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PA3660-Coastal Hazard Assessment - 4 arakoon
sewer manhole
S
timber
stormwater manhole
building
T1
786
thick vegetation RP48111
deck
I 10° 30 041m
' 135''
pressure sewer site bo
nt
undary
unitywater records T7
I 7.
I 40.234
T6
ce
m appr
ox I 10
undary
T5 0° 30'
135''
res
approx
site bo
nc
k oo
proposed concrete
driveway
784 proposes two
ara
approx I 6° I 8.067m
51' 135''
RP48111 storey building
T1 T2
604m2
ary
135''
site bound
0° 30'
T4
ox I 19
power pole
m appr
thick vegetation
15.088
E2
I
T3
undary
existing concrete
driveway
site bo
site bo
undary
I 39.721
E1
m appr
ox I 10
784 0° 30'
135''
site boundary I 15.5
block retaning wall
RP48111 T3 T4 shrub between
570m2 T4 and T5
thick vegetation
70m approx I 356°
pressure sewer
135''
unitywater records
0° 30'
ox I 19
08' 135''
m appr
ar
ak
15.088
oo
nc
I
undary
re
sc
site bo
en
site bo
T2
t
undary
783 I 35.858
m appr
ox I 28
0° 30'
RP48111 135''
deck multi storey
building
T7 T6 T5 T1 E1 T5 T6 T7
E2
DRAWN REV DATE ISSUE PROJECT CLIENT DRAWING NAME PHASE DWG NO REV PROJECT NO 0428
aca A 11/03/2024 client review 4-6 Arakoon Crescent northern house SD N100.05 A SCALE As indicated
Sunshine Beach QLD 4567
A3
site photos - trees 01
schematic design 1:1 @
Do not scale from drawings. Dimensions are to be checked on site prior to commencement of work. Discrepancies to be brought to the attention of the author. Any dimensions not nominated must be referred to the Architect for confirmation. The concepts and information contained in this document are the copyright of Architect. Use or copying of the document in whole or in part without the written permission of the Architect constitutes an infringement of copyright.
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