497HIS2 · MCU18/0006.02

                                                                                                                                                                                                  NOTE:COUTYARDS TO BE RETAINED AT BOUNDARY
                                                                                                                                                                                                             TO MAXIMISE LEVEL COUTYARD AREA
                                                                                                                       266°0'(15.088 M)
                                                                                                                                  10.660 M




                                                                                                                                                                                                                        3.000 M
                                                                                                               3.000 M
                                                                                                                                                                                   SEWER LINE




                                                                                                                176°0'
                                                         C'YARD                                                                                               EMT A




                                                                                                                                               3.228 M




                                                                                                                                                                                                                                      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




                                                                                                                                                                                                                                                          1.000 M




                                                                                                                   SL GATE                           SL GATE
                              PEDESTRIAN                                                                                                                                                               PEDESTRIAN
                                 GATE                                                                                                                                                                    GATE
                                                                                                                                                                                                                                                                                                                                                                              AMENDED 05-09-19
                                                                                                                   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]