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Judgment - PECA 24.25 - 19.06.2026
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Original PDF page 49, section 3. The text section number identifies this passage in the reader.
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E
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dTU
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dS
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PROPOSED
dD
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6
LEGEND:
dWM
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LANDSCAPING
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dTU
E
dD
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dD
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PP
0.50 / / / / / / / / / / / / / / / / /
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Stay Pole
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1.50
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2.00
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RAMP PROPOSED MAJOR CONTOURS
7.8m
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dS
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dD
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dTU
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6.2
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PROPOSED MINOR CONTOURS
dWM
dE
dD
0
dTU
1.00
dD
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2.0
dE
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m
dE /
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PROPOSED BUILDING
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dE
2.5
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EXISTING POWER POLE STAY TO
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dE
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dE /
dS
dD
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BE RELOCATED
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PROPOSED RETAINING WALL
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dE
dTU
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THOMAS ST
1.50
dD
dD
dWM
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PROPOSED STORMWATER
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dTU
S
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AY PROPOSED VEHICLE CROSSOVER
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4 B .6m
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TO BE CONSTRUCTED IN
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SUB
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2
dS
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dD
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@ ACCORDANCE WITH IPWEAQ
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STATION
2.00 /
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dTU
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STAIRS STANDARD DRAWING RS-051 PROPOSED CONCRETE PATH / SLAB
dD
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dD
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AY
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dWM
dTU
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1 B .5m
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3 /
PROPOSED KERB AND CHANNEL PROPOSED CONCRETE DRIVEWAY
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@
/ dD
dS
dD
TYPE B1 AS PER NOOSA SHIRE
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STANDARD DRAWING RS-080
dD
dD
PROPOSED LANDSCAPING / TURF
dD
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m
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2.6
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dTU
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@
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1.dWM
YS
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PROPOSED BIORETENTION BASIN
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PROPOSED RAMP AND FOOTPATH A
9B
66
dD
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CROSSING AS PER NOOSA SHIRE / / / / / / / / / / / See the original
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