Original source · versioned page text
Appendix C - Ecological Assesment
Attached to the e-mail Response to Information Request OPW21/0354 - 8 Robin Place, Lake Macdonald.
Original PDF page 5, section 3. The text section number identifies this passage in the reader.
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]
{ MAGNET SOKKIA
312°42'25"
SOFTWARE TOTALSTATION
P.A. & F.A. HASS
012345 10 20 trading as
Philip Hass, Registered Surveying Associate
241 Gumboil Road
UNDERGROUND SERVICES DISCLAIMER Lake MacDonald,
B14 04a Underground services have heen located only COOROY, 4563.
[. where obvious at time of survey, Some ,
franz , services that were not obvious and are not Phone 5442 6065
/ shown on the plan may still be present, It is :
the responsibility of any person excavating 7 Mobile 0421 039204
building, on or adjacent to the site to EMAIL
/ = confirm with the relevant authority the
413.77 x location of services. [email protected]
apes 211433 oy Ne The author of this plan accepts no P @ 9p
/ 9 responsibility for damage to services shown or SHEET No TOTAL No of SHEETS
| / not shown on this plan.
att / = { {
/ a
S
S 115.31 + TITLE
: CONTOUR & DETAIL
| x
/ Lo
| g wise SURVEY
* © +116.05
178-68 115.84
PROPERTY DESCRIPTION
| | > Lot 13 on SP315578
| > 116.76 in Pl
| : +
fess “usar g 8 Robin Place
ess Lake MacDonald
“413.34 / =
/ / 117.22
i / s
112.17 Jraos / (116.67 ( ~ HEIGHT DATUM SCALE
| v AHD 1:200
| . A
115.08 115.61 / g 117.91 Screw in Kerb (oars)
112.50 / poe” / wvad / ; Y From AXIS SURVEY detailon | SURVEYED
, : (113.71 | / wee | 118.43 26.7.2021 provided by client. PAH
P11.7991 113.12 / | / Ps, 120.647 DRAWN PAH
| 78
/ | 16.49 | 117 "05 SO» 118.92 7
/ | ; | 2. va COB 218: 0.25m 27.10.2021
| 115.60, / / an | FIELD BOOK CIVILCAD FILE [AUTOCAD FILE
| .
: / magnet }H21054 =| H21054A
| thee 5 / LOCAL AUTHORITY
| * 112.56 } 114.88 /
| / / NOOSA COUNCIL
| / /
113.40) / 116.32 / CLIENT
‘ 119.49 ;
341 / + Tony Rossiter
/
5.47 | 119.75
. | DRAWING
| H2105A
/ 119.42
| wr 119.73
114.80 / | | “tas \ ]
| | 116.70 119.28 \
/ 2 f'597 | * \ 119.71
| | | 119.63,
1514s | | rough broken grdund TBM
* | | | 119.38 :
| 47 © 999 Screw in Kerb
| 2
119.66 | [11688 118.56 the.os 119.30 s «119.55 119.79 RL 120.647
| | * 11947
| a 119.57
| 119.39 *
| 119.31 +
So 111.03 M474 1s78 | > 119.80
S + 118. 63
Voa Op,
So 119.25 Son 8
| J 119.36 2.634 0 4208 .
110.27 | | 3 119.36 i969 * jr x ws
c . A
‘ | S 119.87 & / / a /..575 t 120.65
& | | 114.71 ° 119.32 // S712
x» | | . | | + 119.49 /
| | | 119.21 _, 119.30 ) oS 119.84 / 120.56
\ | | | * 119.28 i944 ¥S ) 3 120.4% +
\ 115.10 | 119.23 ~ 2S / / oe 4
£ | Proposed Area for Dam nasa . | 118.62 118.06 + os] / / fe
|, 110.60 | | . | / /
| “111.88 | 19.8 /
} | 119.06 [oo 0,
| # = 120.01
| 111.66 ‘ Bo v _+120.03
S Ne
\ wa 5,43 bitumen driveway 119.80
82 | | |
110.16 / \ tt | siseb 119.80
| \ | 119.06 11868 3
4111.00 \ | | * 119.40 + ot 119.54 19.58
| \ 40 + a +
| \ 111.53 | \ 419.82 LH —_
| | | ne
| | 118.67 + 118.88 4119.45
| | 119.11
| | | 119.21
| | | _
; | 115.91 118.23 | -
: | 441.08 15.48 + +
BS | | + ta 114.98 4 q 1118.28 | _- 118.91
& = 110.23 \ } \ \ \ \ | \ 118.88 1898
a \ | | | \ 113.64 | |
a | | \ * |
aN | | | | \ \ \ 48-71 118.60
| \ .
| * 110.55 | 111.89 \ \ \ | ta 118.85 —
\ | + \ | | | 418: +
\ | | | 113.08 | \ | | 11.07 118.73 118.83
| \ . \ \ | | * 115.55 118.53
| | \ \ .
J 110.79 | | | \ | | 115.83 Lu
Po 110.15 | | | \ \ 114.05 a
| 111.23 | 112.16 \ 2119.44 | | \ 118.26 118.57
| | | * \ | | | \ +
110.07 | | \ | | 115.14 1117.98
| | \ {tet \ | | | * 115.78 118.15 <
| | | \ | | | | 116.07 oo 118.43 9 1181 118.41
| | \ t12l92 | | | / 118.33 * 11902 ([Beer + + 2118.35
\ | \ | wy | | | 115 + 115.67 | * 118.57 +
\ | | | | 116/44 118.35 .
\ 110.74 | | | | | / + (11674 : 118.32
\ | | | | 115.25 /
\ | = \ | = = z
y \ = | \ | | a / x =
[ \ \ a | \ * fsa in 2 { Vv 118.56 118.58 118.56 118.52 118.33 118.25
10.18 10.43 \ Mt S 111.62 L216 112.79 | |, 114.02 ° 3S 115.31 | 118.68 146.03) 116.80> (1841 oo. + + + + qa
. + — + + \ . Us +
117.03 oO
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