lhq - proposed extension - fra · gp gp gp gp gp gp gp gp gp gp gp gp gp gp gp gp gp gp gp gp gp g...
TRANSCRIPT
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Key
Existing drainage
Existing drainage underground
Proposed drainage (dashedindicates underground)
EP
EP
EP
EP
EP
EP
LP
LP
LP
LP
TP
TP
TP
TP
TP
TP
TP
TP
TP
GP
GP
GP
GP
GP
GP
GP
GP
GP
GP
GP
GP
GP
GP
GP
GP
GP
GP
GP
GP
GP
GP
GP
G
G
Wall Ht
Wall Ht
Wall Ht
Wall Ht
Wall Ht
Wall Ht
Wall Ht
40111.904
36118.893
2136.173
3136.449
1139.458
GLED199.292
GLED2102.242
26138.740
ALS1139.809
ALS2135.862
TURF1134.236
TURF2133.012
POND1142.338
28129.689
29125.979
33118.395
34116.869
37110.794
39115.124
Q498.701
Q7107.015
Q8106.916
136.43
136.40
136.34
135.
97
135.
43
134.
32
133.7
4
133.57
133.34
133.75
135.
06
135.
52
139.85139.68
139.28
139.
19
139.
03
137.77
138.12
138.46
138.79
139.58
139.58
139.54
139.31
139.66
140.15
140.41
141.09
141.31
141.20
141.1
3
140.95
140.78
140.55
140.50
141.70
141.85
141.55
141.56
141.24
140.93
141.73141.76
142.06
142.56
143.00
143.63
144.11
144.2
4
143.8
3
143.
36
142.9
2
142.76142.74
142.87
142.95
142.96
142.95
143.11
143.01
142.41142.08
141.72
141.74
141.
68
142.11
141.
85
141.5
8
141.38141.54
142.16
142.48142.58
142.55
142.20
141.6
9
140.9
0
140.18
139.77
142.19
142.77
143.21
143.63
144.04
144.54
141.33
140.42
139.62
138.83
137.80
138.94
138.47
137.87
137.79
138.35
138.16
137.96
137.78
137.76
137.45
137.63
138.04
138.31
138.47
138.47
137.85137.89
138.02
138.25
137.99
137.80
137.55
137.27
137.15
136.
95
136.90
136.
64
136.4
5
136.47
136.61
138.92138.
53
137.88
136.19
136.71
136.91
137.40
137.34
137.20
136.79
136.76
136.64
133.34
133.32133.17
133.11
133.19 133.07
133.13
133.08
133.39
133.46133
.29
133.27
133.22
133.18
133.10
132.97
132.90132.86
133.03
133.17
133.08
132.73132.
71
132.66
132.5
5
133.11133.20
133.16
133.33
133.43
133.50
136.38
136.45
136.41
136.5
3
136.5
0
136.56
136.7
4
136.6
5
136.5
5
136.56
136.25
136.41
136.2
3
136.20
136.13
135.
99
136.34
136.33
136.29136.60 136.51
136.42
136.43136.46136.48
136.49
136.41
136.35136.47
136.50
136.22
136.08
136.08
136.06
136.08
135.65
135.19
134.79
134.79
134.12
133.79
136.42
136.38
136.51136.58
136.48
136.43
137.37
137.60
138.13
138.82
139.10
139.16
139.08 138.78
138.6
4
138.
61
137.90
137.26
136.88
136.59
136.34
136.
05
136.
77
136.
63
136.38
135.93
135.65
135.11
134.46
133.95
133.58
138.48
138.72
138.57
138.48
138.25
138.10
137.66
137.33
137.13
136.92136.86
136.87
136.66
136.60
136.70
136.74
136.7
7
136.4
1
135.8
2
134.6
3
134.2
1
145.12
144.19
143.34
142.52
141.74
141.28
140.83
140.42
140.53
140.75
140.85
141.21
141.28
142.00
143.07
144.00
144.78
145.94
145.67
145.58
145.54
145.
43
145.56
145.67
145.34
145.15145.25
145.43
145.52
145.60
145.72
145.85145.98
146.06
146.66
146.54
146.51
146.29
146.05
146.14
146.40
146.44
146.45
146.63
147.89 147.64147.43
147.25 147.10 146.99146.93
146.97
146.77
146.77
146.66
146.59
146.64
146.67
146.95
147.35147.46
144.
87
145.
68
146.
38
146.
98
147.
45
147.57
147.51
147.30
146.
45
146.
07
143.75
143.86
143.9
4
144.
34
144.
62
145.
33
144.
79
144.3
5
144.0
4
143.9
2
139.39
139.94
140.71
141.52
142.27
143.07
143.52
143.64
143.71
143.75
143.83
143.66
143.60
143.55
143.39
143.27
143.06
142.44
141.82
141.16
140.54
136.50
136.2
7
136.7
5
137.14
137.86
138.64
139.33
139.70
140.28
139.22
138.59
137.96
137.49
130.
49
131.
21
132.
30
133.4
4
134.7
6
135.
29
135.
97
136.36
136.49
136.71
137.04
137.55
138.02
138.38
138.49
137.93
137.41
137.01
136.71
136.69 136.82
136.91
136.76
136.36136.24
135.58 135.
82
135.
60
134.3
4
133.6
2
132.
57
131.
46
136.11
136.13
135.74
136.82
137.04
137.34
137.79
136.
2113
5.53
134.
21
133.
23
132.
41
131.
59
130.
84
130.
01
129.
47
128.
80
128.
0512
7.13
126.
41
125.
01
124.64
125.77
126.94
127.94
128.68
128.87
121.06
121.17
120.19
120.19
119.53
119.23
119.15
119.19
119.1
2
119.0
7
118.
98
119.2
3
119.0
3
119.
13
119.
32
119.
21
119.
5812
0.15
120.
59
120.
64
121.
20
121.33
121.77
122.33
122.56
123.09
123.50
124.
13
124.40
124.96
125.35
125.59
126.54
126.97
127.
55
127.
65
127.
69
128.12
119.01
118.98
118.8
0
118.
95
118.90
118.71
118.83
118.89
117.36
119.0
5
119.0
8
118.85
118.85
118.
56
118.
83
118.
82
118.
82
120.89120.80
120.52
119.
94
119.
5311
9.36
119.
55
119.
18
118.
59
118.97
118.37
117.59
117.29
117.02
116.97
116.
96
117.
13
117.
33
117.
47
118.
03
118.5
2
119.21
119.04
118.83
118.62
119.09
119.06
119.39
119.77
120.57
121.30
121.29
120.65
119.76
119.24
118.
98
119.1
7
119.38
119.80120.07
119.93
119.
48
118.85
118.28
117.5
8
117.6
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6511
7.48
117.54
117.67
118.33
118.87
119.24
116.33
116.74
117.39
117.86
118.30
118.74
118.21
117.82
117.66
117.
37
117.3
4
117.32
117.44117.66
117.79
118.03
118.41
118.56
118.51
118.13
117.81
118.00
117.60
117.04
116.82
116.41116.42
115.97
116.21
116.69
117.11
117.31
117.56
117.72
118.02
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25
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40
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44
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118.
