ipx - 1 0 3 0 x - 1 03 x - 1 0 2 5 0 x - 1 02 5 x - 1 0 2 0 x - 1 0 2 0 0 x - 1 0 5 0 x - 1 0 1 5 0...
TRANSCRIPT
X-1103
00
X-1103
00
X-11025
0
X-1102
50
X-11020
0
X-110200
X-110150
X-11015
0
X-11010
0
X-1101
00
X-1100
50
X-110050
X-110000
X-11000
0
X-10995
0
X-1099
50
X-10990
0
X-109900
X-10985
0
X-10985
0
X-1098
00
Y67000
Y67000
Y67050
Y67050
Y67100
Y67100
Y67150
Y67150
Y67200
Y67200
Y67250
Y67250
Y67300
Y67300
Y67350
Y67350
Y67400
Y67400
Y67450
Y67450
Y67500
Y67500
Y67550
Y67550
Y67600
Y67600
た め池
400（ 300X300）
岩
林道今泉 線
コンクリート法枠
φ300
H19-1
H19-2
H19-3
H19-4
H19-5
H19-6
H19-7
H19-8
H19-9
H19-10
H19-11
H19-12
H19-13
H19-14
H19-15
H19-16H19-17
H19-18
H19-19
H19-20
H19-21
H19-22
H19-23
H19-24
H19-25
H19-26
H19-27
H19-28
H19-29
H19-30
H19-31
H19-32
H19-33
H19-34
H19-35H19-36
301
302
15.45
14.86
15.89
14.98
14.89
14.32
13.86
14.48
14.98
15.74
16.48 16.37
16.75
17.08
47.92
49.22
50.55
48.65
62.65
58.85
53.17
51.77
55.43
59.34
49.99
57.79
49.71
57.24
61.61
65.11
59.65
57.67
59.85
44.42
52.45
41.87
58.29
76.51
64.03
50.43
68.03
38.63
74.89
54.76
71.42
54.85
57.16
62.32
63.72
63.13
63.35
64.49
58.59
60.77
57.4949.71
66.31
59.22
55.28
56.61
59.61
62.87
53.71
68.11
48.75
77.97
73.66
68.92
71.51
58.46
80.24
55.88
82.16
49.56
75.02
71.05
67.28
68.09
68.28
66.55
74.93
74.12
73.06
72.10
72.84
74.71
74.92
74.69
77.35
82.65
79.47
87.40
77.90
84.74
81.04
78.06
54.59
56.58
62.08
67.69 60.15
63.65
67.72
57.72
62.18
71.86
70.24
72.35
76.33
72.41
65.65
50.23
57.90
51.89
56.88
67.50
60.67
78.15
83.51
78.13
84.34
76.24
76.80
73.29
71.55
70.44
66.45
68.30
64.59
70.77
64.45
63.22
84.50
64.45
77.36
68.73
63.95
66.14
62.9661.68
68.79
73.60
57.70
55.10
70.88
75.25
55.33
73.42
70.93
71.25
64.98
47.39
62.07
53.90
44.12
49.73
49.66
51.64
48.55
62.95
56.21
56.66
61.01
65.87
66.49
74.36
73.80
77.60
79.36
72.09
76.41
71.45
71.86
68.66
67.56
64.18
54.50 58.97
58.43
65.55
62.86
64.01
61.17
54.32
61.78
57.41
57.30
54.53
50.87
53.75
53.56
51.93
52.82
53.13
51.93
55.08
51.05
58.41
73.99
72.24
67.46
53.32
51.76
62.57
61.84
62.13
59.98
61.64
60.69
64.10
62.52
64.53
68.80
66.27
70.69
79.27
82.10
75.09
86.59
75.11
82.94
75.5879.43
76.92
88.45
79.71
78.85
86.32
83.96
83.05
87.91
83.2883.71
80.18
76.04
75.37
73.67
74.41
67.91
62.26
64.76
74.11
68.48
68.04
63.24
65.37
61.01
65.87
65.50
66.61
69.18
61.88
67.46
69.61
65.44
68.65
69.39
70.87
72.97
71.55
58.86
65.80
64.03
61.92
52.08
51.64
58.1360.55
56.95
63.33
63.20
56.01
62.63
75.46
53.24
76.84
49.63
52.60
55.83 57.52
50.46
55.26
54.00
55.24
55.06 58.28
67.56
60.06
73.59
70.06
58.01
57.25
55.16
72.11
70.68
68.96
64.86
51.80
61.34
64.97
66.08
48.87
45.60
46.39
49.65
44.94
48.10
59.03
48.38
54.05
50.9259.07
46.34
61.05
62.25
43.94
65.38
46.23
43.75
43.48
43.65
44.47
