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Slope Analysis 18 Hay St
20 m
SC A LE B AR
S C A LE 1 :2 00
22 31 28 90°00' 43
3 3 3 3
34 42 .7 4 8 38
3 3 Power Pole
3 .0 0
15
13
3
3 Building wall Above
Building wall
02 Deck Above
3.0 0
Gravel Driveway
3
Building wall Above
Above
Building wall
Below Building wall Above
28
2
Building wall
11 .8 3 2
Back of Kerb
Building wall
Water
46
80
11 .8 3 2
Meter
2
Building wall Below
45
2
Below
25
Fire Hyd.
2
Below
73 07
2
54
Building wall Above
2 70 3
Deck Above
75
2
21
Building wall Below
RP 28717
2
Building wall
2
RL 4.70
63 37
Below
43
2
80
2
52
2
85 3 .0 0
2
46
2
57 2
180°00'
2
2 90
0°0 0'
2
51 42 46
Approx. Invert Level 1.45
2 46 Building wall Below 2 2
2
27
12
35 Building wall
2
Letter
24 3 0Above
Building wall
Building wall
2
2 Box
20
2 2
Back Drop
Above 2
25 Deck Above
47
Above
72
11 .8 3 2 4 2
11 .8 3 2
2
2 2
2
33
44
29
2
44 2 13 34
2
2 2
2
55
50
20
0.5 6
Invert Le vel In v
2
2
e rt
95 °4 8' 50 "
RP 28717 Sewer Manhole
Lid Level 2.50
Le v
el 0
.4 3 70
58
2
2
90°00' TBM Nail in Kerb
38
12 .8 3 5 AHD RL 2.70
2
38 30.
2
63 41
Emt42 .7 4B RP810544
2
0°0 0'
2 0.8 8
3.
Invert Le vel
Sewer Manhole
50 8
55
Lid Level 2.63 2 35
2
Telstra Pit
270°00' 2
25
S/water Pit
2
Boundary peg found
Boundary Line
Top of Bank
Bottom of Bank
Fence Line
Edge of Vegetation Line
PROJECT SCALE NORTH
GOOD NEIGHBOUR HOUSE 1 : 200 @ A3
18 HAY ST, TEWANTIN
DRAWING
STAGE
Site Plan - Survey
DEVELOPMENT APPROVAL
PURPOSE
DRAWING NUMBER DATE ISSUE
NOT FOR CONSTRUCTION A-100 11.03.2021 3
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