18 Yatama Drv - WD 15.04.21 (1)- Shed Plotted

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             MIN. 5000L RAINWATER TANK TO RECEIVE RAINFALL FROM A MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             100 m2 OF ROOF OR HALF THE PROPOSED ROOF AREA WHICH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EVER IS THE LESSER. TANK CONNECTED FOR EXTERNAL & INTERNAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             USE FOR TOILET CISTERNS, WASHING MACHINE & COLD WATER TAPS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             (QDC PART 4.2 WATER SAVINGS TARGET)


   SITE NOTES:                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OWNER RESPONSIBILITY NOTES:
   -POSITION OF DWELLING TO BE CONFIRMED BY                                                                                                                                                                                                            COV G
   CLIENT PRIOR TO ANY SITE WORKS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 -IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE ALL WEATHER ACCESS TO BUILDING SITE
   -ALL STORM WATER, DOWN PIPES, RAIN WATER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       -IT IS THE RESPONSIBILITY OF THE OWNER TO UNDERTAKE TREE REMOVAL, INCLUDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                50.856
   TANKS & SITE DRAINAGE TO BE SIZED & LOCATED                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OBTAINING ASSOCIATED PERMITS, AND TO PROVIDE A SITE CLEAR OF ANY VEGETATION
   BY THE HYDRAULIC CONSULTANT/PLUMBER IN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         OR DEBRIS TO SATISFACTION OF BUILDER PRIOR TO COMMENCEMENT OF SITE WORKS
   ACCORDANCE WITH NCC VOL 2 3.1.3.5 & 3.5.2 AND                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  -IT IS THE RESPONSIBILITY OF THE OWNER TO UNDERTAKE REMOVAL OF ANY SITE SPOIL/STOCK
   QDC MP4.2/LOCAL PLANNING SCHEME HOUSE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PILES TO THE SATISFACTION OF THE BUILDER PRIOR TO COMMENCEMENT
   CODE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           OF BUILDING WORKS OR A VARIATION WILL BE INCURRED FOR ASSOCIATED COSTS
   -BUILDER TO ENSURE THAT ACTUAL SEWER LINE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      - ANY WALLS CONSTRUCTED ON THE BOUNDARY, WILL REQUIRE THE CLIENT/S
   AND MANHOLE POSITIONS MATCH THOSE AS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TO REMOVE THE BOUNDARY FENCE PRIOR TO CONSTRUCTION
   SHOWN -BASED ON LOCAL AUTHORITY
   DOCUMENTS. ANY DISCREPANCIES MUST BE
   BROUGHT TO THE ATTENTION OF BUILDER AND                                      ?No Mk
                                                                               Searched
   RESOLVED PRIOR TO COMMENCEMENT OF
   CONSTRUCTION




                                                                                      6.34
   -BUILDER TO DETERMINE APPROPRIATE
   PLATFORMING METHOD ON SITE PRIOR TO
                                                                                                                                                                                                                                                                         181°12'
   COMMENCEMENT OF ANY WORKS. FINISHED                                             ?No Mk                                                                                                                                                                                106.51
   FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL                                   Searched
   AS PER LOCAL AUTHORITIES REQUIREMENTS & TO                                                                                                                                                                                                                                                                                                                                                                                                                                                                           COV G


   COMPLY WITH NCC VOL 2 3.1.2.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            No Mk
   -THE FINISHED SURFACE IMMEDIATELY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Searched




                                                                                             14.85
   SURROUNDING THE BUILDINGS TO COMPLY WITH




                                                                                                                                                                                         .33
                                                                                                                                                                                         14




                                                                                                                                                                                                                                             .18
   NCC VOL2, 3.1.3.