49.81
60.30
57.55
46.66
41.92
48.07
44.52
53.13
52.87
76.89
76.19
74.80
76.15
77.18
76.88
76.90
77.45
79.2578.72
78.22
73.80
78.52
72.43
72.95
67.90
67.39
64.63
67.75
63.59
66.19
67.93
70.69
65.98
69.0971.59
73.4676.52
78.20
74.31
53.39
90.04
76.10
53.34
82.60
67.03
58.95
55.91
61.34
57.22
58.43
87.00
58.01 60.06
63.69
59.25
60.59
61.49
79.89
62.43
61.74
74.55
67.62
66.62
65.94
69.28
64.70
61.41
70.31
55.12
55.51
54.63
53.27
82.01
47.52
44.08
79.31
79.46
52.15
53.23
47.26
79.69
76.74
45.83
45.50
66.41
47.83
60.97
55.71
53.71
50.57
52.26
58.88
68.10
63.53
63.03
56.63
40.30
57.75
61.99
63.64
74.24
54.47
71.71
77.12
81.75
75.77
70.90
54.06
69.99
49.10
68.42
43.43
32.90
40.64
64.26
43.70
44.45
63.72
49.49
51.58
62.57
57.53
55.02
52.29
49.68
47.47
22.36
22.83
29.87
31.85
29.48
32.39
31.75
26.55
26.66
33.55
50.22
43.21
43.58
45.59
47.10
53.28
53.56
52.51
52.00
51.73
53.57
51.33
53.29
50.19
51.78
51.28
44.66
47.40
43.26
36.00
30.39
31.06
31.06
25.90
15.57
14.19
14.47
14.84
15.14
18.52
20.74
22.06
24.54
40.10
16.08
16.36
17.13
23.84
38.35
39.22
50.95
51.75
43.70
32.46
22.35
17.33
40.28
37.61
37.58
37.34
38.31
39.26
42.01
41.11
52.39
51.90
54.68
53.81
48.02
46.18
44.82
42.65
42.4241.67
43.32
46.55
41.77
41.58
41.69
41.61
36.22
38.95
39.86
36.13
43.51
45.56
54.61
64.26
68.36
67.42
83.71
76.59
68.28
64.62
54.77
58.45
56.45
50.67
51.83
47.01
46.02
45.54
42.81
38.02
49.17
53.21
48.70
54.57
49.08
57.97
58.88
46.38
44.01
51.94
45.87
46.93
42.12
53.13
53.45
40.13
50.08
45.27
49.10
44.03
40.77
39.81
41.14
40.37
39.93
39.83
39.86
42.13
42.24
42.07
42.27
33.41
32.54
32.08
32.44
31.91
33.53
33.07
32.60
40.00
48.81
53.16
39.26
38.18
37.09
35.20
34.2134.66
35.55
35.64
34.31
33.47
32.76
39.07
44.09
37.71
38.37
41.35
30.11
55.42
38.22
36.3051.13
55.42
59.51
61.28
55.94
55.51
54.10
49.31
66.72
47.96
65.75
67.43
44.52
45.60 45.77
61.81
42.71
55.94
50.50
54.02
57.40
77.32
72.78
73.76
42.6171.06
73.57
70.83
43.24
43.17
46.45
45.01
42.04
46.54
48.83
52.60
58.5158.55
51.89
42.94
46.47
41.05
31.50
37.66
39.91
32.12
42.63
37.42
38.72
41.94
32.99
38.76
33.34
36.51
35.17
32.79
31.8030.36
30.34
34.12
56.84
62.20
46.83
62.28
60.92
41.50
49.69
37.57
45.96
31.55
34.70
39.03
29.63
42.39
19.00
20.84
47.10
22.67
28.01
32.36
24.9926.38
31.38
33.65
36.11
18.19
45.18
38.53
35.04
26.10
20.08
41.85
35.20
57.45
28.97
65.07
39.94
46.84
37.42
29.05
27.98
22.15
21.73
22.12
28.43
40.14
34.21
58.91
26.51
21.78
26.32
36.57
42.43
44.51
46.37
42.90
47.73
45.11
46.18
45.86
39.87
32.56
34.45
27.91
30.46
24.95
37.16
27.63
28.51
47.99
24.52
41.96
33.84
31.97
45.89
35.51
36.46
28.99
33.68 31.98
37.28
35.03
45.09
45.63
51.88
41.29
38.51
39.47
68.49
76.75
73.16
80.79
63.44
56.17
45.53
42.67
37.31
46.33
53.52
58.53
82.05
68.47
67.12
53.45
