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Approved Plans OPW20-0108
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GTP3783 LEGEND
ALL EARTHWORKS TO BE CARRIED OUT IN ACCORDANCE WITH EARTHWORKS NOTES ON
GENERAL NOTES DRAWING INCLUDING STRIPPING, PARTIAL SUBGRADE REPLACEMENT OF TOP
500mm OF EXISTING FILL (AS PER SECTION 6.2.1 OF SOIL SURVEYS GEOTECH REPORT), PROOF
ROLLING AND FILLING WITH IMPORTED SELECT FILL MATERIAL TO ACHIEVE THE NOMINATED
BULK EARTHWORKS LEVELS. ALL AS SPECIFIED IN SECTION 6.0 OF SOIL SURVEYS REPORT,
PROJECT No. 1-22276 DATED FEBRUARY 2020.
BULK EARTHWORKS TO BUILDING AREA. PROVIDE 150mm THICK SUBBASE
(CBR45) LAYER COMPACTED TO 95% MODIFIED DRY DENSITY.
BULK EARTHWORKS TO PAVEMENT AREA
6
26 1.
BULK EARTHWORKS TO CONCRETE FOOTPATH AREA - REFER DETAIL ON
EX
94
6 6 8 78 9
1.
8
7 7
65
RP72829 1.
EX
1. 8 7 C6.01 FOR FOOTPATH DEPTH
1.
1. 1. EX 1. X
1.
X EX
1
EX X X EX E
EX
.6
E E E
1
BULK EARTHWORKS TO BIORETENTION AREA. ALLOW TO EXCAVATE 700mm
BE
1.
34
1.
EX
BELOW FINISHED SURFACE LEVEL.
66
1.
61
5
83
1. PROPOSED FUEL TANKS - REFER ARCHITECTS PLANS FOR DWGS
EX
EX
BE
BE
BE
1.
1.
1.
1.
36
66
8
0 77 70
67
BE
4
65
52 BULK EARTHWORKS TO LANDSCAPE AREA. ALLOW TO FINISH
21
5
.5 3
9
1.
1
1.
1.
1
.5
EARTHWORKS TO LANDSCAPE ARCHITECTS DETAILS. GENERALLY 300mm
BE
BE E
PROPOSED BUILDING
BE
2
B
3
BELOW FINISHED SURFACE LEVEL (UNO)
1.40
1.50
1.60
FFL RL1.90m PROPOSED BULK EARTHWORKS LEVEL FOLLOWING CARRYING OUT
EX
70
1.
BE12.50 WORKS IN ACCORDANCE WITH EARTHWORKS NOTES ON GENERAL NOTES
85
1.
86
0 TOP OF 150mm SUBBASE LAYER = RL1.75 1. DRAWING INCLUDING STRIPPING, PROOF ROLLING AND FILLING.
7 59 .80 X
57
BE
. 1 E
1 TOP OF BULK EARTHWORKS = RL1.60 48
1.
1
PROPOSED EARTHWORKS TOP OF BATTER
BE 1.
BE
.7
59
0
.6
X PROPOSED EARTHWORKS TOE OF BATTER
8
6
E
36
1
BE
1.
BE
5
5
N1 REFER NOTE 1 FOR DETAILS
7
8
68
7
6
0
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6 .6
1.
5 2 3 1
5
1
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70
BE
BE
57
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BE
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1.
EX
1 BE
1.
E
BE BE
1
BE
BE
BE
BE
1.
1.90
1.80
1.90
50
1.90
2
1.80
98
1.
0
0
1.8
2 1.90
55
55
7
.5 51
80
49
N11 1 .
1.
1.
0
BE E1
1.
BE
BE
BE
B
8
EXISTING SERVICES LEGEND
EX
.6
X1
20
2.
02
E
RP131598
0
0
0
46
50
44
DEVELOPMENT BOUNDARY
1.
1.
1.
RP72829
BE
BE
BE
RP72829
8
61.00 EXISTING CONTOUR (0.25m INTERVAL)
42
44 7 0 1
51
8
5
5
1.
54 55
2
52
54
.5 1.
BE
1. 1.
0
.5
1
40
EXISTING STORMWATER
1.
1.
1
BE BE BE BE
BE
BE
BE
1.
N12
BE
EXISTING SEWER
9
46
1.
5
BE
90
14
6
6
5
51 EXISTING WATER
51
47
50
1.80
1.
4
5
1.
1.
1.
1.
1.
E 5
BE
BE
BE
BE
.8
BE
B 1 EXISTING ELECTRICAL - OVERHEAD
5
1 .8 EX
EX 1.80 EXISTING TELECOMMUNICATIONS
50 45
1
EX
28
4
7
51
25
54
54
.5 .5 EXISTING FENCE
5
1.
1 1
1.
5
1.
1.
1.
1.
BE
96
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