61118.
5211
8.74
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29
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118.16
118.41
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28
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20
104.
92
104.
74
104.
59
104.
35
105.49
106.26
106.42
106.61
106.73
106.78
106.87
107.91
107.55
107.38
107.23
106.92
133.
7813
4.02
134.
20
134.3
4
134.49
134.42
134.1
7
134.04134
.13
133.
86
133.72
133.62
135.37 135.3
5
135.
46
135.43
135.76
136.06
136.13
136.29
136.2
6
135.9
1
135.
67
135.
28
135.95
136.41
136.79
137.16
137.48
137.83
137.98
138.09
138.30138.35138.37
138.33
138.13
137.01
137.31
137.76
137.40
137.06
137.
08
137.09
138.58 138.44138.27 137.70
137.17
137.01
137.33
137.56138.00
138.36
138.52
138.74
139.17
139.02
138.91 138.73 138.41
138.82
139.08
139.38
136.72
137.04
137.11
137.12
136.92
137.02
136.58
132.90
132.83
132.6
5
132.6
8
132.9
9
133.1
6
133.24
133.34133.34
133.21
132.78
132.51
132.31
133.06
133.31
133.76
133.87
133.95
134.03
134.07134.10
134.01
133.91
133.7
9
133.6
3
133.4
7
133.3
7
132.88
133.21
133.56
133.88
134.24134.11
133.71
133.92
134.2
2
134.3
5
134.
40
134.41134.42
134.55
133.41
133.95134.07
134.00
133.92
133.
1213
3.16
133.2
1
133.2
7
133.37
132.92
132.83
133.05
133.08
133.35
133.21
132.75
132.85
132.98
133.07
133.
06
133.04133.01
133.06
133.09133.1
5
133.25
INVERT OF OUTFALL
GATE
MH
STREAM
JOIN
INVERT
CABLE HT
WELL
STREAM
CABLE HT
INVERT OF PIPE IS 900MM HIGHER
REMAINS OF BUILDING
ROCK OUT CROP
W
FH
PUBLIC FOOTPATH
TOP OF BANK
START OF DITCH
APPROX
PREVIOUS VE IS STREAM
STREAM
STREAM
STREAM
STREAM
STREAM
GAP IN HEDGE
HEDGE STILL COINCIDENT WITH TRACK
FOOTPATH
FEATHER
STREAM
STREAM
STREAM
450MM INVERT OF PIPE CULVERT
DITCH500MM DEEP
FOOTPATH
GATE
JOIN
WALL TO BRIDGE
CROWN
INVERT
INVERT
CROWN
INVERT
CROWN
APPROX POINT WHERE WATER ENTER PIPE
FL
IC
APPROX FL
APPROX FL
METAL COVER
RAMP
FL
DIESEL TANK
143.0
0
143.00
143.00
143.00
143.00
143.00
143.00
143.00
143.00
143.0
0
143.00
143.00
143.00
144.
00
144.00
144.00
144.00
144.00
144.00
144.00
144.00
144.
00
145.0
0
145.00
145.00
145.00
145.00
145.00
145.00
145.00
145.00
142.
00
142.00142.00
142.00
142.00
142.00
142.00
142.0
0
142.00
142.00
142.00
142.00
142.00
142.00
142.00
142.00
141.00
141.00
141.00
141.00
141.00
141.00
141.00
141.00
141.00
141.00
141.00
141.00
141.0
0
141.00
141.00
141.00
146.
00
146.00
146.00
146.00
146.00
146.00
146.00
147.00
147.00
138.00
137.00
137.00
128.
00
128.0
0
121.0
0
121.00
121.
00
121.
00
121.0
0
118.
00
118.
00
118.
00
118.0
0
118.00
118.00
118.00
119.
00
119.
00
119.0
0
119.00
119.00
120.
00
120.
00
120.0
0
120.0
0
120.00
122.
00
115.
00
112.00
112.
00
112.00
112.00
112.
00
112.
00
112.0
0
112.0
0
112.0
0
117.
00
117.
00
117.
00
118.
00
118.
00
119.
00
116.
00
116.
00
116.
00
115.
00
115.
00
115.
00
115.
00
114.
00
114.
00
114.
00
114.
00
114.
00
113.
00
113.
00
113.00
113.0
0
113.0
0
113.
00
113.0
0
113.0
0
94.00
94.00
94.0
0
97.00
97.00
97.00
98.00
98.00
98.00
98.0
0
98.00
99.00
99.00
99.0
0
99.00
99.0
0
99.00
99.00
100.00
100.
00
100.
00
100.
00
100.00
101.00
101.00
101.
00
101.0
0
101.
00
96.00
96.00
96.00
96.00
95.00
95.00
95.00
135.
00
135.00
135.00
135.00
135.00
135.00
135.00
135.00
135.00
135.00135.00
135.00
135.
00
135.00
135.00
135.00
135.00
135.00
135.00
135.00
135.00
135.00
137.00
137.00
137.00
137.00
137.00
137.00
137.00
137.00
137.00
137.00
137.00
137.00
137.00
137.00
137.00
137.00
137.00
137.00
137.00
136.00
136.00
136.00
136.00
136.00
136.0
0
136.00
136.00
136.00
136.00
136.0
0
136.00
136.00
136.00
136.00
136.00
136.00
136.00
136.00
136.00
139.0
0
139.00
139.
00
139.00
139.00
139.00
139.00
139.00
139.00
139.00
139.00
139.0
0
139.0
0
139.00
139.00
139.00
139.00
139.00
139.00
138.
00
138.00
138.00
138.00
138.00
138.00
138.00
138.00138.00
138.00
138.00
138.00
138.00
138.00
138.00
138.00
138.00
138.00
138.00
138.00
140.00
140.00
140.00
140.00
140.00
140.00
140.00
140.00
140.00
140.00
140.00
140.00
140.00
140.00
137.00
133.0
0
133.00
133.00
133.00
133.00
132.00
131.00
131.00
131.00
130.00
130.00
129.00
129.00
128.00
128.00
127.00
127.00
127.
00
126.00
126.00
126.00
126.
00
126.
00
125.00
125.00
125.
00
125.
00
125.0
0
124.00
124.00
124.
00
124.
00
123.00
123.00
123.
00
123.0
0
123.0
0
122.00
122.
00
122.0
0
121.00
121.
00
121.0
0
120.00
120.
00
120.00
120.
00
120.0
0
120.0
0
120.00
119.00
119.
00
119.
00
119.
00
119.
00
119.00
119.00
119.00
118.00
118.0
0
118.0
0
118.0
0
118.
00
118.00
118.0
0
118.
00
117.
00
117.00117.00
117.
00
117.0
0
117.00
117.00
117.00
116.
00
116.0
0
116.
00
116.0
0
116.00
116.00
116.00
115.00
115.00
115.00
114.00
114.00
114.00
114.0
0
113.0
0
113.00
113.00
113.
00
113.00
112.0
0
112.00
112.00
111.00
111.0
0
111.0
0
111.0
0
111.0
0
111.0
0
111.0
0
110.0
0
110.0
0
110.0
0
110.0
0
110.0
0
109.0
0
109.0
0
109.0
0
109.0
0
109.
