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Architecturals 29.03.23

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                                                                                                                                                                                                                                                                                                                          .0 0
                                                                                                                                                                                                                                                                                                                          49
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TO SCALE ON A2
   SITE NOTES:                                                                                                                BEST PRACTICE PROCEDURES




                                                                                                                                                                                                                                                                                                                                           .2 5
                                                                                                                                                                                    EXACT YARD




                                                                                                                                                                                                                                                                                                                                           49
                                                                                                                              FOR EROSION & SEDIMENT
   1. Should there be any variance in soil conditions to the soil report, consult the engineer.                                                                                     GULLIES
                                                                                                                              CONTROL AS OUTLINED BY
   2. Ground to fall away at a minimum 1:20 for 1000mm, immediately at the dwelling, and                                                                                            LOCATIONS TBC




                                                                                                                                                                                                                                                                                                                                                         0
                                                                                                                              NOOSA SHIRE COUNCIL




                                                                                                                                                                                                                                                                                                                                                       4 9 .5
   directed to a yard gully to prevent ponding and discharged via 90mm seperate PVC line &                                                                                          ON-SITE
                                                                                                                              REGULATIONS TO BE
   to the legal point of discharge to the satisfaction of the relevant authority.                                             ADHERED TO




                                                                                                                                                                                                                                                                                                                                                                          5
   3. All surface vegetation to be removed from the building pad.




                                                                                                                                                                                                                                                                                                                                                                     4 9 .7
   4. Should any tree stumps, rock floaters or similar interfere with the footings, they should
   be removed and footings to be founded on undisturbed foundation material.




                                                                                                                                                                                                                                                                                                                                                                                  0
                                                                                                                                                                                                                                                                                                                                                                                5 0 .0
                    LOT 2 #69 ON RP220324
                   LOT 2 #69 GRADYS LANE,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                "
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         4° 00
   Suburb             KIN KIN,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              '0
                                                                                                                                                                                                                                                                                                                                                                                                 5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       22 35 1
                                                                                                                                                                                                                                                                                                                                                                                               5 0 .2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           57
   Local Authority    NOOSA SHIRE COUNCIL
   Site Area 137950 Site Coverage 2%
                                                                                                                                                                                                                                                                                                                                                                                                                            50
                                      SERVICES                                                                                                                                                               250m2 PROPOSED EFFLUENT                                                                                                                                                                                  50.
   Power                          Location TBC on site                                                                                                                                                     DISPOSAL FIELD AREA - AERATED
   Phone                          Location TBC on site                                                                                                                                                    DRIPPER LINES - REFER ENGINEERS
   Water                          Meter Box Location TBC                                                                                                                                                        DESIGN FOR DETAILS
   Sewerage                       New Treatment Plant TBC
   Stormwater                     Connection Point TBC                                                                                                                                                                                                                                                                                                                                                                                     75
   Road                           N/a                                                                                                                                                                                                                                                                                                                                                                                                50.                                                                                                                                                                                                             EXIST
   Kerb                           N/a                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SHE
   Footpath                       N/a

                                                                                                                                                                                                                                                                                                                                                                  APPROX LOCATION OF BIOCYCLE ON-
                                                                                                                                                                                                                                                                                                                                                                  SITE EFFLUENT DISPOSAL TREATEMENT                                                      0
                                                                                                                                                                                                                                                                                                                                                                                                                                                5 1 .0
                                                                                                                                                                                                                                                                                                                                                                  PLANT TO ENGINEERS DETAILS
                                                                  52.00                                                                                                                                                                                                                                                                                           -LOCATION SUBJECT TO EFFLUENT
                                                                                                                                                                                                                                                                                                                                                                  DISPOSAL REPORT AND SITE SPECIFIC
                                                                                                                                                                                                                                                                                                                                                                  DESIGN-
                                                                   52.25                                                                                                                                                                                                                                                                    STORMWATER
                                                                                                                                                                                                                                                                                                                                            CONNECTION
                                                                                                                                                                                                                                                                                                                                            TBC ON SITE                                                                                                      51.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LOT 2 #69
                                                                   52 .5 0                                                                                                                                                                                                                                                                                                                                                                                         25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  137950m²
                                                                       52 .7 5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RP220324                          N
                                                                                                                                                                                                                                                                                                                                       5
                                                                        53 .0 0                                                                                                                                                                                                                                                      .5
                                                                                                                                                                                                                                                                                                                                   52




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              GRA
                                                                                                                                                                                                                                                                                                       4
                                                                                                                                                                                                                                                                                                     .6
                                                                        53 .2 5                                                                                                                                                                                                                    52