                                                                                                                                                                                                                                           14




                                                                                                                                                                                                                                                                                                                .05
                                                                                                                                                                                                                                                                                                                14
   -SURFACE DRAINAGE IS TO DISCHARGE EVENLY                                                                                                                                                                                                                                                                                                                                                       5




                                                                                                                                                                                                                                                                                                                                                           .86
   WITHIN THE SITE AND WITHOUT NUISANCE TO




                                                                                                                                                                                                                                                                                                                                                       13
   ADJOINING PROPERTIES.
                                                                                        ?No Mk




                                                                                                                                                                                                                                                                                                                                                                                                 .80
                                                                                                                                                                                                                                                                                                                                                                             25,366




                                                                                                                                                                                                                                                                                                                                                                                             13
   -ALL SUB-FLOOR AREAS MUST BE GRADED TO
   AVOID THE PONDING OF WATER.                                                         Searched
                                                                                                                                                                                                                            approx. location of 60000L water tank




                                                                                                                                                                                                                                                                                                                                                                                                                         13
   -CUT AND FILL BATTERS NOT TO EXCEED A




                                                                                                                                                                                                                                                                                                                                                                                                                         .75
                                                                                                                                                                                                                          including 5000L available for fire purpose


   MAXIMUM SLOPE AS PER NCC TABLE 3.1.1.1 FOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                   .69
                                                                                                                                                                                                                                                                                                                                                                                                                                               13
   THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO NCC




                                                                                                                                                                                  .57
                                                                                                                                                                               14
   CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Site Plan




                                                                                                                                                                                                                                                                                                                                                                            .03
   SLOPING SITES.




                                                                                                                                                                                                                                                                                                                                                                            14
                                                                                                                                                                                                                                                                                                                                                 fill batter
   -1000 MAXIMUM HIGH TIMBER RETAINING WALLS                                                                                                                                                  7
   WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO
   STORMWATER LINE) AND GRANULAR BACKFILL
   BEHIND, TO BE WHOLLY CONTAINED WITHIN THE




                                                                                                                                                                                               .69
                                                                                                                                                                            y




                                                                                                                  251°5
                                                                                                                                                          TBM 1 Nail in Dump




                                                                                                                                                                                              14
                                                                                                                                                          AHD RL / m 14.827                                                                                                                                                                                                           328.0 m2                                                                                          29,218
   SITE ONLY IF INDICATED ON THE PLANS.
                                                                                                         (158.3
                                                                                                                                                                                                                                                                                                                                                                                        FILL




                                                                                                                                                                             .24
                                                                                                                                                                                 18.00




                                                                                                                                                                             15




                                                                                                                                                                                                                                                                                                          .48
   -THE HEIGHT OF FENCES, INCLUDING THE HEIGHT




                                                                                                                                                                                                                                                                                                      14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         14
                                                                                                                                     m                                                                                                                                                                                                                                                                                                                                        .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                             10.07
   OF RETAINING WALLS ARE NOT TO EXCEED 2.0m

                                                                                                                    4'35"
                                                                                                                                                                                                                                                                                                                                                                                                                              hatched area denoted fill
                                                                                                                                                                                                   7,500
   ABOVE FINISHED GROUND LEVEL, ONLY IF
                                                                                                           17)




                                                                                                                                                                                          12.00 m
   INDICATED ON THE PLANS AND TO LOCAL
   AUTHORITY APPROVAL.                                                                                                                            SHED     Existing                                                                                                                                  Proposed Dwelling




                                                                                                                                                                                                                  hws
                                                                                                                                                            Shed
                                                                                                                                                                         ]
                                                                                                                                                    [with Existing Power                                                                                                                              Pad Level - 14.50
   ALL PROPOSED FINISHED FLOOR LEVELS TO BE                                                                                                                                                                                                                                                             FFL - 14.80                                                                                                                                                                                                                                             Existing
   CHECKED AND VERIFIED
                                                                                                             EMT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Weatherboard
                                                                                                                                                      23,113                                                                                                                                                                                                                                                                                             14
                                                                                                                                                                                                                                                                                                                                                                                                                                                              .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   5
   ON SITE TO COMPLY WITH MINIMUM BUILDING




                                                                                                                                                                                                                                                                                                                                                                                                 .83
                                                                                                                                                                                                                                                                                                                                                      .58
                                                                                                                                                                                 17.89
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               & GI House




                                                                                                                                                                                                                                                                                                                                                                                             14
                                                                                                                                                                                                                                                                                                                                                      14
                                                                                                                                                                             .13
   REQUIREMENTS, FLOOD LEVELS                                                                                                               m




