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Survey
Attached to the e-mail MCU16/0066 & OPW16/0133 Plan of Development, Noise report & survey (4 of 4).
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Holts Road
lve
12 12 12 12 123 124.00 124.5 0
r Va
12 .50
11
12
12
11
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1. 1. 2. 2. 0
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00 50
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00
ig n TPIT
50
00
50
00
Retain ing Wall
22°0 8'
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2.3 48
11121211099..00 125.00
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123.00 124.00
123.50 n
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50 125.5 0
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12
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2
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119°56'05" Sig
12
3. 122°10'50"
123.5 0
0
83.683 120°48'20"
.00
0 75.04
28.239
Temp Fence
125
125.54
210°48'40"
123.70
1 24
125.57 125.50
27.134
n FH
Sig
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125.66 125.65
SP197517
Telecommunications Line 125.55
it
12
Bitumen Carpark
123.74 cP SV
4.
Sewer Line 123.72
3 E le
00
123.71
6
125.37
Dirt Mound
W ater Line
125.0 0
125.42 it
Fenceline SP197517 cP
123.57 E le
124.0
125.22
124.00
123.67 125.09
n
Electricity Sig
125.28 100mm Dia
Pit
0
pipe c 123.50
Gas Line 123.47 125.00 E le
123.68 124.76 124.18
0
123.80 it
5.0
Steps
123.59 cP
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123.0 0
Edge of Bitumen 124.67
12
123.71 Office
0
125.16
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124.50
123.41 Tank
Tree line
1
12 4
Fence
124.57
125.00
122.50
Underground Electricity
124.50
UG 124.36
123.47
202°08'
86.32
124.49
Te m p
12 4.00
202°30'
o u rt
124.50
SP235189
37.233
SW Stormwater
0
EMT F
124.5
124.40
Gravel Road
OH Overhead Powerline SP197517
123.50
124.86 124.24
AV 124.37
Air Valve
125.00
ces
123.24 123.55 Lend Lease Offi
C
123.43
124.5 0
BM 124.07
Bench Mark Office
124.20
CP 123.53 124.61 12 2
Control Point
r
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123.00
124.26
Dirt Mound
Gravel Road
123.43
o
31°39'30"
122.884
ELP
125.00
Elect. Light Pole 123.42
Bitumen
l
124.00
EMH Bitumen Carpark
y
Electricity Manhole 12 3
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1 21 Light
124.0
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a
PP Power Pole 124.31
8
"
Light 12 124.28 124.110
'2 5
123.51
T
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3. 4.0
0
EPL Electricity Pillar 50 12
20
op 123.97
14
k Sh EMT A
2°
EPIT W or 123.64
24
12
12
SP197517 TPIT
Electricity Pit 123.35 123.42 123.50 1 .0
3.5
0 0
44.3 12 122.0
0
FH Fire Hydrant 123.44123.45 124.00 a ll
0
121.0 .55 0 dia
SW MH
GRATE EMT B Re1ta2in
ing
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312 02.W
50 0
'10" SW
124.00
Stormwater Grate 123.39 SP197517 123. 00 46.768 291°20
202°30'
H
14.787
M
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GATE er Grate
Gate Light ew 300°48'40"
SP237587
122
123.40 S
S Sign EMT H
7
Concrete Road
SP197517
12
GAS 123.14 45 .092 89
0.5
123.03
GAS Gas Infrastructure 09
45.898 19 HD
0
0
29 4°52 '35"
3 .0
M A
125.00
SMH 123.45 PS 2
M- .40
12
Sewer Manhole 300°48'40" e Road TB 12 0 H
123.62 EMT C Concr et SM
0
123.47 123.41 EMT I Grate R L
0
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SV Scower Valve
2 .0
y
h Ba SP197517
12 1
SP197517 00
W as 123.0 1. Grate
12
123.48 03 k 0 12
SWMH
123.55 103.9 Ta
n
t
Light it
Stormwater Manhole
12
TP
i
it TP
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Full text of the other 1 section
Section 2
1'05"
2.5
5 0 TP
285°
120.50
T H
Tree rM SV
.00 we
d ia
0
TE 123 Se H FH
5
ad
0
el Ro SM x
3.
Telstra Pit
80
Grav Bo
12
0.
123.64 c
E le
SW
TPL H
Telstra Pillar SM
WM EMT D Underground services have been located from visible surface
W ater Meter 0 8 16 24 32 40 80
SP197517 features only . A Dial Before You Dig search should be performed EMT E
WV W ater Valve before the commencement of any excavation work.
A3 1:800 SP197517
PROJECT CLIENT
C Hassel
Contour & Detail Survey of
MURRAY & Lot 1 on SP 235189
Datum
PSM 190989
RL 120.402
Form 6 Dated 18/04/16
Scale
Drawn
A3 1:800
HS
F.W.
F.Bk
HS&HHS
__
Date
19/04/2016
ASSOCIATES & Lot 3 on SP197517
Holts Road, Cooroy
Notes 0.5 metre Contour Interval Level Bk
Acc. Bk
File
54663 Hassel
SURVEYORS & TOWN PLANNERS ACN 075 543 154 Local Authority: Noosa Shire Job & Plan No.
Murray Building,15-17 Currie St. Nambour Ph.(07)5441 2188 P.O. Box 246
Branch Offices at Caboolture Chinchilla Roma Gympie & Emerald
Licensed
Surveyor
I K Smith 54663