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Attachment 1A - SITE PLAN DAVID LOW WAY

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PEREGIAN BEACH VILLAS                                                                                                                                                                 226 DAVID LOW WAY, PEREGIAN BEACH, SUNSHINE COAST, QLD,

NOTES
    SITE SUMMARY
    SITE COVER
    UNIT 1                   =51M2
    UNIT 2                   = 53.6M2
    UNIT 3                   = 51M2
    UNIT 4                   = 67.8M2
    UNIT 5                   = 51M2
    UNIT 6                   = 51M2
    UNIT 7                   = 51M2
    UNIT 8                   = 51M2
    UNIT 9                   = 51M2
    TOTAL                    = 478M2
    PERCENTAGE               = 39.8%

    TOTAL G.F.A.
    UNIT 1                   = 55M2
    UNIT 2                   = 55M2
    UNIT 3                   = 55M2
    UNIT 4                   = 87M2
    UNIT 5                   = 55M2
    UNIT 6                   = 55M2
    UNIT 7                   = 55M2
    UNIT 8                   = 55M2
    UNIT 9                   = 55M2
    TOTAL                    = 527M2




                                                                                                                                                                                                                                    AREAS
GENERAL NOTES
CONTRACTOR TO CONFIRM ALL DIMENSIONS, LEVELS AND GENERAL     PROTECTION FROM TERMITES IS TO BE INSTALLED IN ACCORDANCE   ALL BUILDING WORK SHALL COMPLY WITH THE BCA, LOCAL                                                         GROUND FLOOR                                              ......... m2
SITE CONDITIONS INCLUDING LOCATION OF EXISTING SERVICES ON   WITH AS3660.1-2000. AND PART 3.1.3 OF THE BCA.              AUTHORITY REGULATIONS & ALL RELEVANT AUSTRALIAN
                                                                                                                                                                                                                                    FIRST FLOOR                                               .........m2
SITE PRIOR TO THE COMMENCEMENT OF ANY WORKS.                                                                             STANDARDS.
                                                             STAIRS, HANDRAILS AND BALUSTRADES TO BE IN ACCORDANCE                                                                                                                  BALCONY                                                   .........m2
DRAWINGS TO BE READ IN ASSOCIATION WITH SPECIFICATION AND    WITH THE B.C.A.                                             REFER LANDSCAPE ARCHITECT PLANS FOR LANDSCAPE WORKS                                                        DOUBLE GARAGE                                             .........m2
SCHEDULES OF FINISHES.
                                                             ALUMINIUM WINDOWS TO BE IN ACCORDANCE WITH AS2047 AND       SMOKE ALARMS ARE TO BE HARDWIRED AND IN ACCORDANCE WITH                                                    ALFRESCO                                                  .........m2
DIMENSIONS TAKE PRECEDENCE OVER SCALE.                       AS2048 AND CLEAR GLAZING IN ACCORDANCE WITH AS1288 AND      AS3788 & PART 3.72 OF THE BCA
                                                                                                                                                                                                                                    TOTAL AREA PER UNIT                                    .........m2
                                                             AS2208 AND THE DESIGN CONDITIONS AS NOMINATED.
DO NOT SCALE FROM DRAWINGS. REFER ANY DISCREPANCIES                                                                      CONCEAL ALL VENT PIPES AND WASTE PIPES WITHIN WALL FRAMING