                                                                                                                                                                            15
                                                                                                                                     7.46

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Well Away




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .28
                                                                                                                                                                                                                               .98
   AND LOCAL COUNCIL REGULATIONS, PRIOR TO                                                                                                          8.00 m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             14
                                                                                                                                                                                              4




                                                                                                                                                                                                                          14




                                                                                                                                                                                                                                                                                                                                                                                                       m/b
                                                                                                                                                              Water Tank
                                                                                                                 H




   CONSTRUCTION
                                                                                                                                                                                                                                      cut batter
   SEWERAGE TO LOCAL COUNCIL DESIGN ROOF




                                                                                                                                                                                                                                                      .92
                                                                                                                                                                                                                                                    14
                                                                                                                                                                              15.2
                                                                                                                                                                                     4
   WATER TO DISCHARGE INTO RAINWATER TANK AND
   OVERFLOW INTO EXISTING COUNCIL SYSTEM                                                                                                                         15.2
                                                                                                                                                                        3




                                                                                                                                                                                                                                                                                                                                                       .79
                                                                                                                                                                                                                                                                                                                                                      14
   NOTE: BUILT-TO-BOUNDARY ALLOTMENTS ONLY -                                                                                                                                                                            15.1




                                                                                                                                                                                                                                                                                                     .93
                                                                                                                                                                                                                               3




                                                                                                                                                                                                                                                                                                     14
   SURVEYOR SETOUT REQUIRED, AND CERTIFICATE
                                                                                                                    251°5




   TO BE SUBMITTED TO BUILDING CERTIFIER PRIOR
                                                                                                           (159.2




                                                                                                                                                                                                           15.2
                                                                                                                                                                                                                  0
   TO FINAL APPROVAL. ENSURE NO ENCROACHMENT                                                                                                                                                                                                                                                                                                                                                                                                                                           14.5
   OVER BOUNDARY, INCLUDING GUTTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0
                                                                                                                     4'35"




                                                                                                                                                                                                                                                                                                                                                             y
                                                                                                                                                                                                                                                                                                                                           TBM 2 Nail in Dump
                                                                                                                                                                                                                                                                         Gra
                                                                                                                                                                                                                                                                             vel                                                                                                                                                               3
                                                                                                             85)




                                                                                                                                                                                                                                                                                 D   rive                                                  AHD RL / m 15.15
   NOTE: ALL WINDOWS AND GATES OPENING INTO                                                                                                                                                                                                                   15.1
                                                                                                                                                                                                                                                                                            wa
                                                                                                                                                                                                                                                                                                 y




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .58
                                                                                                                                                                                                                                                                     9




                                                                                                                                                                                                                                                                                                                                                                                                                                                               14
                                                                                                                                                                                                                                                                                                                                                                    .90
   POOL ENCLOSURE TO COMPLY WITH POOL SAFETY




                                                                                                                                                                                                                                                                                                                                                                  14




                                                                                                                                                                                                                                                                                                                                                                                                             .76
                                                                                                                                                                                                                          Yatama Place




                                                                                                                                                                                                                                                                                                                                                                                                             14
                                                                                                                                                                                                                                                                                                                                                                                                                  14
   REQUIREMENTS (ALL LOUVRES MAX, 100mm




                                                                                                                                                                                                                                                                                                                                                                                                                   .75
   BLADES) POOL FENCING TO SPECIALIST                                                                                                                                                                                                                                                                                 15.1                                       15.0
                                                                                                                                                                                                                                                                                                                             4                                          0
   CONTRACTORS SPECIFICATIONS - PLANS SHOWN




                                                                                                                                                                                                                                                                                                                                                                                                                                 46,966
   INDICATIVE ONLY.




