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Appendix A - Proposal Plans
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Plans and drawings
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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
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