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Plans

Attached to the e-mail Operational Works Application OPW19/0046 - 1/100 Rene St, Noosaville.

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Plans and drawings

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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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