00
108.00
108.0
0
108.0
0
108.
00
108.
00
107.00
107.0
0
107.
00
107.00
107.00
107.0
0
107.0
0
106.00
106.00
106.00
106.
00
106.
00
106.
00
106.00
106.0
0
106.
00
106.00
105.00
105.00
105.00
105.
00
105.
00
105.
00
105.00
105.
00
105.00
104.00
104.
00
104.
00
104.
00
104.0
0
104.00
103.00
103.00
103.0
0
102.00
102.0
0
102.0
0
134.
00
134.00
134.00
134.00
134.00
134.00
134.00
134.00
134.00
134.00
134.00
134.00
134.0
0
134.00
134.00
134.00
134.00
133.0
0
133.0
0
146.00
137.00
137.00
133.00
133.00
133.0
0
133.00
133.00
118.00
118.00
118.
00
134.00
136.00136.00
136.00
136.00
137.00
INVERT OF 250MM METAL OUTFALLPIPE THIS THEN IS UNDERGROUND
FROM HERE UP
Gate
GP
GP
GP
GP
GP
GP
GP
G
G
G
G
G
Wall Ht
Wall Ht
Wall Ht
Wall Ht
Wall Ht
Wall Ht
Wall Ht
Wall Ht
Wall Ht
Wall Ht
Wall Ht
Wall Ht
Wall Ht
Wall Ht
Wall Ht
Wall Ht
96.67
96.72
96.73
96.9696.74
96.7496.75
96.90
96.70
96.72
96.48
96.58
96.39
96.38
97.02
96.27
96.42
96.38
96.50
96.66
96.59 96.77
96.63
96.62
96.65
96.67
96.60
95.81
95.82
96.19
96.35
96.23
96.33
96.95
96.39
96.32
96.50
95.59
96.45
95.06
95.15
95.20
96.03
95.29
95.42
95.44
95.48
95.49
95.36
95.35
95.29
95.24
95.09
96.63
96.78 96.78
96.78
97.25
96.73
95.99
95.96
96.62
96.02
96.01
96.03
96.17
96.52
96.51
96.26
96.1395.78
95.67
96.63
95.98
101.
77
102.
10
102.
23
102.
61
103.
13
103.
56
100.
33
100.76
101.12
101.72
102.34
102.93
103.59
104.16
104.45
104.62
104.77
104.03
104.04
103.79
103.37
102.58
102.
27
101.
75
100.
93
100.
15
99.47
99.40
99.37
99.53
99.8
0
100.
33
100.
54
101.0
0
101.17
101.24101.18
101.02
100.41
99.69
99.26
98.97
99.04
99.19
99.38
99.46
99.4
7
99.3
7
99.20
100.07
99.86
99.7799.71
99.63
99.59
99.43
99.24
99.14
99.26
99.59
100.24
101.36
102.04
102.48
103.39
103.77
104.
11
104.1
3
104.05
103.77
103.52
103.56103.61
103.62
103.55
103.51
103.46
103.40
103.40
103.63
103.81
104.07
104.17
104.39
104.47
104.47
104.43
104.20
103.63
102.
96
102.
02
100.
95
101.
00
102.
09
103.
26
103.
95
104.35
104.49
104.19
103.63
102.71
102.50
102.
18
102.
17
102.
22
102.
42
102.40
102.49
102.40
102.30
102.26
119.94
119.
70
120.
14
120.
35
120.
89
121.
41
121.
82
122.24
122.
31
123.
11
123.
87
124.
56
125.
12
126.
13
127.
06
128.0
5
128.
45
128.5
1
128.
76
129.
16
129.
4912
9.64
129.
9113
0.34
130.
67
130.
94
131.
06
131.
35
131.
87
132.
60
133.0
8
133.7
3
134.8
7
135.5
5
135.9
8
136.6
8
132.71
132.36
131.81
131.0
3
130.2
4
129.3
4
133.05130.23126.90
123.88121.23
119.88
119.
79
119.
45
119.1
6
119.1
0
118.74
118.67
118.54
118.8
8
119.0
9
119.
47
119.
43
119.
49
118.6
0
118.
23
120.65122.75
125.38127.96
131.12
118.93
118.16
117.96
117.
65
117.
34
117.4
0
117.56
117.52
117.37117.12
119.67
119.46
119.30
118.80
118.16
117.62
116.91
116.44
116.39
116.29
115.75
115.43
114.88
114.70
114.67
114.82
114.96
115.55
115.07
114.79
114.79
114.76
115.24
115.40
115.54
115.55
115.24
115.04
115.02
115.54
116.08
116.47
115.82
115.20
115.07
115.21
115.60
116.02
116.62
117.35
117.78
117.95
118.04
118.25
118.56
118.48
119.26
119.57
118.30
118.96
119.63
120.33
120.64
120.9
6
121.24
121.46
121.33
121.11
121.50
121.84
141.63
141.06
140.38
139.67
135.49
136.43
137.41
137.64
137.83
138.95
139.79
140.63
141.43
145.68
145.29
144.95
144.09
143.22
142.54
142.18
141.98
141.85
141.73
140.83
140.08
141.8
8
141.8
3
141.8
2
142.1
0
142.3
7
142.42
142.4
3
142.4
0
142.45
142.37142.36
142.59
143.09
143.85
144.49
145.29
145.89
146.12
146.72
146.47
146.27
145.74
145.09
143.92
142.89
142.63
142.21
134.46
135.12
136.07
137.26
137.51
138.47
139.00
139.82
140.81
132.62
133.04
133.53
133.90
134.77
135.96
136.70
137.36
138.38
137.64
137.19
136.74
136.27
135.37
134.79
134.20
133.65
133.13
132.76
132.25
131.85
131.48
131.62
131.96
132.30
132.82
133.13
133.62
133.87
133.43
133.79
134.26
134.42
134.54
134.70
135.11
135.65
136.17
136.50
136.56
136.79
137.19
137.59
138.01137.98
138.29
138.52
138.92
INVERT OF 450MM PIPE
STREAM
SOFFIT OF BRIDGE ACROSS ROAD - ONLY 400MM GAPBETWEEN SOFFIT AND STREAM BED - AND 1.4M WIDE
APERTURE
STREAM LEVEL
LEVEL OF LIP OF DRAIN INTO STREAM
STREAM
SOFFIT
METAL FENCE CROSSING CULVERT - BOTTOM OF FENCEIS 950MM ABOVE STREAM LEVEL
IC
STREAM BED AND WIDTH
INSIDE WALL ALIGNMENT OF 200MM BLOCK WALL ALSOLEVEL ON TOP OF WALL AND STREAM IS 900MM WIDE
1.5m DOWN TO STREAM STILL 900MM WIDE
750MM PIPE AND 1.7M DOWN TO STREAM BED LEVEL -ALL DIFFICULT AS VEGETATION OBSCURRED VIEW TO
SATELLITES SO ACCURACY IS DOWNGRADED
STREAM LEVEL
TOP OF INCOMING SPUR - AND THIS IS 700MM HIGHERTHAN STREAM LEVEL
APPROX INVERT OF 450MM PIPE
GROUND LEVEL
MH
MH
BINS
MH
MH
MH
MH
GP
5.8M TO FP
7.3M
CAN VISUALLY SEE SMALL STREAM
SMALL STREAM RUNNING PARALELL TO THIS LINEOFFSET 1.5M
INVERT OF 250MM OULET
PNT WHERE STREAM GOES INTO CULVERT
END OF POST AND WIRE
HEDGE
100.00
101.00
99.00
101.00
100.0
0
102.00
102.00
102.00
102.00
103.0
0
103.00
103.00
104.