                                                                                                                                                                                                                                                                                                                                             43,078
   ALL EXISTING SEWERS AND EASEMENTS ON SITE
   SHOULD BE LOCATED PRIOR TO CONSTRUCTION

   NOTE: ORIGINAL DETAIL LAND SURVEY
   UNDERTAKEN BY: AXIS SURVEYORS




                                                                                                                                                                                                                                                                                                                                                                                                                                                   15
                                                                                                                                                                                                                                                                                                                                                                                                                                                     .0 4
                                                                                                                                                                                                                                                                                                                                                                                                                                     G
                                                                                                                                                                                                                                                                                                                                                                                                                                      ra
                                                                                                                                                                                                                                                                                                                                                                                                                                            ve
                                                                                                                                                                                                                                                                                                                                                                                                                                15




                                                                                                                                                                                                                                                                                                                                                                                                                                               l
                                                                                                                                                                                                                                                                                                                                                                                                                                     .1 2




                                                                                                                                                                                                                                                                                                                                                                                                                                              D
   SITE AREA SCHEDULE:




                                                                                                                                                                                                                                                                                                                                                                                                                                               ri v
                                                                                                                                                                                                                                                                                                                                                                                                                                                   ew
                                                                                                                                                                                                                                                                                                                                                                                                                                                         ay
   SITE AREA:   14669m2
                                                                                                                                                                                                                                                                                                                                                                                                      170°40'20"                                                        Gate
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Peg
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Found




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  15.
                                                                                                                                                                                                                                   170°50'10"




                                                                                                                                                                                                                                                                                                                                                                                                                                                         15
   SITE COVER: GROUND 651.4m2 (4.5%)
                                                                                                                                                                                                                                                                                                                                                                                                                  48.927




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   20
                                                                                                                                                                                                                                                                                                                                                                                                                                                              .2 2
                                                                                                                                                                                                                                                                                                                                        Peg
                                                                                                                                                                                                                                                                                                                                   .5 8




                                                                                                                                                                                                                                                                                                                                       Found
                                                                                                                                                                                                                                                                                                                                  15




                                                                                                                                             Peg 5.061        Peg                                                                     (39.6)                                                                                     Telstra




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        15.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         15.25
   COUNCIL:     NOOSA COUNCIL                                                                                                               Found            Found                                                                                                                                                                                                                    Power Pol9e




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1
                                                                                                                                                                                                                                                                                                                                                                                             .5 1
                                                                                                                                                                                                                                                                                                                                                                                      # 142872




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             15.29
                                                                                                                                                                                                                                                                                                                                                                                           15




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               15.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   32
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
                                                                                                                                                                                                                                                            PAGE: SHEET SIZE: REV DRN CHK DETAILS                                                                                                                                                                                                                                                                               DATE:
                                                                                                                                                   CLIENT:                                                                                                                                       PROJECT ADDRESS:                                                                     PROPOSED NEW RESIDENCE                                                                                                   3        A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          I/WE HAVE CHECKED THE PLANS AND AGREE THAT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          THEY ACCURATELY DEPICT THE HOUSE FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         MM MM CONCEPT DRAWINGS FOR PRICING    25.01.21
                                                               CUSTOM                                                                              Steven Turvey                                                                                                                                                                                                                                                                                                                                        JOB NUMBER:                      MM MM CONSTURCTION SET INC. AMENDS    26.03.21
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CONSTRUCTION.

                                                                                                                                                                                                                                                                                                 6 & SP253957                                                                                                                                                                                           Job Number                                                                        JOB SPECIFICATION BY BUILDER TAKES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PRECEDENCE OVER THESE PLANS.
         GJ NOOSA PTY LTD                                                                                                                          DRAWING TITLE:                                                                                                                                18 Yatama Plc,                                                                                                                                                                                         SALESPERSON:

               QLD                                                                                       QLD                                                                                                                                                                                     Cooroibah                                                                                                                                                                                              Chris Mcneil                                                                      OWNER SIGNED: ............................... DATE: ..........
                                                           © COPYRIGHT EXCLUSIVE                                                                                                                                                                                                                                                                                                                                                                                                                        DATE:                                                                             OWNER SIGNED: ............................... DATE: ..........
           QBCC 1303975                                    TO G.J.GARDNER HOMES                      QBCC 1257143                                 Site Plan                                                                                                                                                                                                                                                                                                                                             26.03.21                                                                          BUILDER SIGNED: .............................            DATE: ..........