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    177°
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     179 6 ' 0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DYS
                                                                                                                                                                                                                                                                     3
                                                                                                                                                                                                                                                                   .5
                                                                                                                                                                                                                                                                 52




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         11
                                                                                                                                                                                                               5
                                                                                                                                                                                                             .5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          10
                                                                                                                                                                                                                                                                                                                                                      SPOON DRAIN
                                                                          53 .5 0
                                                                                                                                                                                                           52




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             51
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .5 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            13,76 P




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LANE
                                                                                                                                                                                                                                                                                                                                                       DP

                                                                             53 .7 5                                                                                                BOT                                                                                                                                                                                                                                                                                                                                                     to O M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   51
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              14,29all
                                                                                                                                                                                     TOM

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .7 5
                                                                                                                                                                                                                                                          SPOON DRAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               to TBM NAIL 2 IN
                                                                                                                                                                                      OF B


                                                                                 5 4 .0
                                                                                          0                                                                                                                                                                                                                                   DP                                                         TAP    DP                                                                                                                                                       DUMPY                                                RESIDENCE
                                                                                                                                                                                          ANK


                                                                                                                                                                                                                                                                                    DP




                                                                                                                                                                                                                                                                                                                              GHWS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RL 50.918
                                                                                                                                                   177°
                                                                                                                                                    179 6 ' 0"




                                                                                                                                                                                                                                                                                            DP                                                                        5
                          GRA




                                                                                                                                                                                                                                                    DP
                                                                                                                                                                                                                                                                                                                                                                    .5
                                                                                                                                                                                                                                                                                                                                                                  52
                                                                                                                                                        11




                                                                                                                                                                                                                                                                                                                                                                                                        SPOON DRAIN
                                                                                    5 4 .2                                                                                                                                                                                                                 5
                                                                                                                                                         10




                                                                                                                                                                                                                                              GAS
                                                                                               5                                                                                                                                                                                                         .5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    5 2 .0
                                                                                                                                                                                                                                                                                                       52




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             82,852 to
                                                                                                                                                                                                                                                                                                                                     PROPOSED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             82,351 to
                             DYS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                                                     2
                                                                                                                                                                                                                                                                                                                   .6
                                                                                                                                                                                                                                                                                                                 52
                                                                                              5 4 .5
                                                                                                                                                                                                                                                                                                                                     RESIDENCE                                                                                   FUTURE DRIVEWAY BY
                                                                                                                                                                                                                                                                                                                                                                                                                                 OWNER AFTER
                                 LANE




                                                                                                       0                                                                                                                                                                                  PAD RL 52.500                                                                                         DP




                                                                                                                                                                                                                               SPOON DRAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                 HANDOVER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Wall
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       OMP
                                                                                                                                                                                                                                                                                2        -SITE SCRAPE-               Building Site Coverage - 289.5 m2
                                                                                                                                                                                                                                                         DP                   .5
                                                                                                                                                                                                                                                                            52
                                                                                          5 4 .7
                                                                                                   5
                                                                                                                                                                                                                                                          DP                                                                                                                             DP
                                                                                                                                                                                                                                4
                                                                                                                                                                                                                              .6
                                                                                                                                                                                                                            52                                                                                           DP                                        DP
                                        TBM NAIL 2 IN
                                           DUMPY                                                           55
                                                                                                                .0 0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              145 530




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         177°
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           "
                                          RL 55.622                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               93° 3' 50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          10 97 ' 0"
                                                                                                                                                                                                                                                                                                 DRIVEWAY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5 1 .5 0
                                                                                                                                                                                                                                                                                                 MAX SLOPE 1:5      SPOON DRAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                                                                      4
                                                                                                                                                                                                                                              MB                                                                    .5
              SITE PLAN LEGEND                                                                             55
                                                                                                                .2 5                                                                                                                                                            TAPDP
                                                                                                                                                                                                                                                                                                                  52

                                                                                                                                                                                                                                                                                6                                                           DRIVEWAY & ENTRY PATH

                                  YARD GULLY (BY OWNER)
                                                                                                                                                                                                                                                              SPOON DRAIN
                                                                                                                                                                                                                                                                            52
                                                                                                                                                                                                                                                                              .5                                                            (PLAIN CON. BROOM FINISH)
                                                                                                                                                                                                                                                                                                                                            TOTAL AREA - 102.6 m2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Site Plan 1:1000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Scale




