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Architectural Plans 07.12.21

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Plans and drawings

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   SITE NOTES:                                                                                                              BEST PRACTICE PROCEDURES                                                                                                                                                                                                    LOT 6 #39 ON RP50033
                                                                                                                            FOR EROSION & SEDIMENT                                                                                                                                                                                                    LOT 6 #39 GILSONS ROAD,
   1. Should there be any variance in soil conditions to the soil report, consult the engineer.
                                                                                                                            CONTROL AS OUTLINED BY                                                                                                                                                                                     Suburb             COOTHARABA,
   2. Ground to fall away at a minimum 1:20 for 1000mm, immediately at the dwelling, and
                                                                                                                            NOOSA SHIRE COUNCIL                                                                                                                                                                                        Local Authority    NOOSA SHIRE COUNCIL
   directed to a yard gully to prevent ponding and discharged via 90mm seperate PVC line &
   to the legal point of discharge to the satisfaction of the relevant authority.
                                                                                                                            REGULATIONS TO BE                                                                                            GILSONS ROAD                                                                                  Site Area 20060 Site Coverage -Not known
                                                                                                                            ADHERED TO
   3. All surface vegetation to be removed from the building pad.                                                                                                                                                                  11
   4. Should any tree stumps, rock floaters or similar interfere with the footings, they should                                                                                                                                  130 180                              19 543                                                                                              SERVICES
                                                                                                                                                                                                                                    ° 8'
                                                                                                                                                          65 000                                                                         40"                                  5"                                                       Power                          Tbc
                                                                                                                                                                                                                                                                    103° 34' 4
   be removed and footings to be founded on undisturbed foundation material.
                                                                                                                                                                  5"
   5. - Rainfall intensity of 250mm / hr with ARI in 20 years (Brisbane) as per Part 3.5.2. of the
                                                                                                                                                        103° 35' 4                                                                                                                                                                     Phone                          Tbc
   N.C.C., the roof are per downpipe is calculated using the stramit Qld. Quad eaves gutter                                                                                                                                                                                                                                            Water                          Tbc
   with an effective cross-sectional area of 8100sq.mm. achieving a max. actual roof area per                                                                                                                                                                                                                                          Sewerage                       Tbc
   downpipe of 40m². Which gives a max. plan area of 49.8m² @ 5°, 49.2² @ 10°, 48.3m² @
                                                                                                                                                                                                                                                                                                                                       Stormwater                     Conncetion At Rear Tbc
   15°, 47.0m² @ 20°,45.3m² @ 25° & using 100 X 75mm downpipes.
   - As per Part 3.1.2. of the N.C.C. in accordance with AS / NZ 3500.3.2, UPVC stormwater                                                                                                                                                                                                                                             Road                           Type Unk
   pipelines having a smooth (Non-profiled) internal bore with a fall of 1:100min. & a nominal                                                                                                                                                                                                                                         Kerb                           Unk
   diameter of 100mm achieves a hydraulic capacity of 8L/s, giving a max. actual roof area of                                                                                                                                                                                                                                          Footpath                       Unk
   114.7m² or a max. plan area of 110.2m² @ 5°, 105.2m² @ 10°, 101.0m² @ 15°, 97.2m² @
   20°, 93.2m² @ 25° per stormwater pipe.                                                                                                                                                                                                                       LOT 6 #39                                                              SPOON DRAIN
              SITE PLAN LEGEND                                                                                                                                                                                                                                  20060m²
                                                                                                                                                                                                                                                                                                                                                                                                         FGL/




                                                                                                                                                                                                                                                                                                                                        VARIABLE
                                                                                                                                                                                                                                                                RP50033
                                                                                                                                                                                                                                                                                                                                                                                             850
                                                                                                                                                                                                                                                                                                                                                                                                         BUILDING
                                  YARD GULLY (BY OWNER)                                                                                                                                                                                                                                                                                                                                                  PLATFORM




                                                                                                                                                                                                                                                                                                                                                                           300
                                                                                                                                                                                                       EXISTING                                         21.50
                                  ROOF WATER DRAINAGE
                                                                                                                                                                                                       HIGHSET                                  5                                                                                                               VARIABLE
                                                                                                                                                                                                        HOUSE                            2 1 .2
                                                                                                                                                                                                                                             21.0 0

                                                                                                                                                                                                                                                                                                                                N
                      KA          KERB ADAPTER                                                                                                                                                                                             2 0 .7 5
                                                                                                                                                                                                                VERANDAH                 2 0 .5 0
                    MB            ELECTRICAL METER BOX                                                                                                                                                      FLOOR LEVEL         WATER
                                                                                                                                                                                                              RL 22.27          TANK      20.25

                   EHWS           ELECTRIC HOT WATER SERVICE                                                                                                                                                           20.00               TBM 1 NAIL IN
                                                                                                                                                                                                                     19.75                    DUMPY
                                                                                                                                                                                                                                             RL 19.945                                               GARDEN
                   GHWS           GAS HOT WATER SERVICE                                                                                                                                                             19.50
                                                                                                                                                                                                                                                                                                      BED
                                                                                                                                                                                                                 19.25
                    A/C           AIR CONDITIONING UNIT
                                                                                                                                                                                                                 1 9 .0 0               18.75




                                                                                                                                                                                                                                                  O
                                                                                                                                                                                                           GARDEN              GARDEN       18.50




