Attachment A Proposal Plans

                                                                                                                                                                                                 NOTE:COUTYARDS TO BE RETAINED AT BOUNDARY                                                                                                                                                                    -
                                                                                                                                                                                                            TO MAXIMISE LEVEL COUTYARD AREA
                                                                                                                                                                                                                                                                                                                                                                                       GENERALLY IN ACCORDANCE
                                                                                                                      266°0'(15.088 M)
                                                                                                                                 10.660 M                                                                                                                                                                                                                                                   MCU18/0006.02




                                                                                                                                                                                                                       3.000 M
                                                                                                              3.000 M
                                                                                                                                                                                  SEWER LINE




                                                                                                               176°0'
                                                        C'YARD
                                                                                                                                                                                                                                                                                                                                                                                           NOOSA COUNCIL
                                                                                                                                                             EMT A




                                                                                                                                              3.228 M
                                                                                                                                                                                                                                                                                                                                                                                           4 OCTOBER 2019




                                                                                                                                                                                                                                     STEEL STRINGERS &




                                                                                                                                                                                                                                                                             TO PATIO
                                                                                                                                                           85°59'55" 10.660 M




                                                                                                                                                                                                                                                                             7.664 M
                                                             1.0
                                                                                                                                                                                                                                                                                                                                                                                                              -




                                                                                                                                                                                                                                      TIMBER TREADS
                                                                               300 CORE FILLED BLOCK WALL
                                                                        00




                                                                                                                                                                                                                                                                   6.754 M
                                                                                   (REFER POOL BUILDER)                                                                                           C'YARD
                                                                          M

                                                                                                                                                                                                                                                                                                    N
                                                        3.344 M                                              4.0 X 3.0                                  4.0 X 3.0                                 3.344 M
          STEEL STRINGERS &




                                                                                                              POOL                                      POOL
           TIMBER TREADS




                                                                                                                  0.500 M   F.FL.L.(POOL)40.0                                                                                                                                           REAL PROPERTY DESCRIPTION
4.2




                                                                          DP                                                                                                                     DP
                                                                                                                                                                                                                                                                                        LOT 497 ON R.P.48112




                                                                                                                                                                    (CONC WITH NON-SLIP TILES)
                                                                                                                                                                                                                                                                                                                                                SITE COVER - 212.298 sq m(39.98%)
 66




                                                                                (CONC WITH NON-SLIP TILES)




                                                                                                                                                                                                                                                             F.FL.L.(PATH)40.55




                                                                                                                                                                            L'SCAPED STEPS
      M




                                                                                                                                                                                                                                                                                        PARISH OF WEYBA
                                                                                        L'SCAPED STEPS




                                                                                                              F.FL.L.(PATIO)40.73                                                                 2.502 M
                                                                                                                                                                                                                                                                                        COUNTY OF MARCH
                                                                                                                                                                                                  TO WALL                                                                                                                                       GROSS FLOOR AREA - 238.852 sq m(44.98%)
                      F.FL.L.(PATH)40.55




                                                   2.501 M                                                                                                                                                                                                                              SITE AREA 531 sq m
                                                   TO WALL
                                                                                                                       F.FL.L. 40.8



                                                                                                                                                                                                         CLOTHESLINE
                                                                                                                                                                                                                                                                                                                                                CARPARKING(COVERED) - 4
                                                          CLOTHESLINE




                                                                                                                                                                                                                                                                                        NOTE:- STORMWATER TO COUNCIL REQUIREMENTS




                                                                                                                                                                                                                                 356°0' (35.204 M)
                                                                                                              1                                               2                                                                                                                         :- BOUNDRY PEGS TO BE SIGHTED IN POSITION
                                                                                                                                                                                                                                                                                        :- 100 DIAM P.V.C STORMWATER PIPE (MIN 1 IN 100 FALL)
                                 356°0' 35.204 M




                                                                        DP                                                                                                                        DP
                                                                                                                                                                                                  BINS
                                                                        BINS