00
104.00
119.
00
118.
00
119.00
119.00
117.0
0
117.
00
140.00
140.00
140.00
140.00
140.00
140.00
140.00
140.00
139.00
139.00
139.00
139.00
139.0
0
139.00
139.0
0
138.00
138.00
138.00
138.00
138.0
0
138.0
0
138.00
138.00
137.00
137.00
137.00
137.00
137.00
137.0
0
137.00
137.00
136.00
136.0
0
136.00
136.0
0
136.00
136.00
141.0
0
141.00
141.00
141.00
141.00
141.00
141.00
145.00
142.00
142.00
142.00
142.00
142.00
143.00
143.00
143.00
144.00
144.00
146.
00
135.00
135.00
135.00
135.00
135.00
134.00
134.00
134.0
0
134.0
0
134.00
134.00
134.00
134.00
132.
00
132.00
132.00
132.00
132.00
132.00
132.00
132.00
132.00
131.00
131.00
131.00
131.00
131.00
131.00
131.00
130.00
130.00
130.00
130.00
130.00
130.00
130.00
129.00
129.00
129.00
129.00
129.00
129.00
128.00
128.00
128.00
128.00
128.00128.00
127.00
127.00
127.00
127.00127.00
126.00
126.00
126.00
126.00
125.00
125.00
125.00
125.00
124.00
124.00
124.00
124.00
123.00
123.00
123.00
122.00122.00
122.00
121.00
121.00
121.00
120.00
120.00
133.00
133.0
0
133.0
0
133.00
133.
00
133.00
133.00
133.00
133.00
133.00
133.00
133.00
133.00
133.00
101.00
134.00
134.00
134.00
134.00
134.00
134.00
135.00
135.00
135.00
136.00
BINS
BINS
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Hedge/Foliage Line
Approx Location
Approx Location
Track
Track
Track
Track
Track
Track
STREAM
STREAM
Edge offoliage/brambles
Edge offoliage/brambles
Edge offoliage/brambles
Edge offoliage/brambles
Edge offoliage/brambles
Edge offoliage/brambles
Edge offoliage/brambles
Edge offoliage/brambles
CORNER POST
Approximatefence alignment
Approximatefence alignment
Approximatefence alignment
Approximatefence alignment
Approximatefence alignment
Approximatefence alignment
Approximatefence alignment
Edge offoliage/brambles
Edge offoliage/brambles
Edge offoliage/brambles
Edge offoliage/brambles
Stream
Stream
Stream
Stream
Stream
UNDERSIDE OF BRIDGECULVERT 600MM HIGH
AND 1.5M WIDEAPERTURE
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
Area not clearedof vegetation
Area not clearedof vegetation
HardcoreTrack
HardcoreTrack
HardcoreTrack
HardcoreTrack
Edge ofslope
No accessto this area
No accessto this area
No accessto this area
No accessto this area
Edge ofslope
Edge ofslope
Edge ofslope
Edge ofslope
Edge ofslope
Edge ofslope
Edge ofslope
CarParking
CarParking
CarParking
CarParking
CarParking
CarParking
CarParking
CarParking
CarParking
CarParking
CarParking
CarParking
TarmacRoad
TarmacRoad
Limitedaccess tothis area Limited
access tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
COPPER BEECH
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
ALL LEVELS APPROX
TarmacRoad
TarmacRoad
ApproximateWall
ApproximateFence
MH
MH
MH
114.03 113.70
114.
51
115.42 1
16.46
117.
58
116.5
7
115.22
113.96
113.58
113.53
113.41
114.25
114.87
114.
46
113.4
5
112.
3811
2.00
Doublemetal gate
DITCH500MM DEEP
STREAM
STREAM
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
WoodenGate
Outfallinto ditch
DITCH
DITCH
DITCH
DITCH
DITCH
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Stream
Stream
Stream
Stream
Stream
Stream
Stream
Stream
Stream
Stream
Stream
Stream
Stream
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
STREAM
STREAM
STREAM
STREAM
STREAM
STREAM
STREAM
HardcoreTrack
STREAM
STREAM
STREAM
STREAM
STREAM
STREAM
STREAM
STREAM
HardcoreTrack
HardcoreTrack
HardcoreTrack
HardcoreTrack
HardcoreTrack
HardcoreTrack
HardcoreTrack
HardcoreTrack
No access to this areaContours interpolated
No access to this areaContours interpolated
No access to this areaContours interpolated
No access to this areaContours interpolated
No access to this areaContours interpolated
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
Very dense vegetationNo Access
ALL LEVELS APPROX
ALL LEVELS APPROX
ALL LEVELS APPROX
ALL LEVELS APPROX
ALL LEVELS APPROX
Only levels surveyedTrees not surveyed
STREAM
STREAM
FP
STREAM
STREAM
STREAM
VERY BOGGY - NO ACCESS
Drain
Drain
STREAM
STREAM
STREAM
STREAM
STREAM
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
GAP WITHPIPE
OUTFALL
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
VERY BOGGY - NO ACCESS
VERY BOGGY - NO ACCESS
VERY BOGGY - NO ACCESS
VERY BOGGY - NO ACCESS
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Limitedaccess tothis area
Drain
Drain
Drain
FP
FPFP
FP
FP
FP
FP
FP
FP
EP
TP
TP
TPGP
GP
GP
GP
GP
GP
GP
GP
GP
GP
141.70
142.55
143.06
143.73
144.29
146.91
146.34
146.
02
145.
49
145.47
145.34
145.46
145.47
145.
37
145.47
145.69
145.92
146.19
146.34
147.06
146.55
146.11
145.46
145.22
145.23
145.08
145.21
145.19
145.21
145.16
145.1
8
145.
15
145.20
145.19144.79
144.29
143.88
144.18144.2
7
144.2
1
144.
49
144.84
145.26
142.20
142.36
142.35
142.34
142.44
146.70
146.40
145.9
6
145.
65
145.3
2
145.2
1
144.9
2
144.7
1
144.3
2
144.1
6
143.7
0
143.37
143.3
2
143.
18
143.05143.30
143.38
143.54
143.2
8
142.5
7
142.46
142.64
142.70
142.93
143.09143.04
142.84
142.42141.86
141.36142.59
142.70
142.86
146.51
145.64
145.25
145.62
146.37
147.00
147.08
147.59
148.07
148.
74
150.0
1
149.99
148.09
148.
28
148.
83
149.
39
142.52
149.92
150.24
150.
