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Amended Plans (17.01.20)

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                                                                                                                                                                                                                                                                                                                                 PROPERTY DESCRIPTION:
SITE NOTES:
Meter box location
to be verified by builder on site.                                                                                                                                                                                                                                                                                               Lot 114 on RP132135
                                                                                            SC point                                                                                                                                                                    Note: Driveway profile
UNDERGROUND SERVICES                                                                        RL 37.57
                                                                                                                                                                                                   Garage wall                                                          as per Standard                                          Local Govt: Noosa Shire Council




                                                                                                                        S




                                                                                                                                                                                                                                                        717 OMP
                                                                                                                                                                                                   to be FRL 60/60/60                                                                                                            County of March




                                                                                                                                                                  884 OMP
                                                                                            I.L 1100mm                                                                                                                                                                  Drawing RS-050




                                                                                                                                                     1514 Wall




                                                                                                                                                                                     2524 Wall
Contact should be made to the relevant                                                      RL 36.47
authority for detailed location of all                                                                                                  24.14m                                                                 132 30'
                                                                                                                                                                                                                     MB                                                                                                          Parish of Weyba




                                                                                                                                                                                                                     1887
underground services prior to any demolition,




                                                                                            1600




                                                                                                                                                                                                                              OMP
excavation or construction on this site.
                                                                                                                  120
                                                                                                                     01
                                                                                                                                                                                                                                                                        5165            Proposed                                 5 Ventura St Sunrise Beach Qld
PROPERTY BOUNDARIES                                                                                                    402                   House walls                                                                                                                 OMP            driveway- Exposed
                                                                                           OM
                                                                                             P 92
                                                                                                                                                                                                                                                                                        Aggregate - to 50m2                      AREA: 705.62 m2
Verify all bearing and dimensions on site prior                                                                  5
to any construction.                                                                                                                                                                                                                                                    6164
                                                                                                                                                                                                               PROPOSED                                                                                                          SITE COVER: 277.59m2 - 39.34%




                                                                                                     HW sline
                                                                                                                                                                    Solar                                                                                               Wall




                                                                                                ''
                                                                                            3'40
SITE PREPARATION




                                                                                                                                                                                                                                                                                       LB   218 00'
                                                                                                                                                                                                               DWELLING 1




                                                                                                         he
                                                                                                                                                                    Panels




                                                                                                                                                                                                                                                                                                                    VENTUR
                                                                                                     Clot
                                                         All adjoining external




                                                                                        61 4
SITE PREPARATION - CLEAR VEGETATION FOLLOWED                                                                                                                                                                   PAD HEIGHT
BY EXCAVATION OF TOP SOIL AND MATERIAL TO SUIT           walls to comply with
                                                                                           172                                                                                                                 RL 37.5




                                                                                                                                                                                                                                         1138 Fascias
                                                         NCC Vol 2 2019




                                                                                                                                     563 Fascias
FINAL DESIGN LEVELS.                                                                          7                                                                                                                                                                            4 x 3m
CUT AND FILL BATTENS NOT TO EXCEED A MAXIMUM                                                                                                                                                                                                                                                   25m2 tiling
                                                         Part 3.7.2 - Fire               Wa
                                                                                           ll
                                                                                                                                                                                                                                                                           Pool
SLOPE AS PER BCA TABLE 3.1.1.1 FOR THE SITE                                                                                                                                                                                                                                                    around pool
SPECIFIC SOIL.
                                                         separation of                                                                                                                                                                                                                         including coping
                                                         external walls and




                                                                                                       HW
SURFACE WATER                                            Part 3.7.2.4 - Construction     327




                                                                                                                                                                                                                                                                                                                          A ST
                                                         of external walls and              4
DIRECT ALL SURFACE WATER AWAY FROM                                                      OMP
ADJOINING BUILDINGS AND NEW BUILDING.                    min FRL 60/60/60.                                                                                                                                                                                                 5409




                                                                                                      MBClothesline
GROUND SURFACE TO BE SLOPED MIN 1:20                     Roofing, fascia, gutter &                                                                                                                                                                                             OMP
AWAY FROM BUILDINGS FOR 900mm MIN AND                    eaves lining to be of
TO A POINT THAT AVOIDS PONDING NEAR
                                                                                                                                                                             PROPOSED                                                                                     6402 Wall
                                                         non combustible                                                                                                     DWELLING 2




                                                                                                                                                                                                                                                                                                  19.215m
BUILDING.
                                                         materials.
STORMWATER                                                                                                                                                                   PAD HEIGHT
                                                                                                                                                                             RL 37.40
ROOF WATER TO STREET KERB OR                                                                                                                                                                                                                                      Pool by
                                                                            94m




                                                                                                                                                                                                                                                                  owner
TO COUNCIL APPROVED SYSTEM.                                                                                                                                                                                                                                                                                                                         H

                                                                                                                           Wall
                                                                                                                                                                                                                                                                                                                                               RT
                                                                        23.4




ALL DOWNPIPES TO BE 90mm DIAMETER                                                                                                 Proposed                       OS
                                                                                                                                                                                                                                                                                                                                              O
                                                                                           5764




