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Appendix A - Proposal Plans
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Plans and drawings
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7
11
110.23 116.70 117.95 .7
0
8
8
.1
9.07 11
.0
118.88 118.98
9
113.64 top of bank 11 118.98
9
11
11
116.89
112.42 118.61 118.81
110.55 117.25 118.60
111.89 118.71
stake
116.30 118.85 118.68
118.43
stake
113.08
1
118.73
8
118.06
8
4
115.07
.6
.5
118.33
.5
.6
117.50
8
8
118.55
8
8
118.32
11
11
116.66 117.15
11
115.55
11
botto 118.53
116.01 m of
bank
110.79 115.83 stock pile 118.59
E
118.51 118.48 118.43
110.15 114.05 115.77 118.48
117.21
C
111.23 112.16 113.44 116.66
118.57 118.54
116.29 118.26
110.07 118.36
115.14 116.51
A
111.81 117.70 117.98 118.38
115.78
118.15
116.07
stake
116.83 118.43
L
118.51
stake
112.92 118.41 118.35
118.33 118.62 118.61
'10"
115.67 117.34
115.56 118.57
11.161
O BI N P
110.74 116.44
30°16
118.35
116.74 118.35 118.32
117.29 118.24
115.25
111 . 50
114 . 50
115 . 00
17 1
113.48
.
110.43 111.11 112.16
00
111.62 112.79 114.02 117.53 118.09 118.56 118.58 118.56 118.52 118.33 118.25
110.15 118.33 118.41
115.31
115.68 146.031 116.86
312°42'25" 117.03
R
[OCR of page images]
, 119.55 119.79
SOFTWARE TOTALSTATION
012345 10 20 PA oss
SCALE 1:200 HASS SURVEY
Philip Hass, Registered Surveying Associate
241 Gumboil Road
114.04g1 UNDERGROUND SERVICES DISCLAIMER Lake MacDonald,
Uno
there Obvious ot time oF survey Some COOROY, 4563.
services that were not obvious and are not Phone 5442 6065
hi thi iL till b tt, It i :
the responslbllity of any person excavating / Mobile 0421 039204
building, on or adjacent to the site to EMAIL
confirm with the relevant authority the
U ti iF i! : :
* The author of this plan accepts no [email protected]
/ - / responsibility ‘Tis oe to services shown or SHEET No TOTALNo of SHEETS
Pr d footprint of dam
oposed footprint of dam. on —
This i: identification Si /
Guerall dimensions have been copied from the C O N TO U R & D ETA | L
he ans.
4 ttle soarch has not been carried out to check for the Ss U RV EY
existence of easements, covenants, or to verity if the
1. 1. property description shown is current.
The perimeter illustrated represents the center sone more DESoMTON
s Lot 13 on SP315578
line of the embankment on the downslope. 6 Robin Place
Lake MacDonald
N 117.22
cS
/ x HEIGHT DATUM SCALE
W k k : . h xv datum AHD 1:200
OrkKs tO DE UNGertaKen In accoraance WI Sam orsin Screw in Kerb|_(@47S:0
117.15 / From AXIS SURVEY detail on SURVEYED
111.79gl : . TEMS 26.7.2021 provided by client. PAH
the attached Geotechnical Assessment So, 120.647 _ [on
$25, PAH
"02> (18.92 CONTOUR INTERVAL DATE
— ' | 49 0.25m 27.10.2021
eport and Ecological Assessment Report | | rena [ROTATE
\ 118.79 + \ magnet | H21054 H21054A
. 7 7 > / LOCAL AUTHORITY
| / / NOOSA COUNCIL
1) / 116.32 / / CLIENT
/ / | 6 ee Tony Rossiter
| | | 119.75
| | | DRAWING
| | siode H2105A
oe 119.73
\ 119.55 \ /
119.28 \
19.63 119.71
/ rough broken orgund TBM
/ 119.38 :
/ *”® 9000 Screw in Kerb
RL 120.647
115.40
* | 115.78
| +
| 42088
|
| ae
113.10 | ae
120.
114.71 | 420.78 g 170.66
| 120.56
Prose Area for Dam 115.10 ; 8 12082 *
114.68 ; * 115.62 ps
|
|
z
%,,
120.01
wv —~_+120.08
115/43 x
114.82 | | bitumen driveway 119.80
+ “ | I
115.88 119.80 z
| D
119.69 =
78 7 .!
| * ne 119.54 119.58
419.82 H —
| 49a
| \ 118.67 + +119.45
| .
|
5 119.11
| ° 119.21
| 38
= 115.91 . -
nb 114.98 + q 418-23 Ws / ;
tS * \ + 118.26 & _ 118.91
+e | + _
Ae \ 118.98
¥
N \
\ \ 118.61
| \ 4118.81
\ \ N ree 118.71 118.60
\ 116.30 | . _
115.07 118.33
+ 118.55 4 8:
| 4 118.55 118.53
| 115.83. + stock pile \ j \
115.14
| + 118.78 x
116.83
* 2 118.51 118.41
| | 118.62 eee + * 118.35
115 } (118.57 +
| / 118.35 118.32 Qa
+ +
115.25 / /
2 / =m
a / ~
\ ° c . \ =
4444 112.16 \ NS | ° / v / / .
+ 112.79 | 114.02 Ss S 17.53 118.56 118.58 118.56 118.52 118.33
10.15 + 111.62 Lt . L l, 1151 | hes 146.031 tea K 7 118.09 118.33 18.41 L . . + . 118.25 a
31294225" 117.08 C
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