                                                                                                                                                                                         Collins Developments
DIRECTLY TO THE SUPERINTENDENT.                              BUILDER IS RESPONSIBLE FOR WATERTIGHTNESS OF THE BUILDING                                                                                                              HINTON STEEL FRAMES
                                                             AND MUST PROVIDE FLASHING, SARKING REQUIRED TO PREVENT      MAX BUILDING HT ABOVE NATURAL GROUND LINE IS TO BE 8500 mm                                                 16 Computer Road Yatala
REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR ALL FOOTINGS,     THE ENTRY OF MOISTURE INTO THE BUILDING.                    AND IN ACCORDANCE WITH BBC DEVELOPMENT APPROVAL                                                            Gold Coast
SLAB AND WALL DETAILS AND SIZING OF STRUCTURAL MEMBERS.                                                                  REQUIREMENTS                                                                                               qld australia 4207
                                                             WATERPROOFING TO WET AREAS IN ACCORDANCE WITH SECTION                                                                                                                  telephone
REFER TO SPECIFICATION FOR RELEVANT AUSTRALIAN STANDARDS.    3.8.1 OF THE B.C.A AND AS 3740                              SET DOWN FLOOR JOISTS TO ALL UPPER LEVEL BATHROOMS / WET                                                   (617) 3287 3398
                                                                                                                                                                                                                                    facsimilie
                                                                                                                         AREAS FOR FLUSH FLOOR FINISH BETWEEN POLISHED TIMBER                                                       (617) 3382 7656
                                                                                                                         FLOORS AND TILED FLOORS - REFER STRUCTURAL ENG DRAWINGS                                                    email: [email protected]
                                                                                                                         FOR MEMBER SIZES                                                                                           w w w .h i n t o n s t e e l f r a m e s .c o m .a u
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Page 2

  PEREGIAN BEACH VILLAS
                                                                                                                                                                                                                                                                                                                                                                                                                      NOTE
                                                                                                                                                                                                                                                                                                                                                                                                                              * ALL BUILDING SET-BACKS TO BE READ IN
                                                                                                                                                                                                                           226 DAVID LOW WAY, PEREGIAN BEACH, SUNSHINE COAST, QLD,                                                                                                                                          CONJUNCTION WITH LOCAL COUNCIL BY-LAWS


                                                                                                                                                                                                                                                                                                                                                                                                                      GENERAL NOTES
                                                                                                                                                                                                                                                                                                                                                                                                                      *SITE TO BE GRADED TO DISPERSE WATER AWAY
                                                                                                                                                                                                                                                                                                                                                                                                                      FROM BUILDING

                                                                                                                                                                                                                                                                                                                                                                                                                      * ALL STORMWATER TO CONNECT TO RAINWATER TANK
                                                                                                                                                                                                                                                                                                                                                                                                                      WHERE INDICATED OR COUNCIL STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                      SYSTEM AS PROVIDED BY LOCAL GOVERNMENT LOCAL
                                                                                                                                                                                                                                                                                                                                                                                                                      GOVERNMENT COUNCIL. RAINWATER TANK TO
                                                                                                                                                                                                                                                                                                                                                                                                                      OVERFLOW




                                                                                                                                                                                                         setback to wall
                                                                                                                                                                                                                                                                                                                                                                                                                      TO BE DIVERTED BACK TO COUNCIL SYSTEM AS




                                                                                                                                                                                                                               setback to wall
                                                                                                                                                                                                                                                                                                                                                                                                                      PROVIDED.

                                                                                                                                                                       92º13'20"                                                                                                                                  FIRST LEVEL                                                                                         * CONNECT RAINWATER TANK TO COLD WATER SUPPLY
                                                                                                                                                                        27.453                                                                                                                                                                                                                                        TO NEW RESIDENCE TO SUPPLY TOILET FLUSHING,
                                                                                                                                                                                                                                                                                                                                                                                                                      WASHING FACILITY AND POOL TOP UP ONLY. PROVIDE




                                                                                                                                                                                                 1.615
                                                                                                                                                                                                                                                                                                                  GROUND                                                                                              FIRST FLUSH SYSTEM AND MOSQUITO SCREEN TO




                                                                                                                                                                                                                           2.615
                                                                                                                                                                                                                                                                                                                   LEVEL                                                                                              TANK AND SUPPLYING DOWNPIPES. PROVIDE ALL




                                                                                                                                                                                                                                                                                         28
                                                                                                                  6.106                                                                                                                                                                                                                                                                                               NECESSARY FILTERS TO PUMPS, PIPES, LINES AND