                                                                                                                                                                                                                                                                                                 2.989m
                                                                                                                      6808




                                                                                                                                                                                                                                                                                                      2'
TO STORMWATER PIPES IN ACCORDANCE                                                                                                 driveway -
                                                                                                     OMP
                                                                                                                                                                                                                                                                                                                                          N




                                                                                                                                                                                                                                                                                                 234 0
WITH A.S. 3500.3 & TO DISPURSE 125m2 MAX




                                                                                                                                                                      6018
                                                                                                                                  Exposed




                                                                                                                                                                             Wall
ROOF AREA                                                                                                                         Aggregate-




                                                                                                                                                                                                       4651
                                                                                                                                                                                                              Wall
                                                                                                                                                                                                                                                                                                            T




                                                                                                                                                                                                                                                                        3834
                                                                                                                                                                                    3720
                                                                                                                                                                                                 OMP




                                                                                                                                                                                                                                           4984
                                                                                                                                  to 70m2




                                                                                                                                                                                                                                                                  OMP
                                                                         9.053




                                                                                                                                                                                                                                    Wa
PLUMBING                                                                      m




                                                                                                                                                                                                                                                                                       6 9m
                                                                                  WM




                                                                                                                                                                                                                                     ll




                                                                                                                                                                                                                                                                                           '
                                                                                                                                                                                                                                                                                     26 .98
                                                                                                                                                                                                                                                                                         07
PLUMBING LAYOUT DIAGRAMMATICAL                                                            326 4                                                     LB
                                                                                               3'30''




                                                                                                                                                                                                                                                                                       2
ONLY. LICENCED PLUMBER TO CONFIRM                                   T             W                                                                19.063m                                                                                                                    9m
ALL PLUMBING AND VENTING ON SITE.                                                                                                                                                                                           314 14'30''                                 2 .9 8 2 '
                                                                                                                                                                                                                                                                               1
                                                                                                                                                                                                                                                                         298
PLUMBER & DRAINER INSTALLATION TO COMPLY                            PP       Note: Driveway profile                                                               W                                                                                W                                     PP                                      LEGEND
WITH THE STANDARD PLUMBING & DRAINAGE                                        as per Standard                                                                                                                                                                                                                    W
REGULATION 2003.                                                             Drawing RS-050
                                                                                                                                                                                                                                                                                                                                      - PEG
SEWERAGE
                                                                                                                                                                                                                                                                                                                                 HW   - HOT WATER
SEWERAGE TO DISCHARGE TO SEWER MAIN                                                                                                                                                                                                                                                                                                   - METER BOX
                                                                                                                                                                                                                                                                                                                                 MB
OR ON SITE TREATMENT (TO ENGINEERS DESIGN)
AND TO COUNCIL REQUIREMENTS.
                                                                                                                                                                            MARGIT CRES                                                                                                                                          W    - WATER MAIN
                                                                                                                                                                                                                                                                                                                                 WM   - WATER METER
                                                                                                                                                                             SITE PLAN                                                                                                                                           S
                                                                                                                                                                                                                                                                                                                                 PP
                                                                                                                                                                                                                                                                                                                                      - SEWER LINE
                                                                                                                                                                                                                                                                                                                                      - OVERHEAD POWER POLE
SOIL CLASS: 'P' SITE                                                                                                                                                         SCALE 1:200                                                                                                                                         LB   - LETTER BOX
WIND CLASS: N3                                                                                                                                                                                                                                                                                                                   SC   - SEWER CONNECTION POINT
                                                                                                                                                                                                                                                                                                                                 T    - TELSTRA
                                                                                                                                                                                                                                                                                                                                 OS   - OUTDOOR SHOWER

FOR CONSTRUCTION
                                                          No.              Description                                        Date                 Tracy Dowden - Building Designer                                                 Client:                         Richard & Jodie Thomas
                                                           15    Prelim WD's Rev 1                                          28/10/19                                                                                                                                                                            Site Plan




                                                                                                                                                                                                                                                                                                                                                                             9/01/2020 3:39:06 PM
                                                           16    Prelim WD's Rev 2                                           6/11/19                                  QBCC: 1009413                                                 Description Proposed duplex
                                                           17    For Construction WD's                                      11/11/19                                                                                                                                                                            Project number             5VEN
                                                           18
                                                           19
                                                                 For Construction WD's Rev 1
                                                                 For Construction WD's Rev 2
                                                                                                                            12/12/19
                                                                                                                            16/12/19
                                                                                                                                                                                                                                    Site Address: 5 Ventura St
                                                                                                                                                                                                                                                                                Sunrise Beach Qld
                                                                                                                                                                                                                                                                                                                Date                      22/4/19           A101
                                                                                                                                                                                                                                                                                                                Drawn by                      T.D
                                                           20    For Construction WD's Rev 3                                19/12/19
                                      QBCC Lic 1184982     21    For Construction WD's Rev 4                                  9/1/20                                                                                                                                                                            Checked by                    T.D   Scale          1 : 200

                                                                                       THIS DESIGN REMAINS THE COPYRIGHT OF THE DESIGNER.
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