Original source · versioned page text
Appendix A - Proposal Plans
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn MAGNET SOKKIA
SOFTWARE TOTALSTATION
P.A. & F.A. HASS
0 1 2 3 4 5 10 20 trading as
SCALE 1:200
HASS SURVEY
Philip Hass, Registered Surveying Associate
241 Gumboil Road
114.04gl Lake MacDonald,
COOROY, 4563.
114.12
Phone 5442 6065
Mobile 0421 039204
EMAIL
114 . 50
113.77 113.95
114.33 114.81 [email protected]
SHEET No TOTAL No of SHEETS
114.11
1 15 .
1 1
Proposed footprint of dam.
00
113.44 115.31
NOTE: TITLE
114.14
This is not an Identification Survey.
CONTOUR & DETAIL
115 . 5
114.62 Overall dimensions have been copied from the
8 "
.88 50 115.94 relevant survey plans.
SURVEY
44 °41'
0
116.05
A title search has not been carried out to check for the
6
27 113.03 113.25 113.69
Proposed Area for Dam 115.84
existence of easements, covenants, or to verify if the
The perimeter illustrated represents the center
property description shown is current.
via
Adjoining descriptions may not be shown. PROPERTY DESCRIPTION
SP
NO
116
Lot 13 on SP315578
31
116.76
line of the embankment on the downslope.
. 50
55
112.53 113.92 8 Robin Place
RT
115.27
78
112.99
114.36 Lake MacDonald
1 17 .
H
113.34
117.22
00
112.17
113.26 116.67
HEIGHT DATUM SCALE
117
Works to be undertaken in accordance with datum AHD 1:200
. 50
112 . 00
113.35 115.08 115.61 117.91 origin Screw in Kerb (@ A1Size)
112.50
113.71 114.23 117.15 From AXIS SURVEY detail on SURVEYED
118.43
26.7.2021 provided by client. PAH
the attached Geotechnical Assessment
111.79gl 113.12
34
3°1
8'2
rl 120.647 DRAWN
PAH
116.49 10 0" CONTOUR INTERVAL
117.89 2.5 118.92 DATE
48 0.25m
111.55
112.00
112.90
Report and Ecological Assessment Report 114.20
115.60
116.98
117.28
118.26
118.79
FIELD BOOK
magnet
CIVILCAD FILE
H21054
27.10.2021
AUTOCAD FILE
H21054A
112.56 114.88
117.61
119.10 LOCAL AUTHORITY
118.21
118.04
118.72
NOOSA COUNCIL
113.40 116.32
117.28
119.08 CLIENT
113.41 119.49
116.92 118.17 118.68 Tony Rossiter
111.49
114.03 115.47 119.75
112.35
113.76
111.12 DRAWING
117.85
H2105A
stake
stake
119.15 119.42
.8 5"
118.27 119.73
36 49'5
112.64 118.80
75
114.80 117.19
9°
113.23 119.55
25
111.91
111.04 116.70
115.97 118.84 119.28
111.50 114.25
stake
dpy 117.59 119.71
9001 118.00
119.63
113.70 115.43 rough broken ground TBM
119.38
dpy
9000 Screw in Kerb
110.66 116.53
stake
111.91
113.12 116.87 118.56
118.98
119.30
119.47
119.55 119.79
RL 120.647
117.92
Wattle 117.36 119.57
110 . 50
112.49 119.39
111.03 115.40 116.90 117.15 119.31
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of the other 3 sections
Section 2
Bloodwood 114.74
Gum 115.78 119.80
111.92
76°
115 . 00
112.62 116.66
114 . 00
118.18 07
111.82 119.25
2.6 '50"
1 12 .
114.42 119.36 .88
34 120.14 12 0
116 . 00
110.27 ELP
114.30 114.64 117.31
1 20 . 50
119.36 74
0. .64
00
119.69
117 . 50
113.10 119.91
6
8
113.42 12 120
.4
.9
stock pile 119.16
8
8
118
11
.1
119.87 120.65
9
111.73 116.55 120.75
0
114.71
118.8
11
119.32
Gum 119.42
8
119.49
6
112.26
118.
112.51 114.29 118.95 119.21 119.30 119.84 120.56
7
"
60°0 .845
.6 119.28
0'30
118 . 00
6 119.44 120.42
Proposed Area for Dam 115.10 11 20.5
3
116.06 117.21 119.23 .42 1
114.68 115.62 116.39 120
5
110.60 73
113.85 114.33 8. 119.25
111.35 117 117.83 11 119.54
. 12
119.82
114.32 118.19 119.03 119.21 12
119.06 119.23 119.36 119.66 0.
.03 11
112.90 120
111.66 120.01
118.67 119.03 9 . 93 0
113.34 116.94 11 11 .1 120.03
7 .6 0 20 2
11 119.11 1 0 .1
115.43
7 . 22 12
bitumen driveway 119.80
110.16 114.82 118.80 119.19 11
9 . 65
118.36 11
115.88 119 9.4
119.64
.24 8 119.80
111.00 119.06 119.13
116.49 119.69 8 119.54
111.53 113.89 119.7 119.58
119.40
stock pile 2
116.88 119.06
119.11
119.09 119.6
119.02
119.41
stake
112.72 114.27 119.13 119.45
stake
118.67 119.07 119.06
118.88 . 92 119.45
112.09 118.13 118
113.25
118.88
118.91
119.01
11
11
119.11
42°55'30"
8
8.
119.21
19.322
.8
96
119.06
4
111.08 118.81
116.24
222°47'51"
.40
115.48 115.91 118.23
34.407
111.41 114.98 118.03
0
7
.7
118.72
11
118.26 118.91
Section 3
7
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
Section 4
Dam Embankment Profile
Natural Ground
1.5 m.
4.5 m. 3.0 m. 3.0 m.
[OCR of page images]
Dam Embankment Profile
Natural Ground