                                                                                                                                                                                                                                                                                      2.4
                                                                                                                                                                                                                                                                                                                                                                                                                      FIXTURES AS REQUIRED BY THE BCA OR SPECIFIED BY
                                                                                                                                                                                                                                                                                                                                                                                                                      MANUFACTURER'S INSTRUCTIONS

                                                                                                              5      .823                                                                                                                                                                              12                                                                                                             * CONNECT RAINWATER TANK IN SERIES. PROVIDE
                                                                                                                    all                                                                                                                                                                                  2º
                                                                                                              k to w                                                                                                                                                                                   20 11'20
                                                                                                                                                                                                                                                                                                                                                                                                                      PUMPS TO SUIT. CONNECT MAINS PRESSURE AS TOP
                                                                                                          tbac
                                                                                                        se                                                                                                                                                                                                .33 "                                                                                                       UP TO MANUFACTURER'S RECOMMENDATION. REFER
                                                                                                                     5.500
                                                                                                                                                                                                                                                                                                             5                                                                                                        BLUESCOPE WATER 'THINK TANK' INSTALLATION GUIDE
                                                                                                                                                                                                                                                                                                                                                                                                                      AS A GUIDE.

                                                                                                                                                                                                                                                                                                                                                                                                                      * ALL POWER AND COMMUNICATION SITE SERVICES TO
                                                                                                                                                                                                                                                                                                                                                                                                                      CONNECT TO SYSTEM PROVIDED BY CONTROLLING
                                                                                                                                                            U1       U2                                        U3                                                                                                                                                                                                     AUTHORITY.
                                                                                                 350º4 3




                                                                                                                                                                                                                                                                                                                                   EA
                                                                                                                                                                                                                                                                                                                                        SM
                                                                                                   27.45




                                                                                                                                                                                                                                                                                                                                             EN
                                                                                                                                                                                                                                                                           5.518                                                                  T                                                                   SITE PLAN LEGEND
                                                                                                      2'20"




                                                                                                                                                                                                                                                                                              U4                                                                                                                                               SITE BOUNDARY

                                                                                                                                                                                                                                                                                                                                                                                                                                               DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                  6.803
                                                                                                                            3.949                                                                                                                                          5.079
                                                                                                                            ck                                                                                                                                                                                                          setback to wall
                                                                                                                       setba                                                                                                                                                                                                                                                                                              F.F.L : 11.46 AHD    FLOOR LEVEL
                                                                                                                                    5.627
                                                                                                                                                                                                                                                                                                                                                                                                                              S                SEWER

                                                                                                                                                                                                                                                                                                                                                                                                                              W                WATER
                                                                                                                                                                                                                                                                                              U5                                                                                                                      LP                       LIGHT POLE
                                                                                                                                                                                                                                                      LOT 12



                                                                                                                                                                                               6.152
                                                                                                                                                                                                                                                                                                                                                                                                                      OP                       ORIGINAL PEG
                                                 DAVID




                                                                                                                                                                                                                                                                                                                                                                                                                      TBM                      TEMPORARY BENCH MARK




                                                                                                                                                                                                                                                                                                                                                               182º13'20"
                                                                                                                                                                                                                                                     1201m2                                                                                                                                                           PP                       POWER POLE




                                                                                                                                                                                                                                                                                                                                                                 20.492
                                                                                                                                                                                                                                                                                                                                                                                                                      F                        FIRE HYDRANT
                                                                                                                                                                                                                                                                                                                                                                                                                      A                        AIR VALVE
                                                                                                                                                                                                                                                                                                                                                                                                                      O                        SEWER MANHOLE
                                                       LOW




                                                                                                                                                                                                                                                                                                                                                                                                                      R                        ROOFWATER PIT




                                                                                                                                                                                                                                                                                                                   1.185
                                                                                                                                                                                                                                                                                                                                                                                                                                               POWER BOX
                                                                                                                                                                                                                                                                                                                                                                                                                                               TELSTRA PIT
                                                                                                                                                                                                                                                                                                                                                                                                                                               CROSS-OVER
                                                       WAY




