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11C Church St Issue 31 30-09-2022

of 12

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

 

 

STORMWATER GRATE
STORMWATER MANHOLE

‘SEWER MANHOLE,

z©OD

ELECTRICITY JUNCTION BOX
TELSTRA PIT

WATER METER

HYDRANT

STOP VALVE

POWER POLE

LIGHT POLE
BENCH MARK

© @xeg

 

 

 

10

RP71186

31

RP862439

Denotes Defined Flood Event RL91.35 at east boundary

Denotes northern extent of Riparian Buffer (vide Noosa Plan 2020)

Denotes the 10m settback from the stream centreline.

9

RP71186

8 7

RP71186 RP71186

6

RP71186

 

a" 80°59'35" 9"
| 700.56 NB ae
\s .

ra

oe NG

? 6
Sa?
e—3

SP301620 ,~,

1} vec L
g y3 ne
Qi “NEY &

EmtA
P301620

 

 

 

RP71186

 

 

7
RYH &

Oi 19147 A — —
9

RP71186

Scale 1:600 - Lengths are in Metres

1

RP71186

 

 

S52 ww

 

STREET

CHURCH

 

LINETYPE LEGEND
BANK BOTTOM
BANK TOP
BATTER

‘cROWN

GUTTER
GRAVEL
BITUMEN

KERB
‘CONCRETE
ELECTRICAL
WATER
DAWPOOL
SEWER
DRAINAGE
TREELINE
GARDEN
TELSTRA
BUILDING
PAVING
RETAINING WALL,
WALL
GUARDRAIL
FENCE

og

MAJOR CONTOUR
MINOR CONTOUR.

 

 

 

 

 

MAX WATTERSON
+ ASSOCIATES

CONSULTING SURVEYORS
& PLANNERS

12 Maple Street

Client:

ALBA PROJECTS
PTY LTD.

Project:

PLAN SHOWING
DETAILS OF LOT 4
ON SP301620.

 

PO Box 639
Cooroy Qld 4563

Ph. (07) 54426121
Fax. (07) 54425125
Email. [email protected]

 

 

LOCAL GOVT: NOOSA S.C.

LOCALITY: POMONA

 

Plan 1 of 1

Date: 9-11-21

 

Scale: 1:600

Datum: AHD

PM75787
RL 101.825

Cont.Int: 0.5m

Origin:

 

 

Ref:
11-3216AQ1

 

NOTE:

This plan has been prepared for building
design purposes only.

Underground services not located except
where evident on surface.

The plan has been prepared based upon a
survey undertaken August 2017.

Revision 17/02/22 - 10m setback from stream
and the Riparian Buffer added.

 

 
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