Original source · versioned page text
OPW21.0133 - Att 1 Canal Bed Survey
Attached to the e-mail Response to Council’s Information Request OPW21/0133.
Scale 1:200 - Lengths are in Metres LINETYPE LEGEND
BANK BOTTOM
BANK TOP
2 0 2 4 6 8 10 12 14 16 18 20 22 BATTER
CROWN
GUTTER
GRAVEL
MAX WATTERSON
+ASSOCIATES
BITUMEN
KERB
CONCRETE
ELECTRICAL
WATER CONSULTING SURVEYORS
'
°17 1
DAM/POOL
SEWER & PLANNERS
1
6 .51 DRAINAGE
TREELINE
169 160 25 12 Maple Street
RA
GARDEN
TELSTRA PO Box 639
BUILDING
N21858 N21859 PAVING Cooroy Qld 4563
RETAINING WALL Ph. (07) 54426121
15 .116
20
WALL
VE
GUARDRAIL Fax. (07) 54425125
1°1
FENCE Email. [email protected]
BDY
7'
MAJOR CONTOUR
NW
MINOR CONTOUR
Client: RG STRATEGIC
OO
159
D
612m² Project:
10°27'
11.666
PLAN SHOWING
CANAL BED
DETAILS
ADJACENT TO
DR
306°07'
6 JETTY AT LOTS 158
1.45 .73 '
30 1°17
36
22
IVE
& 159 ON N21859.
1.
1.
Wa
ter 1 24
23
li ne
1.
5. 7°1
a t8
83
:45
31
92 5'
am
0.
23
on
1.
08
3
/10
46
/21
94
0.
37
0.
23
1.
0.
46
08
0.
1.
22
73
0.
0.
46
0
33 .014
bound e of side
0.
13
LOCAL GOVT: NOOSA S.C.
21
1.
4
15 .388
0.
0°0
27
86
0.
LOCALITY: NOOSA HEADS
1°1
4
.2
ary
-0
7
0'
lin
.2
-0
14
7
158
7'
gation
39
.3
1.
-0
1.
81
0.
.35 Plan 1 of 1
L2 Scale: 1:200
Prolon
F
ty F
Jet
46
1
5
622m² Date: 08-10-2021
.9
.8
0.
5
-0
Datum: A.H.D
.1
3
-0
.4
-0
-0
0.51 in
25
side li PM 49981
1.
0
-1 ne
.6
Origin:
-0
RL 2.206
St
99
Ref:
0.
ep
s
46
Cont.Int: 0.5m
4
0.
toon
21-5381AB
09
.0
-1
1.
13 1°33
1
33
Pon
9
3
.9
.1
.02 '
-0
-0
85
6
0.
NOTE:
.3
W
-1
ate
2
46
0.17 o
0.
rlin
ver lin This plan has been prepared for building
ea
e
t8
5 approval purposes only.
:45
1
- 1.
am
8
.1
on
-0
08
263°17'
/10
2
.5
/21
-1
0.
26 33.981
32
L
.
-1
NA 0 Prolongation line
of side
2.545 insi
3
boundary
.0
4.535 insi
-0
CA -0
.6
2
157
-1
N21859
de line
de line
4
.6
-1
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