                                                                                                                                                                                                                                                      48 to
                                                                                                                                                                                                                                                       PM
                                  HOSE COCKS




                                                                                                                                                                                                                                                        ,4 O
                                                                                                                                                                                                            BED                 BED         18.25




                                                                                                                                                                                                                                                          23 M
                                                                                                                                                                                                                                                                               GARDEN
                     W                                                                                                                                                                                                                                                          BED
                                  WATER METER




                                                                                                                                                                                                                                                                P
                                                                                                                                                                                    18 .0 0
                                  GAS BOTTLES
                                                                                                                                                                               17 .7 5
                                                                                                                                                                               17 .5 0
                     F            FIRE HYRDANT                                                                                                                                  17 .2 5
                                                                                                                                                                                                                                                             GARDEN                                                           ier
                                                                                                                                                                                 17 .0 0
                                                                                                                                                                                                                                                                                                                      3 5 to P MP
                                                                                                                                                                                                                                                              BED                                                    0        O
                                  SLEEPER RETAINING WALL (BY CLIENT)                                                                                                               16 .7 5                                                                                                                        15, 56 to
                                                                                                                                                                                   16 .5 0                                                                                                                         14,4
                                  EXISTING RETAINING WALL                                                                                                                           16 .2 5                                                                                                     DP
                                                                                                                                                                                    16 .0 0
                         00
                      0.          EXISTING SPOT LEVEL                                                                                                                             15 .7 5                                                                                                                    TAP
                                                                                                                                                                                  15 .5 0                                                                                                             CUT
                                                                                                                                                                                                                                                                                                                                                      TBM 3 NAIL IN
                                                                                                                                                                                                                                                                                                      FILL
                     P            POWER BOX                                                                                                                                       15 .2 5                                                                                                                                                                DUMPY
                                                                                                                                                                                   15 .0 0                                                                                                 TAP                                                          RL 14.899
                                                                                                                                                                                  14 .7 5                                                                                                   DP HWS GAS       DP
                                                                                                                                                                                 14 .5 0
                                                                                                                                                                                14 .2 5            EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                     D:\Olivet Design\1. HOMES IN DESIGN\STROUD HOMES\PROJECTS\2021\LOT 6 #39 GILSONS ROAD, COOTHARABA - 6GIL\CADS\LOT 6 #39 GILSONS ROAD.pln
                                                                                                                                                                                                                                                                                                                                                   179
                                                                                                                                                                                14 .0 0




                                                                                                                                                                                                                                                                                                                                                   191 45' 0"
                                                                                                                                                                                                    SHED
                                                                                                                                                                                 13 .7 5                                                                                     PROPOSED




                                                                                                                                                                                                                                                                                                                                                      °
                                                                                                                                                                                                                                                                                                                                                        388
                                                                                                                                                                                   13 .5 0                                                                                                                           STORMWATER CONNECTION
                                                                                                                                                         TBM 2 NAIL IN
                                                                                                                                                                                    1 3 .2 5                                                                                 RESIDENCE                               TBC ON SITE
                                                                                                                                                            DUMPY                   1 3 .0 0                                                                                  FFL RL 15.560
                                                                                                                                                           RL 13.403                    12.75                                                                                 PAD RL 15.250
                                                                                                                                             209 5 0"
                                                                                                                                             6° 30
                                                                                                                                                  53
                                                                                                                                                  '




                                                                                                           Site Plan                                                                                                                                                                                                                    Scale 1:200
                                                                                                           Scale 1:500                                                                                                                                                                                                                                      0     1    2   3     4       5     6    7   8    9 10m

  Copyright Notice: All house plans produced by the builder/designer Notes:                                                                                                                                                                                                                     N
                                                                                                                                                                                                       Client                                         Drawing name:                                                                                                        Wind class: Flood level:     Scale:
                                                                                                                                                                   Madden Developments Pty Ltd                                                                                                        REVISION         CONSTRUCTION PLAN SET
  and the information contained within these documents are the exclusive
  property of the builder/designer. These house plans cannot be copied
                                                                                UPGRADE ITEMS SHOWN IN RED                                                             ABN: 52 169 872 486
                                                                                                                                                                      QBSA Lic No: 1284666
                                                                                                                                                                                                       Joel McInnes                                   Site Plan                                       CONSTRUCTION PLAN SET 07/12/21                                       N3 TBC            TBC        1:500@A3
                                                                             Dimensions shall not be obtained by scaling. All                                                                          Project                                        Project status:                                                                                                      Soil class:       BAL:
  or reproduced, in part or in whole in any form or by any method without
  the express written consent of the builder/designer. The house plans dimensions are in millimeters unless noted otherwise.                                                                           LOT 6 #39 GILSONS ROAD,                        CONSTRUTION                                                                                                          TBC               TBC
                                                                          Setout dimensions shall be verified on site prior to any
  provided by the builder/designer are provided to the customer with a work
                                                                                                                                                               107 Sugar Road Maroochydore QLD 4558,
                                                                                                                                                                         Phone: 07 5444 2521           COOTHARABA, QLD 4565                                                                                                                                                Plot date:                       A0.2
  limited license to construct one home only.
                                                                               being carried out. Any problems shall be directed                                Email: [email protected]                                                     Design: MINI TEGO 78     Proj. No. 6GIL
                                                                                to the builder for clarification & correction                                                                                                                                                                                                                                              7/12/2021
GSPublisherVersion 0.76.100.100
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