20
150.0
0
150.16
150.29
150.65
150.
79
151.1
7150.92
150.88
150.46
150.36
149.24
149.21
149.
25
149.18
149.36
149.26
149.22
149.
26
149.
47
149.70149.38
149.24
149.24
149.78
149.35148.85
148.67148.
43
150.73
149.33
148.10
147.21
146.81 146.52146.48
150.60
149.85
149.22148.20
147.87
147.47147
.74
148.
67
149.0
6
149.4
8
149.7
3
149.7
7
150.0
2
150.17
150.21
150.4
5
150.67
151.0
9
151.5
8
148.09
147.65
146.82146.89
147.51
147.98
148.45
146.87
147.42
148.03
148.27148.37
148.47
148.20
147.7
7
146.8
6
145.7
4
145.0
4
144.9
1
144.4
2
143.9
1
143.5
6
143.1
9
142.
98
142.80
142.50
142.22
141.87
141.26
141.66
142.47142.65142.84
142.74
142.7
5
142.8
4
142.3
2
141.9
2
141.4
7
141.16
140.77
140.
61
139.48
151.5
4
150.8
6
150.5
5
149.9
6
149.
73
149.48149.30
149.02
148.62
148.00
147.55
152.4
6
153.0
7
154.3
7
146.44
147.11
144.95
144.84
144.70
144.52
144.39
144.1
4
143.6
4
142.5
0
142.9
4
143.08
143.13
143.26
143.55
143.74
143.92
143.84
143.78
143.89
143.91
143.72
143.56
143.39
143.10
143.0
8
142.8
7
142.6
0
142.4
1
141.9
3
141.93
141.74
141.96
142.32
142.55
143.21142.62
141.19
140.14
139.50
139.06138.82 138.65
138.84
138.77
138.41
137.73
137.01
136.64
136.65
136.49
136.38
135.84
135.37
135.25
134.92 134.69
134.88
135.0
3
134.9
2
134.
70
134.
55
134.
40
137.0
9
137.2
7
137.3
8
137.21
137.32
137.35
137.37
137.48
138.01
138.40
138.88
139.46139.77
139.84
139.74
140.33
140.75
141.80
142.53
142.
96
143.1
8
143.37
143.45
143.46
136.59
136.36
136.00
135.71
136.5
4
136.75
136.83136
.78
136.65
136.50
135.96
135.65
133.
52
133.
87
134.2
1
134.
89
135.30135.42
135.
69
136.
06
136.
3513
6.03
135.
7413
5.51
135.28
135.
25
134.
40
134.0
5
133.
63
133.
21
134.46
134.64
134.69
134.64
134.88
134.84
134.94
134.93134.9
5
134.8
7
134.6
8
134.9
3
134.6
6
134.09
134.65
134.78
134.95
134.76
134.96
135.11
135.25
135.29
135.65
136.28136.72
136.
9013
6.93
137.
1213
7.26
137.
43
137.
82
138.
1813
8.30
138.
60
138.
7413
8.81
138.
94
140.13 140.33
142.16
141.87141.74
141.66
141.1
7
139.
89
139.
44
138.
95
139.
10
138.
98
138.8
5
138.75
136.
26
136.
46
136.
77
137.
13
137.
55
138.
02
138.
4413
8.69
139.10
139.1
7
139.67
139.78
139.32
139.21
136.
52
136.
87
137.
09
137.
37
137.
98
138.
51
139.
0313
9.24
139.
29
139.65
139.85
140.36
141.81
141.03
140.62139.91
139.24
138.81
139.03
139.55
140.59
141.14141.04
138.51
139.12
139.54
139.20
141.01141.
14
141.2
3
141.4
7
141.8
2
141.73
141.96
142.05
141.74
141.48141.72
142.49
142.5
1
149.56
149.60
FRENCH DRAIN
MH
PIPE
CANNOT GET TO CORNER
EXTENT OF LARGE OAK
2.8
3.1M
3.2M
offset hedge 1.2m
CABLE OVERHEAD
BUILDING PERP - 3.61M TO CORNER
WOODEN GATE
WET GROUND
BASE OF BANK
TREE CANOPY
APPROX
APPROX
APPROX
APPROX
APPROX
APPROX
BUND
INVERT OF 300MM PIPE
DITCH RUNNING ALONG HEDGE
OAK
142.00
142.00
142.00
142.
00142.00
143.00
143.00
143.00143.00
144.00
144.00
144.00
144.00
145.00
145.00
145.00
145.00
145.00
146.00
146.00
146.00
146.0
0
146.00
147.00
147.00
147.00
147.00
147.00
140.00
141.00
141.00
141.00
154.00
153.00
153.00
152.00
152.00
152.00
151.00
151.00
151.00
150.00
150.00
150.00
150.00
150.00
150.0
0
150.00
150.0
0
150.00
149.00
149.00
149.00
149.00
149.00
146.00
146.00
146.00
148.00
148.00
148.00
148.00
148.00
148.00
147.00
147.00
147.00
145.00
145.00
145.00
143.00
142.00
142.00
141.00
141.0
0
141.00
140.00
140.0
0
140.00
139.00
139.00
139.00
138.00
138.00
137.
00
137.00
134.00
136.00
136.00
136.0
0
136.00
136.00
136.00
136.00
141.00
135.00
139.00
139.00
138.00
138.00
137.00
137.00
143.00
139.
