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Plans
Attached to the e-mail Operational Works Application OPW19/0046 - 1/100 Rene St, Noosaville.
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\
\
\
Approxi
imate Alignment onty!
records
Plotted from
0
ees ie
Q |
\
\
S \
&
0 /
X 375Rcp
4.26
Wee
4.26 —_
W077 s _——_$
+
—_—— Ww
474°41'10"
Stormwater pit
solid concrete lid
unable to access ,
2
SP230643
11
SP230643
43.88
43.65
‘Stormwater pit
solid concrete lid
_, unable to access
ry
+3.92
1
SP230643
+3.85
1,585m?
43.77 H
Adjoining si
ig 9 site
ee ‘ary access +
Construction
vechiles
3.99
43.32
SCALE 1:200 when plotted at A3 size
Rev Amendment Date
[Service Above Ground | Invert Levels] DBYD records
Services Measured
ewer Yes es
eee = Yes”
er es.
5 N Teck Yes a io,
f-OmmMs. es vO
Ye
SP222982 i Service Locatar— | Vacuum pothating
ewer lo lo
© lo lo
we Vater io o
es lect, lo lo
ert Fomms. lo
43.34 Loe A = °
SF Field Shot Taken Here
X300RCp SO 7
\ IL:2.23 o 4
. SF < be 7 Field Shot
j B ~~ y Taken Here
/ vy Tavement
A? Typical Box Kerb Typical Traffic
+ oe Here Island Kerb
& — TOG=Top of Gutter
RR=Roof Ridge
as Typical
ee | Mountable Kerb
[Benchmark - Screw in | Legend
| j Sears __d ope out Electricity Box Bl
_— 8 “oy Elect. Light Pole @
“ © oe Electricity Pit —
es, ov | Electricity Pole ®
paces \
7 + Cg Y Fire Hydrant e
y e Gas 3
Stookpless leah ay z Gully Pit (Backstone)
|=
N45
3.78 Te
+3.90 if\t
341
Construction - commercial building
\l
29, Alignment only
Approximate Alig
jd from records
Plotted from
SP222982
Gully Pit (Centre of Grate)
Inspection Opening
Post
Sewerage MH
Stormwater MH
Telstra Pit
Tree
Valve
Water Meter
Comms Pit
Edge of Concrete —————_______
Top of Bank
Bottom of Bank
Gas
Electrical
Sewerage
Water
Edge Of Bit.
Stormwater
Comms
Overhead Wires
Fence
Crown of Road
Coding for Trees
GM =Gum Tree
LE= Leopard Tree
IB =Ironbark
J =Jacaranda
M =Mango Tree
CA =Camphor Laurel
OR =Ornamental Tree
E
6
o
>
a
3
e
&
°
6
z
8
a
a
s
3
3
«
5 »
3
ge
el
23
33
Type of Tree
Dia. of Trunk 0.2m
H
Gi
GM-0203085
Tree Legend
UTR =Unknown Tree
Inment only PO=Poinciana Tree
records
a
= dts
Brisbane
PO Box 3128 West End QLD 4101
Ph: 07 3118 0600
[email protected]
urban planning, surveying
& development
Mackay
PO Box 11711, Mackay Caneland QLD 4740
Ph: 1300 278 783
[email protected]
Dimensions and position of subject lot
must be verified by an Identification Survey
prior to design or construction
Real Property Description
Client WG Architects
Lot 1 on SP230643
Notes: The underground services have been compiled from a combination of field surveys, service locator and "Dial Before You Dig” records as per table above.
Invert levels and pipe sizes of hydraulics have been determined by field survey wherever possible. Whilst all care is taken to obtain accurate measurements,
it should be noted that OH&S restricts entry to confined spaces. Where pipe details have been obtained from council records, the plan has been noted accordingly.
The accuracy of service alignments shown on this plan may vary depending on the source of the data. Pot holing should always be undertaken to verify the exact
position prior to construction. Whilst all care has been taken to represent the location of all underground services, further services may exist.
Title boundaries were not marked at the time of survey and have been determined from the original survey plan dimensions only. For accurate locations of boundaries,
an Identification survey is recommended. These contours and levels do not represent the natural ground levels as defined by Cityplan 2014.
ite Block 24-06-10
Locality: Noosaville
Datum for Levels PM100227 RL:14.229 AHD
Detail and Level Survey
Lot 1, 100 Rene Street, Noosaville
F Book L Book
PNE170330 =
Magnet File
Drawn
PMcK
Seale
1:200
Date
16/8/2017
Surveyor
PMcK
Project No.
BNE170330
Drawing No.
$9553-A3
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