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       51.
                                  ROOF WATER DRAINAGE                                                       55
                                                                                                                  .5 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     C:\Olivet Design\1. HOMES IN DESIGN\STROUD HOMES\PROJECTS\2023\MAROOCHYDORE\LOT 2 #69 GRADYS LANE, KIN KIN - 2GRADYS\CADS\LOT 2 #69 GRADYS LANE NEW.pln
                     KA           KERB ADAPTER
                                                                                          55




                    MB            ELECTRICAL METER BOX                                                                                                                                                                                                                                                                                                      ANK
                                                                                              .7 5




                                                                                                                                                                                                                                                                                                                                                   M OF B
                                                                                                                                                                                                                                                                                                                                           BOTTO
                   EHWS           ELECTRIC HOT WATER SERVICE
                                                                                    56
                                                                                          .0 0




                   GHWS           GAS HOT WATER SERVICE

                    A/C           AIR CONDITIONING UNIT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5 1 .0 0
                                  HOSE COCKS
                                                                                                                                                                                             TO
                                                                                                                                                                                                PO




                     W            WATER METER
                                                                                                                                                                                                  FB
                                                                                                                                                                                                     AN
                                                                                                                                                                                                     K




                                  GAS BOTTLES

                     F            FIRE HYRDANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ALL DESIGN CONSTRUCTION &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SPOON DRAIN                                                                                MATERIALS TO BE IN ACCORDANCE WITH:
                                  SLEEPER RETAINING WALL (BY CLIENT)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 THE NATIONAL CONSTRUCTION CODE (NCC); THE BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               850                  1,500
                                                                                                           5 6 .2 5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FGL/ BUILDING            CODE OF AUSTRALIA (BCA); THE QUEENSLAND
                                  EXISTING RETAINING WALL                                                                                                                                                            Site Plan                                                                                                                                                                                                                                                                                                                          PLATFORM                 DEVELOPMENT CODE (QDC);




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      VARIABLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BUILDING REGULATIONS & LOCAL GOVERNMENT PLANS &
                                                                                                                                                                                                                     Scale 1:200                                                                                                                                                                                                                                                                                                                                                 POLICIES
                         00                                                                 SEWER HOUSE
                      0.          EXISTING SPOT LEVEL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CURRENT ISSUES OF AUSTRALIAN STANDARDS
                                                                                             CONNECTION                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CURRENT MANUFACTURERS SPECIFICATIONS &




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       300
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 INSTALLATION DETAILS FOR MATERIALS USED
                     P            POWER BOX                                               LOCATION & HEIGHTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        VARIABLE                                                                    Scale 1:200
                                                                                                 T.B.A                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0       1   2   3   4   5   6     7   8   9 10m

     Copyright No ce: All house plans produced by the builder                                                            Notes:                                                                                                                      Madden Developments Pty Ltd                  Client                                                                      Drawing name:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 REVISION      CONSTRUCTION PLAN SET                                                          Wind class: Flood level:            Scale:
     and the informa on contained within these documents are the exclusive
     property of the builder. These house plans cannot be copied
                                                                                                                               UPGRADE ITEMS SHOWN IN RED                                                                                                ABN: 52 169 872 486
                                                                                                                                                                                                                                                        QBSA Lic No: 1284666
                                                                                                                                                                                                                                                                                                   Katie Baker                                                                Site Plan                                                                                                          CONSTRUCTION PLAN SET 29/03/23                                                               N3 TBC              TBC             1:200        @A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               @A2
     or reproduced, in part or in whole in any form or by any method without                                                Dimensions shall not be obtained by scaling. All                                                                                                                      Project                                                                     Project status:                                                                                                                                                                                                 Soil class:         BAL:
                                                                                                                                                                                                                                                                                                  LOT 2 #69 GRADYS LANE, KIN KIN                                                                                                                                                                                                                                                              TBC                 TBC
                                                                                                                         dimensions are in millimeters unless noted otherwise.                                                               107 Sugar Road Maroochydore QLD 4558,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  N
     the express wri en consent of the builder. The house plans
     provided by the builder are only to be constructed by Stroud Homes.                                                 Setout dimensions shall be verified on site prior to any                                                                      Phone: 07 5444 2521
                                                                                                                                                                                                                                                                                                                                                                              CONSTRUCTION                                                                                                                                                                                                                                              A0.2
                                                                                                                         work being carried out. Any problems shall be directed                                                               Email: [email protected]
                                                                                                                                                                                                                                                                                                  QLD 4571                                                                    Design: MONTEGO 287                                     Proj. No. 2GRADYS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Plot date:
GSPublisherVersion 0.75.100.100
                                                                                                                               to the builder for clarification & correction                                                                                                                                                                                                                                                                                                                                                                                                                  29/03/2023
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