                                                                                                                                                                            U8                                                                                                                U6
                                                                                                                                                                                                                                                                                                                                                                                                                                               FENCE
                                                                                                                                                                                                                                                                                                                                                6.869                                                                 G                        GAS
                                                                                                                                                                                                                                                                                                                                     setback to wall                                                                                           BARRIER KERB LINE
                                                                                                                                                                                                                                                                            6.538
                                                                                                                                                                                                                                                                                                                                                                                                                                               SURVEY CONTROL MARK
                                                                                                                                                                                                                                                                                                                                                       5.430                                                                                   PERMANENT SURVEY MARK
                                                                                                                                              4.596                                                                                                                                                                                             setback
                                                                                                                                    setback to wall
                                                                                                                                                    6.000
                                                                                                                                        setback                             U9                                                                                                                U7
                                                                                                                                                                                                                                                       setback to wall



                                                                                                                                                                                                                                                                                                                                                      5.875
                                                                                                                                                                                                                                                                                                                                        setback to wall
                                                                                                                                            PMT




                                                                                                                                                                                                                                                                                                                                   setback to
                                                                                                      1º42'20"                            EMT B




                                                                                                                                                                                                                                                                                                                                      wall
                                                                                                       6.395
                                                                                                                                                                                                                                                    1.306




                                                                                                                                        SP 194337
                                                                                                                                                                                                                                                                         272º13'20"
                                                                                                                                                                                                                                                                           40.085




                                                                                                                                                                                                                                                                                                                           1.000
                                                                                                                                            4.540       0.439                  11.340                                                                                       6.538                  11.340                                             5.889
                                                                                                                                                                                                                                                                                                                                                                                                                  REAL PROPERTY DESCRIPTION

                                                                                                                                                                                                                                                                                                                                                                                                                  Lot 12 on SP194337
                                                                                                                                                                                                                                                                                                                                                                                                                  Parish of Weyba
                                                                                                                                                                                                                                                                                                                                                                                                                  County of March
                                                                                                                                                                                                                                                                                                                                                                                                                  Area of Land : 1201m2
                                                                                                                                                                                                                                                                                                                                                                                                                  UBD Reference : ....................................
                                                                                                                                                                                                                                                                                                                                                                                                                  Local Authority : ......................................

                                                                                                                                                                 Amendments                                                                                                                                                    Wind Rating                                  Checked By:              Status: PR                                 Date: 20.03.14


                                       PEREGIAN BEACH VILLAS
                                                                                                                                                                 E   17.01.14 Amend GFA                                       CT                                                                                                                                                                     Scale: 1:200              @ A3             Drawn by: CT
                                                                                                                                                                                                                                                 Client Signiture Approval:
                                                                                                                                                                 F   24.01.14 Client request amendment                        CT                 Client Initials:



                                                                                                                                                                                                                                                                                                                                          TBC
                                                                                                                                                                                                                                                                                                                                                                               ALEX CHARLWOOD        Drawing Title:
                                                                                                                                                                 G 07.02.14 Amend site plan & kitchen layout                  CT                 Date:
              226 DAVID LOW WAY, PEREGIAN BEACH, SUNSHINE COAST, QLD,                                                                                            H   10.02.14 Amend site cover calculations                   CT
                                                                                                                                                                                                                                                                                                                                                                                PH: 0410 650 745
                                                                                                                                                                                                                                                                                                                                                                                                                      SITE PLAN
                                                                                                                                                                                                                                                                                                                                                                                BSB No.: 1043429
                                                                                                                                                                 I   25.02.14 Amend design, areas                             CT                 NOTES:                                                                                                                        ABN: 59 980 573 352   Client:                                    Drawing No.:

PR Drawings by HINTON STEEL FRAME QLD PTY LTD.
                                                                                                                                                                 J
                                                                                                                                                                 K
                                                                                                                                                                     03.03.14 Amend design, Balcony
                                                                                                                                                                     20.03.14 Amend design, Areas
                                                                                                                                                                                                                              CT
                                                                                                                                                                                                                              CT
                                                                                                                                                                                                                                                                                                                                                                                                               ECO REMOTE                                      A.01.1        K
ALL PLANS ARE COPYRIGHT AND MAY NOT BE REPRODUCED IN WHOLE OR AND PART WITHOUT WRITTEN PERMISION FROM HINTON STEEL FRAMES