00
Very dense vegetationNo Access
BUND
BUND
BUND
BUND
Very dense vegetationNo Access
Dashe
d line
is appr
ox hed
ge alig
nment
Dashe
d line
is appr
ox hed
ge alig
nment
Dashe
d line
is ap
prox h
edge
align
ment
Dash
ed lin
e is a
pprox
hedg
e alig
nmen
t
DITCH RUNNING ALONG HEDGE
Pond
Pond
Pond
Pond
Pond
Pond
Pond
Pond
Approx trunklocation
Ditch
Ditch
Ditch
Dash
ed lin
e is a
ppro
x hed
ge al
ignme
nt
Dashed line is approx hedge alignment
FOLIAGE LINESURVEYED AS
CANNOT SEE HEDGE
FOLIAGE LINESURVEYED AS
CANNOT SEE HEDGE
FOLIAGE LINESURVEYED AS
CANNOT SEE HEDGE
FOLIAGE LINESURVEYED AS
CANNOT SEE HEDGE
Dash
ed lin
e is a
ppro
x hed
ge al
ignme
nt
Dashe
d line
is ap
prox h
edge
align
ment
Dash
ed lin
e is a
pprox
hedg
e align
ment
Dashe
d line
is ap
prox h
edge
align
ment
Dash
ed lin
e is a
pprox
hedg
e align
ment
Dashe
d line
is appr
ox hed
ge alig
nment
Dash
ed lin
e is a
pprox
hedg
e align
ment
Track
Track
Track
Track
Track
Track
Track
Track
Track
Dashed line is approx hedge alignment
Dashed line is approx hedge alignment
Hedge
Hedge
Hedge
Hedge
Track
Track
Track
Track
Track
HedgeFoliage Alignment
HedgeFoliage Alignment
HedgeFoliage Alignment
HedgeFoliage Alignment
HedgeFoliage Alignment
Foliage Alignment
Foliage Alignment
Foliage Alignment
Foliage Alignment
EP
HedgeFoliage Alignment
HedgeFoliage Alignment
HedgeFoliage Alignment
Septic Tank
HedgeFoliage Alignment
HedgeFoliage Alignment
HedgeFoliage Alignment
ApproximateBuilding Alignment
HedgeFoliage Alignment
HedgeFoliage Alignment
HedgeFoliage Alignment
Foliage Alignment
Foliage Alignment
Foliage Alignment
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Foliage Alignment
Foliage Alignment
Foliage Alignment
Foliage Alignment
Foliage Alignment
Foliage Alignment
Foliage Alignment
Foliage Alignment
Foliage Alignment
Foliage Alignment
Foliage Alignment
Foliage Alignment
Foliage Alignment
Foliage Alignment
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
BASE OF BANK
TREE CANOPY
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
ApproximateBuilding Alignment
ApproximateBuilding Alignment
ApproximateBuilding Alignment
ApproximateBuilding Alignment
RoughTrack/Road
RoughTrack/Road
RoughTrack/Road
RoughTrack/Road
RoughTrack/Road
RoughTrack/Road
RoughTrack/Road
ApproximateBuilding Alignment
ApproximateBuilding Alignment
Hedge
Hedge
Hedge
Hedge
Hedge
SwimmingPool
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
TarmacRoad
LOW POINT
RS
RS
RS
RS
RS
TP
TP
TP
TP
TP
GP
GP
GP
Wall Ht
Wall Ht
GLED199.255
2SF95.164
3SF95.165
96.43
96.38
96.39
96.35
96.12
96.16
96.17
96.12
96.27
96.29
96.13
96.19
96.32
96.42
96.41
96.40
95.63
95.66
95.77
95.80
95.89
96.10
95.26
95.31
95.47
96.15
96.24
96.1796.02
96.03 95.94
95.60
95.52
95.46
95.54
95.44
95.56
95.52
95.28
95.48
95.44
95.58
95.72
95.69
95.79
95.83
96.23
95.9
9
95.7
5
95.6
5
95.4
9
95.4
9
95.49
95.50
95.45
95.38
95.4295.44
95.44 95.30 95.33
96.52
96.45
96.47
96.2996.24
96.2996.37
96.33
96.33
96.41
96.5296.59
96.64
96.43
96.56
96.67
96.71
96.75
97.06
96.90
97.00
96.84
96.73
96.57
96.4
8
96.6
0
96.77
96.97
96.79
96.86
96.92
96.96
96.96
97.04
97.18
97.10
97.17
97.3697.75
98.64
98.64
98.64
98.67
98.66
98.41
97.13
97.26
97.21
97.21
97.23
97.34
98.0398.10
99.91
99.64
98.47
98.36
98.21
98.31
98.26
98.30
98.33
98.42
98.59
98.59
98.65
98.69
98.3898.49
98.74
99.03
98.99
98.94
99.06
99.33
99.2098.9398.79
98.6398.4398.1897.7397.69
98.43 98.5298.60 98.84
99.04
99.53
99.50
99.38
99.27
99.51
95.27
95.30
95.38
95.47
95.40
95.23
95.31
95.7995.49
95.37
95.30
95.51
94.90
94.88
94.87
94.84
94.80
94.89
94.79
94.70
94.71
94.50
94.76
94.73
94.63
94.73
94.72
94.87
94.97
94.93 94.97
95.00
94.97
95.09
95.22
95.21
95.8495.53
95.8095.78
95.74
95.80
95.81
95.66
95.47
95.56
95.69
95.74
96.18
95.94
96.35
96.12
96.0396.46
97.35
98.60
98.90
98.38
98.01
97.26
96.12
96.07
96.20
96.40
96.56
96.56
95.80
95.52
95.75
95.70
95.75
95.66
95.47
95.40
95.90
95.86
95.48
95.41
95.35
95.3295.36
95.44
95.40
95.27
95.31
95.34
95.45
95.44
95.52
95.45
95.45
95.47
95.46
95.70
95.75
95.89
95.84
95.92
95.96 95.9296.09
96.82
97.14
97.37
96.84
96.9096.97
97.1097.13 97.10 97.18
97.36 97.5297.62
97.91
98.28
98.7098.99
96.8697.01
97.23
97.46
97.83
98.51
99.16
99.84
100.61100.78
101.00
101.19
101.41
101.29
101.04
100.83
100.54
100.38
100.15
96.79
96.67
96.53
96.35
96.18
96.08
95.99
95.96
95.89
95.92
95.86
95.74
95.45
95.13
94.93
94.80
94.67
94.56
94.45
94.56
94.67
94.80
94.88
95.04
95.12
95.19
95.24
95.29
95.3395.50
95.59
95.89
96.00
95.99
96.06
96.10
96.16
96.22
96.27
96.35
96.42
96.57
96.69
96.77
LEVEL AT BOTTOM OF WASTE BIN
CORNER
EDGE OF CONCRETE
FIR
ESTIMATE OF EDGE OF HARD STAND
START OF KERB
ELECTRIC BOX
CENTRE LINE OF 200MM GULLY
IC
GULLY
MH
HEDGE IS 1.4M HIGH
MORE FOLIAGE LINE
SHOT PUTT
LEVEL IN STREAM
CROWN
APPROX 1.0M WIDE OPENING BUT WATER SO HIGH ITWAS DIFFICULT TO SEE EDGES
CHECK ON ROAD LEVEL
LEVEL IN STREAM
APPROX
APPROX
CHECK
CHECK
NETS
20 MPH
LEVEL OF GULLY FALLING INTO STREAM
96.00
96.0
0
96.00
101.
00
100.
00
99.0
0
97.0
0
97.00
98.0
0
98.00
99.00
99.00
95.00
95.00
95.00
95.0
0
95.00
99.00
99.00
99.00
100.00
97.00
97.00
97.00
97.00
97.00
97.00
97.00
97.00
97.00
97.00
96.00
96.00
96.00
96.0
0
96.00
96.00
96.00
96.00
96.00
96.00
96.00
96.00
98.00
98.00
98.00
98.00
98.00
96.00
96.00
RS
TP
WW
G
94.5
994
.12
94.06
93.88
93.64
93.59
93.46
93.41
93.49
93.71
93.89
94.08
94.13
94.20
94.26
94.28
94.20
94.1394.20
94.31
94.8
9
95.2
5
93.41
93.38
93.77
93.57
93.4193.33
93.46
93.26
93.23
MH
EDGE OF CONCRETE
Overhead treecanopy Overhead tree
canopy
Overhead treecanopy
Overhead treecanopy
Overhead treecanopy
Overhead treecanopy
Overhead treecanopy
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
Hedge
HedgeHedge
Hedge
Hedge
Bins
Bins
Bins
Bins
Bins
Bins
Golf
Golf
Golf
Golf
Golf
Golf
Golf
Golf
Golf
GPGP
GP
GP
GPGP
GP
GP
GPS3118.254
GPS4136.322
GPS5131.321
108.86
108.68108.77
109.12
109.06
109.14
109.1
1
109.
