




                                                                                       A          16.09.15 BHL D.A. APPROVAL
                                                                                     revision       date          by                             description                              checked

                                                                                                        Figured dimensions to be taken in preference to scale readings
                                                                                                                                                          PROJECT MANAGERS
                                                                                                                                                                          |
                                                                                                                                                                DESIGNERS |
                                                                                                                                                                 PLANNERS |
                                                                                                                                                                ENGINEERS |
                                                                                                                                                  Head office - 17 Dover Street
                                                                                                                                                  Albion QLD 4010 Australia
                                                                                                                                                  Email: [email protected]
                                                                                                                                                  Ph. 61 7 3854 2900
                                                                                                                                                  Fax. 61 7 3854 2999
                                                                                               Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
                                                                                       C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
                                                                                               This document may not be copied, reproduced, retained or disclosed to any unauthorised
                                                                                               person, either wholly or in part, without prior consent in writing from Tam Faragher &
                        EUMUNDI NOOSA ROAD                                           project
                                                                                               Associates.
                                                                                                                                                                      ACN 054 486 743


                                                                                     PROPOSED SERVICE STATION for SYNERGY
                                                                                     PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
                                                                                     WALTER HAY DRIVE) NOOSAVILLE, QLD
                                                                                     title

                                                                                     SITE QUEUING PLAN


                                                                                     drawn                     approved               date created             scale
                                                                                                BHL               ROB                 SEP 2015                  1 : 400
                                                                                     status                                                 drawing no.                                      rev.

                                                                                              D.A. ISSUE                                    15193                             D13 A

Section 16

22/09/2015 8:03:38 AM




                                                                                                                                                                                                              N
                                                                                                                                     4               0                  5                   10                  15               20m

                                                                                                                                                                               Metres




                                                                                                                                                      RPD
                                                                                                                                                      LOT 30 on SP 170751

                                                                                                                                                      TOTAL SITE AREA: 5018m²




                                                                                                              WALTE
                                                  ENT
                                             EASEM




                                                                                                                   R HAY
                                                                    USE AREA
                                                                      605m²




                                                                                                                    DRIVE
                                                               INDUSTRY TYPE1/2 OR




                                                                                                        ING
                                                                 RETAIL TYPE 3/4/5/6




                                                                                                    SCAP
                              LOADING




                                                                                                LAND
                                             5                  1




                                                 UNDERGROUND STORMWATER DETENTION
                                                 TANK WITH FILTRATION SYSTEM TO COMPLY
                                                 WITH DIVISION 20 WATER SENSITIVE DESIGN
                                                 CODE (INDICATIVE ONLY)

                          6                      10                             11         13




                                        14




                                        17
                                                                                                                              A          16.09.15 BHL D.A. APPROVAL
                                                                                                                            revision       date          by                             description                              checked

                        LANDSCAPING                                                                                                            Figured dimensions to be taken in preference to scale readings
                                                                                                                                                                                                 PROJECT MANAGERS
                                                                                                                                                                                                                 |
                                                                                                                                                                                                       DESIGNERS |
                                                                                                                                                                                                        PLANNERS |
                                                                                                                                                                                                       ENGINEERS |
                                                                                                                                                                                         Head office - 17 Dover Street
                                                                                                                                                                                         Albion QLD 4010 Australia
                                                                                                                                                                                         Email: [email protected]
                                                                                                                                                                                         Ph. 61 7 3854 2900
                                                                                                                                                                                         Fax. 61 7 3854 2999
                                                                                                                                      Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
                                                                                                                              C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.

                                 EUMUNDI NOOSA ROAD
                                                                                                                                      This document may not be copied, reproduced, retained or disclosed to any unauthorised
                                                                                                                                      person, either wholly or in part, without prior consent in writing from Tam Faragher &
                                                                                                                                      Associates.
                                                                                                                                                                                                             ACN 054 486 743
                                                                                                                            project

                                                                                                                            PROPOSED SERVICE STATION for SYNERGY
                                                                                                                            PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
                                                                                                                            WALTER HAY DRIVE) NOOSAVILLE, QLD
                                                                                                                            title

                                                                                                                            POTENTIAL ADJOINING LOT LAYOUT


                                                                                                                            drawn                     approved               date created             scale
                                                                                                                                       BHL               ROB                 SEP 2015                  1 : 400
                                                                                                                            status                                                 drawing no.                                      rev.

                                                                                                                                     D.A. ISSUE                                    15193                             D14 A

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.