Original source · versioned page text
SUPERSEDED - Compiled Plan - RAL25 0011 (As Published)
Plans and drawings: the text below has words only, no drawings.
0°00'
S
S
17.550 33.874
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S
SW
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LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
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LTD
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SW
Metal
Shed
RPEQ 4928
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OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
THIS DRAWING REMAINS THE PROPERTY OF
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LINDSAY CONSULTING PTY LTD AND IS FOR
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THE SOLE USE OF THE CLIENT. NO PART
NAIL IN KERB
RL 6.38 AHD
BENCHMARK
MAY BE USED IN PART OR WHOLE WITHOUT
SW
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PRIOR EXPRESS WRITTEN CONSENT OF
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LINDSAY CONSULTING PTY LTD
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CLIENT AND PROJECT DESCRIPTION
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EAGLE SURVEYS
SW
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PROPOSED SUBDIVISION
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270°00'
33 CRANK STREET,
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TEWANTIN
7
SW
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90°02'20"
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23.774
23.774
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90°00'
T
101
DRAWING TITLE
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SW
STORMWATER MANAGMENT
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Metal
Shed
PLAN
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SW
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SCALES
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EXISTING IL 4.52 0 5 10 m
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32.858
Metal
Shed
8
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Orig. 1:200
SW
180°00'
Dia 100 outlet pipe with 25 mm
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38.994
restriction pipe (refer tank detail)
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IL upstream 4.80
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10000 lt detention tank,
IL downstream 4.70
SW
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refer detail SURVEY DATUM
9.22
IL 4.80
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Level Datum:
Dia 100 inlet pipe stub
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PSM105341
6
T
for future house IL 5.80
119
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SW
RL8.712m AHD
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F3
8.
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ASSOCIATED CONSULTANTS
68
10
1.5502'
5 °S
SW
3
S
SW
SW
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105°
1. 02'
5
1500 mm MIN
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T
5
3.
215
4
7
exclusion zone from
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07 1
13
existing sewer line
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3.10
5°
198
S S S S S 7
S
S S S S
0
S S S S S S S S S S S S S S S S S S S S S S
T
S S S
1'
S S S S S S S S S S S S S S S S S S S S S
197
165°
44.398 180°00' 00'
W W W W W W W W W W W W W W W W W
NOM SL 6.00
REVISION LIST
A ORIGINAL ISSUE 21/5/25
100 PVC
A ORIGINAL ISSUE 21/5/25
overflow
pipe
Inlet Pipes
IL 5.80
6
10000 lt MIN
detention tank
NOM TANK IL 4.80
Computer File
250314OPW.DWG
NOOSA COUNCIL 25 PVC restricted
APPROVED PLAN WATER DETENTION TANK DETAIL flow pipe
DRAWING NUMBER
25-0314-C3
SHEET
3 B
REV.
RAL25/0011 25 AUG 2025
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