57
109.
67
109.
70
109.
80
109.
88
110.0
7
110.35
110.15
110.37
110.14
117.2
4
116.9
0
116.6
8
115.7
6
115.7
5
116.0
2
116.2
8
119.
50
119.
41
119.0
5
118.6
7
118.70
118.54
118.
3311
8.57
118.
6811
8.80
118.
8411
8.99
119.
06
118.
75 118
.88
119.
46
119.
46
120.
1212
0.12
121.
19
121.
19
122.
18
123.
24
124.
38
124.
9812
4.84
124.
24
120.
0012
0.01
120.
4612
0.84
121.
4812
2.05
122.
43
122.86
123.
5712
3.77
124.
77
125.
78
126.
99
128.
32
128.
9612
8.30
127.
89
126.
93
125.
84
125.
00
124.
67
124.
23
123.7
3
123.
43
122.
98
122.
63
122.
33
122.14
122.24
121.
89
121.
3412
1.17
120.97
121.25
121.
21
120.67120.14
120.12
120.14
119.58
115.52
114.05
112.
87
112.
59
112.98
PINE
CROWN OF PIPE
PIPE
TREE LAID DOWN
TREE LAID DOWN
CONIFERLAID DOWN CONIFER
PINE
PINE
PINE
PINE
PINE
PINE
TREE LAID OVER
PINE
PINE
PINE
KING POST
PINE
INVERT OF 275MM PIPE
ROCK OUTCROP
APPROX
CHECK
SMALL TREE
109.00
112.00
114.00
113.00
110.00
111.00
110.00
113.00
114.00
116.00
118.00
117.00
119.00
119.00
118.00
118.00
117.00
117.00
116.00
119.00
127.00
126.00
125.00
123.00
122.00
121.00
120.00
109.00
Features surveyed as check measurements
Features surveyed as check measurements
Features surveyed as check measurements
Features surveyed as check measurements
Foliage alignment
Foliage alignment
Foliage alignment
Foliage alignment
Foliage alignment
Foliage alignment
130 m
120 m
120 m
125 m
125 m
125 m130 m
135 m
140 m
145 m
150 m
DetentionBasin
DetentionBasin
CulvertCulvert
DetentionBasin
DetentionBasin
DetentionBasin
DetentionBasin
Existing outfall 300Ø
144mOD145.2mOD145.5mOD
149mOD150.2mOD
150.5mOD
136mOD136.28mOD
110mOD
111.25mO
D111.52mO
D
Exceedance flood flow routeto quarry, formed aroundrestored spoil tip.
DetentionBasin
DetentionBasin
Balland Pit
134mOD
114.
8mO
D
117.
6mO
D
114.
7mO
D
117.
3mO
D
118.00
119.00
112.00
113.00
114.00
115.00
116.00
117.00
118.00
119.00
104.00
105.00
106.00
107.00
108.00
109.00
110.00
111.00
107.
00
108.
00
108.00
104.
00
105.
00
106.
00
113.00
114.0
0115
.00
116.0
0117.
00118
.00119
.00120
.00
121.0
0122.0
0
121.00 122.00
103.0
0104.0
0105.001
06.001
07.0010
8.0010
9.00110
.00111.
00112.
00
115.00
116.00
117.00
118.00
119.00
120.00
121.00
122.00
123.0
0124.
00125
.00
125.00
102.00
103.00
104.00
105.00
106.0
0
107.00
108.00
109.00
110.00
111.00
112.00
113.00
114.00
130.0
0
115.0
0116.0
0
117.0
0
118.0
0
119.
00120.0
0121.0
0122.0
0123.0
0124.0
0125.0
0126.0
0127.0
0128.0
0129.0
0
129.00 130.00
102.0
010
3.00
104.
0010
5.00
106.0
010
7.00
108.0
010
9.00
110.
0011
1.00
112.0
011
3.00
114.0
0
115.00
116.00
117.00118.
00119.
00120
.00121.
00122
.00123
.00124.
00125
.00126
.00127.
00128.
00129
.00130.
00131
.00
113.00114.00
131.00
103.00
104.00
105.00
106.00
107.00
108.00
109.00
110.00
111.00
112.00
124.0
0125.0
0126.0
0127.0
0
116.0
0117.0
0118.0
0119
.00120
.00121
.00
122.0
0123.0
0
103.0
0
104.0
0
105.0
0
106.0
0
107.0
0
108.0
0
109.0
0
110.0
0
111.0
0
112.0
0
113.0
0
114.0
0
115.00
114.00115.00
116.00117.00
118.00
111.00 112.00 113.00114.00 115.00
112.00 113.00 114.00 115.00 116.00 117.00 118.00 119.00
99.00
96.0097.00
98.00
91.00 92.00 93.0094.00 95.00
109.00
110.00
100.00
111.00
101.00102.00
103.00104.00
105.00
106.00
107.00
108.00
111.00
116.00
112.00 113.00 114.00 115.00
117.00
91.00 92.00
96.00
88.0089.00
90.00
93.00 94.00 95.00
85.00 86.0087.00
97.00 98.00 99.00
100.00
101.00102.00
103.00
104.00
105.00106.00
107.00
108.00
109.00
110.00
88.00
89.00
90.00
91.00 92.00 93.00
97.00 98.00 99.00
86.00
87.00
94.00 95.00 96.00
100.00
108.00 109.00
107.00
101.00102.00
103.00104.00105.00
110.00 111.00 112.00
113.00 114.00 115.00
116.00 117.00
106.00
96.00
93.00
94.00
95.00
90.00
91.00
92.00
98.00 99.00
97.00
100.00
101.00
111.00 112.00 113.00 114.00 115.00 116.00 117.00
102.00 103.00 104.00 105.00 106.00 107.00 108.00 109.00 110.00
85.00
85.00
88.0089.00
90.00
100.00
102.00 103.00 104.00 105.00 106.00 107.00 108.00 109.00 110.00 111.00 112.00 113.00 114.00 115.00 116.00 117.00
86.00 87.00 91.00 92.00
93.00
94.0095.00
96.00
97.00 98.0099.00
101.00
95.00
85.0086.0087.00
84.00
89.0090
.0091.0092.0093
.0094.00
88.00
96.009
7.0098
.0099.0010
0.00
101.0
0102.0
0103.0
0
101.0
0
92.00
96.00
86.00
87.00
94.00
88.00
89.00
90.00
91.00
94.00
97.009
8.0099
.00100
.00
82.00
83.0084
.0085.0
0
93.00
94.009
5.00
102.0
0
94.00
100.00101.00
92.0093.
00
87.0088.0
089.0090
.0091.00
95.0096.00
97.00
83.0084.
0085.0086.00
98.0099.00
102.00
84.0085
.0086.0087
.0088.00
89.0090.0
091.0092.
0093.0094.
00
82.0083
.00
82.00
99.00100
.00
94.00
96.0097
.0098.00
94.0095
.00
101.0
0
93.00
83.00
84.0085.
0086.0087.