Page 3

  PEREGIAN BEACH VILLAS                                                                                                                           226 DAVID LOW WAY, PEREGIAN BEACH, SUNSHINE COAST, QLD,




           NORTH-EAST VIEW




                                                                            WEST STREET VIEW                                                                                                                 SOUTH STREET VIEW
                                                                                                                            Amendments                                                                    Wind Rating     Checked By:              Status: PR                    Date: 20.03.14


                       PEREGIAN BEACH VILLAS
                                                                                                                            A   06.12.13 Preliminary Client Approval    TB                                                                         Scale: NA              @ A3   Drawn by: CT
                                                                                                                                                                             Client Signiture Approval:
                                                                                                                            C 11.12.13 revised site plan + amendments   CT   Client Initials:



                                                                                                                                                                                                                    TBC
                                                                                                                                                                                                                             ALEX CHARLWOOD        Drawing Title:
                                                                                                                            D   20.12.13 Revised site plan              TB   Date:
226 DAVID LOW WAY, PEREGIAN BEACH, SUNSHINE COAST, QLD,                                                                     E   17.01.14 Amended GFA                    CT
                                                                                                                                                                                                                              PH: 0410 650 745
                                                                                                                                                                                                                                                                    RENDERS
                                                                                                                                                                                                                              BSB No.: 1043429
                                                                                                                            F   04.03.14 Amended Design                 CT   NOTES:                                                                Client:                       Drawing No.:
                                                                                                                                                                                                                             ABN: 59 980 573 352
PR Drawings by HINTON STEEL FRAME QLD PTY LTD.
                                                                                                                            G 20.03.14 Amended Design                   CT
                                                                                                                                                                                                                                                             ECO REMOTE                         A.01.2   G
ALL PLANS ARE COPYRIGHT AND MAY NOT BE REPRODUCED IN WHOLE OR AND PART WITHOUT WRITTEN PERMISION FROM HINTON STEEL FRAMES

Page 4

  PEREGIAN BEACH VILLAS                                                                                                                           226 DAVID LOW WAY, PEREGIAN BEACH, SUNSHINE COAST, QLD,




                                                                          WEST VIEW




                                                                          SOUTH-EAST VIEW

                                                                                                                            Amendments                                                                    Wind Rating     Checked By:              Status: PR                    Date: 20.03.14


                       PEREGIAN BEACH VILLAS
                                                                                                                            A   06.12.13 Preliminary Client Approval    TB                                                                         Scale: NA              @ A3   Drawn by: CT
                                                                                                                                                                             Client Signiture Approval:
                                                                                                                            C 11.12.13 revised site plan + amendments   CT   Client Initials:



                                                                                                                                                                                                                    TBC
                                                                                                                                                                                                                             ALEX CHARLWOOD        Drawing Title:
                                                                                                                            D   20.12.13 Revised site plan              TB   Date:
226 DAVID LOW WAY, PEREGIAN BEACH, SUNSHINE COAST, QLD,                                                                     E   17.01.14 Amended GFA                    CT
                                                                                                                                                                                                                              PH: 0410 650 745
                                                                                                                                                                                                                                                                    RENDERS
                                                                                                                                                                                                                              BSB No.: 1043429
                                                                                                                            F   04.03.14 Amended Design                 CT   NOTES:                                                                Client:                       Drawing No.:
                                                                                                                                                                                                                             ABN: 59 980 573 352
PR Drawings by HINTON STEEL FRAME QLD PTY LTD.
                                                                                                                            G 20.03.14 Amended Design                   CT
                                                                                                                                                                                                                                                             ECO REMOTE                         A.01.3   G
ALL PLANS ARE COPYRIGHT AND MAY NOT BE REPRODUCED IN WHOLE OR AND PART WITHOUT WRITTEN PERMISION FROM HINTON STEEL FRAMES

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