Council archive · source document
Updated Stormwater Layout Plan · 132007.1841.7
Attached to the e-mail Further response to information request - 132007.1841.7.
Plans and drawings: the text below has words only, no drawings.
IL:2.23
93
4.34
1.
IL:2
4.34
ater pit
Stormw 90
ncrete lid 1.
.4 8
solid co
IL:2.11
access
Approximate Alignment only unable to
m on e
s
fro ent at
re ly
rd
Plotted from records 1 X 450RCP
ot ign ro 5
m
1 X 375RCP IL:2.45 53.876
co
Pl Al pp 2.7
IL:2.48
te m xi
COMMON PROPERTY (ROAD)
3.80
A
3.81 1 X 450RCP IL:2.10
d
IL:2.09
2.04 Grated box
Stormwater chamber sealed .05
IL:2
3.728
2.03 chamber
opens out
w in 3.68
- Scre into gully
IL:2.06
hmark
4.26
Benc
4.26
rete
Conc
IL:1.6
8
5.105
83
RL: 3.7
22 E
.77
29
5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
SP MT
IL:-0
2
.9
IL:-0.83
E
-0
IL:0.91 IL:
IL:-0.90
1 X 600RCP
IL:0.37 Approximate Alignment only
Plotted from records
IL:-0.80
EMT BC
SP222982
ll
Monitoring we
3.90 ater pit
Stormw
ncrete lid
4.20
3.99 solid co
4.20
access
unable to
Aba depth
size
ndon
&
ed s nknown
12.689
ly
ewe
Alignment on
u
records
r fro
SP222982
1
m re
29.94
EMT BC
Plotted from
4.15
43
cord
SP2306
Approximate
s
²
1,585m
5RCP
in
3
1 X 37
IL:2.4
Benchmark - Screw
Concrete
8.738
6
RL: 4.1
IL:2.47
54.35 5
CP
82
4.08
00R
SP2229
4.08
1X3
EXISTING SERVICES
Client Design
WG ARCHITECTS AS
NOT FOR CONSTRUCTION
Drawn JDV
Project Job Number Drawing Number
ACTROL NOOSAVILLE Date AUG 2017
Title
STP17-0504 C301
PAVEMENT & STORMWATER LAYOUT PLAN Checked KEM
Rev Description By Appd Date Certified KEM Certified Rev
RPEQ No. 03321 B
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