0088.0089.
0090.0091.
0092.00
98.0099.
00100.0
0
94.0
095.0
096.0
097.0
0
85.00
86.00
87.00
88.00
83.0084.00
91.00
93.0094.0095.00
96.0097.0098.0099.00
100.00101.00
92.00
89.0090.00
102.00
99.0010
0.00101
.00
87.0088
.0089.0090
.0091.0092
.00
83.0084
.0085.0086
.00
102.00
93.0094
.0095.0
096.009
7.0098.
00
88.0086.00
87.00
91.00
92.00
85.00
41 m
95 m
14 m
Copyright © Atkins Limited (2014)
Mill
imet
res
100
100
Date
DesignedScale
Drawing Title
Project Title
Drawing Status
Date Date Date
Drawn Checked Authorised
Client
Original Size
Suitability
Drawing Number Revision
Rev. Date Description By Chk'd App'd
LINHAY HILL QUARRYPROPOSED EXTENSION
Atkins LimitedThe OctagonPynes Hill CourtRydon LaneExterEX2 5AZ
Telephone +44(0)1392 352900Fax +44(0)1392 352999
www.atkinsglobal.com
NOTES
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL MEASUREMENTS ARE IN METRES UNLESS STATEDOTHERWISE
3. BASE PLAN IS OS MASTERMAP WITHIN MINORMODIFICATIONS BY ATKINS
© Crown copyright and database rights 2015 Ordnance Survey 0100031673
A1
1:2500 @A1 TSM SSM ATF
01.04.16 01.04.16 21.04.16 22.04.16
AH
LINHAY-ATK-S3-C-PL-3001 P0
STAGE 3DRAINAGE STRATEGY
Plan Legend and Notes
1. See Flood Risk Assessment for initial designdetails.
FOR PLANNING S0
AutoCAD SHX TextSamastar
AutoCAD SHX TextIssues
AutoCAD SHX TextTrack
AutoCAD SHX TextTank
AutoCAD SHX Text207.6m
AutoCAD SHX TextIssues
AutoCAD SHX TextIssues
AutoCAD SHX TextIssues
AutoCAD SHX TextSinks
AutoCAD SHX Text133.8m
AutoCAD SHX TextCamp Site
AutoCAD SHX TextHigher Mead Farm
AutoCAD SHX TextSpring
AutoCAD SHX TextSixth Form Centre
AutoCAD SHX TextWater
AutoCAD SHX TextSouth Dartmoor
AutoCAD SHX TextCommunity College
AutoCAD SHX TextPump
AutoCAD SHX TextWaye
AutoCAD SHX TextSpoil Heap
AutoCAD SHX TextCoach
AutoCAD SHX TextHouse
AutoCAD SHX TextHouse
AutoCAD SHX TextThe
AutoCAD SHX TextWaye Farm
AutoCAD SHX TextThe
AutoCAD SHX TextCottage
AutoCAD SHX TextWaye
AutoCAD SHX TextWaye Court
AutoCAD SHX TextTrack
AutoCAD SHX TextTrack
AutoCAD SHX TextTrack
AutoCAD SHX TextPond
AutoCAD SHX TextLittle Caton
AutoCAD SHX TextThe Nook
AutoCAD SHX TextA 38
AutoCAD SHX TextCaton House
AutoCAD SHX TextCaton
AutoCAD SHX TextThe Barn
AutoCAD SHX Text126.5m
AutoCAD SHX TextLay-by
AutoCAD SHX TextCaton Cottage
AutoCAD SHX TextSinks
AutoCAD SHX TextWestdown Cottage
AutoCAD SHX TextJasmine Cottage
AutoCAD SHX TextAshmoor Recreation Centre
AutoCAD SHX TextConveyor
AutoCAD SHX TextConveyor
AutoCAD SHX TextSinks
AutoCAD SHX TextIssues
AutoCAD SHX TextConveyor
AutoCAD SHX TextTanks
AutoCAD SHX TextCross
AutoCAD SHX TextStawell's Bush
AutoCAD SHX TextTrack
AutoCAD SHX TextBoggy Ground
AutoCAD SHX TextTrack
AutoCAD SHX TextLower Waye
AutoCAD SHX TextTrack
AutoCAD SHX TextFB
AutoCAD SHX TextSinks
AutoCAD SHX TextMomalda
AutoCAD SHX TextTrack
AutoCAD SHX TextConveyor
AutoCAD SHX TextThree
AutoCAD SHX TextGates
AutoCAD SHX Text108.8m
AutoCAD SHX TextMEAD CROSS
AutoCAD SHX TextTrack
AutoCAD SHX TextGP
AutoCAD SHX TextPark
AutoCAD SHX TextA 38
AutoCAD SHX Text125.6m
AutoCAD SHX TextClub
AutoCAD SHX TextLower Mead Bungalow
AutoCAD SHX TextLay-by
AutoCAD SHX Text118.6m
AutoCAD SHX TextPath
AutoCAD SHX TextTrack
AutoCAD SHX TextHoliday
AutoCAD SHX TextGALE ROAD
AutoCAD SHX TextALSTON CROSS
AutoCAD SHX Text110.3m
AutoCAD SHX TextFarm
AutoCAD SHX TextParkers
AutoCAD SHX TextCottage
AutoCAD SHX TextPrimrose
AutoCAD SHX TextThe
AutoCAD SHX TextBarn
AutoCAD SHX TextPond
AutoCAD SHX TextA 38
AutoCAD SHX Text136.6m
AutoCAD SHX TextTrack
AutoCAD SHX TextLower
AutoCAD SHX Text143.9m
AutoCAD SHX TextMead Farm
AutoCAD SHX TextROCKPARK CROSS
AutoCAD SHX Text149.4m
AutoCAD SHX TextIssues
AutoCAD SHX TextTrack
AutoCAD SHX TextSinks
AutoCAD SHX TextAlston
AutoCAD SHX TextIssues
AutoCAD SHX TextTrack
AutoCAD SHX TextIssues
AutoCAD SHX TextSinks
AutoCAD SHX TextFormer Pond
AutoCAD SHX TextIssues
AutoCAD SHX TextIssues
AutoCAD SHX TextIssues
AutoCAD SHX TextSinks
AutoCAD SHX TextSinks
AutoCAD SHX TextSinks
AutoCAD SHX TextIssues
AutoCAD SHX TextIssues
AutoCAD SHX Text112
AutoCAD SHX Text114
AutoCAD SHX Text116
AutoCAD SHX Text118
AutoCAD SHX Text120
AutoCAD SHX Text124
AutoCAD SHX Text126
AutoCAD SHX Text128
AutoCAD SHX Text130
AutoCAD SHX Text132
AutoCAD SHX Text134
AutoCAD SHX Text136
AutoCAD SHX Text138
AutoCAD SHX Text140
AutoCAD SHX Text142
AutoCAD SHX Text144
AutoCAD SHX Text122
AutoCAD SHX TextSchematic of existing spoil tip planned final contours as per drawing BS1571/4/20 Revised Tipping Scheme - Landcaping, approved for Condition 4 of 1998 planning application 5/31/286/97/03.