                                                                                                                                                                                                                                                                                        :- MIN 300 GROUND COVER
                                                                                                                                                                                                                                                                                        :- MIN 75 BEDDING SAND COVER

                                                   DP                                                                                                                                                            DP                                                                     :- CUT AND FILL BATTER (UP TO 1M HIGH) 1 IN 2
                                                     GATE                                                                                                                                                    GATE
                                                                                                                                                                                                                                                                                        :- CUT AND FILL BATTER (OVER 1M HIGH) 1 IN 4

                                                                    DP                                                                                                                            DP

                                                                                                                                                                                                                                                                                        SURFACE WATER SPOON DRAIN -
                                                                                                                    F.GR.L. 40.5                                                                                                                                                        WATER DIRECTED TOWARDS
                                                                                                                     F.SL.L. 40.8                                                                                                                                                       STREET CHANNEL
            0.501 M                                                                                                                                                                                     0.502 M
                                                                                DP                                                                                       DP
          TO CARPORT                                                                                                                                                                                  TO CARPORT
                                                                                                                                                                                                                                                                                        POSITION & NUMBER OF DOWNPIPES TO BE DETERMINED
                                                   DP                                                                                                                                                                   DP                                                              ON SITE BY PLUMBER/DRAINER
                                                                                                                                          TO WALL
                                                                                                                                8.000 M




                                                                                                                                                                                                                                                                                                                                                      Proposed Short term Accommodation Unit 1and 2
                                                                                                                                                                                                                                                         1.000 M




                                                                                                                  SL GATE                           SL GATE
                              PEDESTRIAN                                                                                                                                                              PEDESTRIAN
                                 GATE                                                                                                                                                                   GATE
                                                                                                                                                                                                                                                                                                                                                                             AMENDED 02-10-19
                                                                                                                  86°0' 15.088 M
                                                                                                                                                                                                                                                                                                                                                       CLIENT                       SCALE
                                                                                                                  CROSSOVER
                                                                                                                AS PER COUNCIL                                                                                                                                                                                                                                                          1:200
                                                                                                               STANDARD DETAILS
                                                                                                                                                                                                                                                                                                                                                         D & K KNOTT
                                                                                                                                                                                                                                                                                                                                                                                                          SITE PLAN

                                                                                                                                                                                                                                                                                                                                                       PROJECT          SHEET No     DRAWN JSC
                                                                                                                                                                                                                                                                                                                                                                          2 OF 14
                                                                                                                                                                                                                                                                                                                                                            10 HILL ST             WILLIAM H WILSON
                                                                                                                            HILL ST                                                                                                                                                                                                                     SUNSHINE BEACH DATE        & ASSOC
                                                                                                                                                                                                                                                                                                                                                         QLD 4567 (LOT  29-08-18 BUILDING & DESIGN
                                                                                                                    SITE PLAN                                                                                                                                                                                                                                                      CONSULTANTS
                                                                                                                                                                                                                                                                                                                                                        497 ON RP48112) DRAWING No
                                                                                                                                                                                                                                                                                                                                                                                   QBCC LIC(MEDIUM RISE) 56997
                                                                                                                                                                                                                                                                                                                                                                         W14291
                                                                                                                                                                                                                                                                                                                                                                                                        QBCC LIC(LOW RISE)1257478
                                                                                                                                                                                                                                                                                                                                                                 C   COPYRIGHT                          19 KEYES ST LOGANLEA 4131
                                                                                                                                                                                                                                                                                                                                                        THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                                                                                                                                                                                                        WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED   PH:(07) 3200 6836
                                                                                                                                                                                                                                                                                                                                                        FOR THE USE AS DESCRIBED AND MAY NOT BE USED
                                                                                                                                                                                                                                                                                                                                                        OR REPRODUCED IN WHOLE OR IN PART
                                                                                                                                                                                                                                                                                                                                                                                                        FAX:(07) 3388 4075
                                                                                                                                                                                                                                                                                                                                                        WITHOUT WRITTEN PERMISSION                      email:[email protected]