62.0962.34
52.28
49.78
39.42
36.15
42.17
42.59
54.79
58.40
75.97
76.78
64.39
54.46
47.69
47.87
36.63
39.52
38.1740.12
17.89
21.32
19.39
18.32
18.02
18.19
16.0015.35
16.66
16.69
29.57
30.43
29.49
29.00
29.25
29.33
29.38
29.88
29.85
27.70
29.23
25.75
26.71
21.98
20.90
20.33
19.68
17.95
23.49
24.90
25.50
29.92
36.46
垂 井ケ 沢地 区陸 前高 田市 気仙町
計画 堆砂 平面 図
1:500
1
39
其
全 枚 ノ中
平 成 年 度
縮 尺
工 事
岩手 県大 船渡 地方振 興局 土木 部
NO．23
NO．22
IP．6
IP．5
IP．4
IP．3
IP．2
IP．1
NO．O
NO．1
NO．2
NO．3
NO．4
NO．4＋18．50
NO．5
NO．5＋11．00
NO．6
NO．6＋10．00
NO ．7
N O．8
NO．8＋4．1 7
NO．8 ＋10．00
N O．9
NO．9＋8．00
NO．10
NO．11
NO．12
+10.00
NO．13
NO．14
+15.29
NO．15+ 0.30
NO．16+ 1.08
NO．17
NO．17＋10．00
NO．18
NO．18＋14．00
NO．19
NO．19＋12．20
NO．20
NO．20＋9．50
NO．21
R=80
R=40 R=50
R=100
TNO.4
TNO.0
+2.15
TNO.1
TNO.2
TNO.3
EC.6=NO.20+ 0.69
MC.6=NO.19+ 5.93
BC.6=NO.18+11.18
EC.5=NO.16+ 3.58
EC.4=NO.14+ 9.89
BC.4=NO.11+14.41
EC.3=NO.10+ 3.52
MC.3=NO. 9+14.33
BC.3 =NO. 9+ 5.14
EC. 2=NO. 5+17 .14
MC.2=NO. 4+10.24
BC.2=NO. 3+ 3
.34
EC.1=NO. 1+17.37
MC.1=NO.
1+ 7.73
BC.1=NO. 0+18.0
9
R = 80.0
TL= 9.69
IA= 13-48-34
CL= 19.28SL= 0.58
IP.1 IP.2
IA= 77-04-01R = 40.0
TL= 31.86CL= 53.80SL= 11.13
IP.3
IA= 21-03-37R = 50.0
TL= 9.29CL= 18.38SL= 0.86
IP.4
IA= 73-33-36R = 35.0
TL= 26.16CL= 44.94SL= 8.70
IP.5
IA= 47-04-08R = 20.0
TL= 8.71CL= 16.43SL= 1.81
IP.6
IA= 16-54-26R =100.0
TL= 14.86CL= 29.51SL= 1.10
NO.22(IP.7)
IA= 7-09-05R = 接 点
-50
-30
-25
-20
+0
+15+25
+41.7 +50
+75
+100
+125
+150
+175+185
+200
+225
+235 +250+275
+300
+325
支+25
支+50
支+75
支+100
支+125
+60+65
+70
+85
-50R4
-25R4
+0R3
+25R2.5
+60L1.5
+65l2.5+70L3
+75L3+85L2.5
+100L4.5
+125L6.5
+150L5
+175L3.5
+200L7.5
+225L5
+250L3+275L3
+300L8
+325L5.5
S+75L3.5
S+125L2.5
N
U300× 300
U300× 300
U300× 300
(As)
( G)
(Co)
(C o)
(Co)
(Co)
(G)
U300×300
U300× 300
U300× 300
φ1200
1400× 900
φ 200
1400× 1000
1400× 1000
U300×300
U 300 ×300
φ300
H = 15.446BM .1
H = 53.134
BM .2
IP． 4
IP．5
MC.4=NO.13+ 2.15
BC.5=NO.14+ 9.89
MC.5=NO.15+ 6.74
+16.88
+6.08
+14.94
+3.23
R=30
R=35
+19.35
NO．16
NO.16
NO.17
NO.2
NO.21
砂防堰堤工
NO.8+4.17
φ 200
29.54
30.02
φ 300
破間 増 L=1.08m
区間 距離 21.08m
林 道計画 延長 L=381.08m
ため 池 L=29.00m
20
30
40
25
35
4 5
50
50
20
25
30
35
40
45
50
55
60
20
25
30
35
40
45
50
55
60
65
70
75
80
25
30
35
40
45
50
55
60
6 5
70
75
85
80
90
85
80
75
70
65
60
55
50
45
50
55
60
65
70
75
55
60
65
70
75
80
85
75
70
70
75
65
60
55
55
60
65
70
75
80
85
90
45
5560
65
70
75
80
85
90
45
50
55
60
65
15
20
25
30
35
40
45
50
55
60
65
70
75
70
65
60
55
50
45
40
35
30
45
50
55
60
65
35
40
45
50
55
60
70
75
65
80
85
堰 堤工(ダム 軸）
堰堤高 Ｈ=8.50m 堤 頂長Ｌ=35.00m
計 画堆積土 砂量 Ｖ = 5433 m3
+75.00
垂直 壁 Ｈ=4.60m Ｌ=14.30m
（下 流取付護 岸工）
計画 堆砂ラ イン
計画 高水位 ライン
余裕 高ラ イン
※ 着 色部は堆 砂敷を 示す。
3000
1200 13300
15800
35.0014.30
H21 堰堤 工 V=905m3
H=6.0m L=35.0m
張石護岸