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Appendix B - Proposal Plans
Plans and drawings
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Log in to see the plans as drawnDocuSign Envelope ID: 8A0645C1-F680-4647-864F-E4DB4DE8BC51
.68
TBM LEGEND
15
Valve
Peg Light Pole
Storm Water
180.
15.62m AHD M/H
15.75 Sign Post
.78
Sewer M/H
15
Power Pole
Water Meter
979
.47
gully pit
14
14
Comms Pit E Elect Line
.50
S Sewer Line
Elect Box SW Drainage Line
OMP
G Gas Line
D
Roof Outlet W Water Line
Fire Hydrant Retaining Wall
concrete
Survey Stn building
FILL Survey Stn top/bottom bank
LOT 6 RP204676
TO C
fence
.02
15 CUT EARTHWORKS
15.86 approx/FFL__________
GL__________ 16.16 approx
.62
O Equal Cut & Fill
14
15
SPECIAL BOUNDARY NOTE O Unequal Cut & Fill
.94
ORN
.75
24500 LITRE WATERTANKS
This plan is a detail survey only and is not intended O Side Scrape & Compact to provide level building pad
15
to show accurate location of property boundaries. NOTES:
Property Boundaries shown are deed dimensions * When preparing plumbing and drainage plan, position
.94
and are positioned by best fit to existing fences or
15
1m3 RUBBLE PIT pipes under floor slab to allow for shortest possible run.
pegs found on site. This survey does not gaurantee
ER
the location of structures relative to boundaries * All dimensions, boundary and setbacks to be verified
shown. An Identificaiton survey is required to on site.
.06
.92
147.78
determine accurate dimensions and location of
16
0
14
P 16.0
Owners Peg boundaries
CLIENT: ___________________________________
ROOFWATER
O To Street Channel or Gully
CLIENT _________________________________
6 SETO
O To Connection Point
.05
16
O To Dispersion Pads CLIENT _________________________________
5500 LITRE WATERTANK
08-May-21
TBM O To Rubble Pits (Min 6m from house & DATE ___________________________________
Approx Edge of Clearing
Peg 1.5m from Bdy)
16.12m AHD BUILDER _________________________
O To Water Tanks
48.430 SETOUT 04-May-21
FILL
OPEN
CAR SPACE
CUT
DATE ____________________________
UT
75
9 5 O MP PATH OR PAD AGAINST
51 . 6 PERIMETER OF HOUSE TO
BE 90mm MINIMUM BELOW
TOP OF EXPOSED EDGE
GARAGE
DOOR
NOT TO BE MODIFIED WITHOUT WRITTEN
CONCRETE OR WEEP HOLES AUTHORITY
WHEN APPLICABLE 90mm
PATH
STEP BATTER ANGLES
15.00
27.985 SETOUT
47.801 OMP RETAINING WALLS
Driveway
Batter angles are to comply with local government
requirements and are to conform as follows:
.22
Retaining Wall/s by Owner
16
CLAY BASED SOILS -
.01
Batter Earthworks to Suit O 1 Vertical to 1 Horizontal
15
Wall/s Max. Height (mm) Timber Block Cut Fill
.76
SANDY SOILS -
15
O 1 Verical to 2 Horizontal
15.00
WEATHER ROCK -
SLOPE 1: 60
DRIVEWAY
O 1 Vertical to 1.5 Horizontal
.13
58
16
NOTE MASSIVE ROCK -
.5 No work to commence on site or at the builders O Almost Vertical
53.110 SETOUT 71 discretion until retaining walls are complete.
SERVICES NOTE
OM NOTE Services shown hereon have been located where
.16
Underground service locations are approximate only possible by field survey. If not able to be located,
16
.46
P and should be verified by local authority prior to services have been plotted from the records of the
15
construction. relevant authorities where available. Prior to any
SURVEY BUILDING LOCATION NOTE excavation or construction on the site, the relevant
NOTE authority should be contacted for possible location
.19
cess
At time of setout additional survey work will be Natural surface levels supplied may differ from of further underground services.
15
15
15.00
required to enable the building to be set out councils definition of natural surface levels. Please
ay Ac
.96
.2
FLOOD LEVELS
14
15
to the dimensions shown on site plans contact us if further clarification is necessary.
5
aring
16.00
.16
15.75
.69
Cle
.5
The cost to perform this additional building Spencer Surveys have not performed a flood level
Drivew
16
e of
15
0
Edg control survey is $1800+gst NOTE search on this property. If required please contact
rox
App Sewer Information not provided by Dixon Homes this office for further information.
SERVICES
Sewerage ? Scale 1:200 - Lengths are in Metres. CLIENT:
Stormwater yes Dixon Detail Survey S P E N C E R
Water ? NOTES: Description
2 0 2 4 6 8 10 12 14 16 18 20 ALL FEATURES AND SERVICES VISIBLE AT TIME OF SURVEY HAVE
s u r v e y s
Electricity overhead
BEEN LOCATED BY FIELD MEASUREMENT. WHERE SERVICES HAVE Lot 6 RP204676
Telephone underground Datum for Levels ..... AHD
A = Apex LeveL BEEN PLOTTED FROM DIMENSIONS TAKEN FROM SERVICE
1179 Louis Bazzo Drive Cootharaba
Gas no PROVIDERS RECORDS A NOTATION HAS BEEN MADE ON FACE OF 1300 185 040
Road bitumen R = Roof/Eave Level Levelled from GNSS.....RL AHD PLAN. WHERE ANY CONSTRUCTION WORK IS TO OCCUR NEAR
[email protected]
SERVICES EXACT LOCATIONS NEED TO BE DETERMINED TO
Kerb no
Footpath no
ENSURE APPROPRIATE CLEARANCES ARE ACHIEVED PRIOR TO
EXCAVATION/ CONSTRUCTION. THIS NOTE FORMS AN INTEGRAL
Noosa Shire PO BOX 519 CANNON HILL Q 4170
Flood Affected check council PART OF THIS PLAN. 4.009ha COMP.FILE 153577dt ISSUE:
Soil sandy clay A Original 25/02/21 SEE AUTOCAD LAYER HGT-OFF FOR LEVELS THAT ARE NOT SHOWN F.B. A
Grass yes Coverage 0% Surveyor: JPE Drawn: JPE Scale in Metres. Date Ref.
ISSUE: DESCRIPTION DATE SIGNED ISSUE: DESCRIPTION DATE SIGNED
Datum: AHD Checked: MBS 200 at A3 25/02/21 154109
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