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80
85
72.5
80.6
74.1
80.1
72.3
76.4
85.1
85.5
池底
左駐
88.9
49.1
87.4 42
.5
49.1
49.1
50.3
45.6
89.8
47.5
77.1
49.3
48.8
49.1
65
55
80
65
50
45
50
65
85
61.2
70
6
55
55
70
45
65
65
92.4
67.4
67.3
73.8
73.3
77.3
79.5
72.3
60.4
58.6
50.8
54.5
62.7
58.2
60.4
55.4
52.858.
6
63.5
64.3
125
120
90
65
60
65
60
岩
岩
岩
岩
岩
岩
岩
岩
岩
岩
岩
バルブ
φ=350
φ=350
塩ビ管
1500×1000ボッ
クスカルバ
ート
GARAGET2
586セ731
下
下
下
下
カーネットジャパン
Co
Co
Co
As
As
As
As
(有)車楽
50
50
60
50
55
55
60
65
70
75
75
70
65
60
65
60
55
50
60
65
75
55
60
60
50
消化栓
下下
時津カントリー引込3
転石
(空)
As
As
As
左底池
400
U-300Φ=500
Φ=300
CoCo
Co
猪 除 電 線
猪 除電 線猪
除電線
猪除電線
猪 除 電 線
猪 除電 線
猪除電線
モノレール
モノレール
倉庫
75
70
65
60
75
60
65
70
70
75
80
85
85
80
75
110
105
100
95
90
85
85
75
80
85
90
95
100
105
110
115
120
79.91
鉄塔
Co
Co
Co
Co
Co
As
As
As
As
As
As
AsAs
As
70
65
60
55
55
60
65
60
55
50
50
55
60
65
60
55
55
70
70
70
65
60
55
5050
50
50
5045
45
55
60
60
55
55
65
60
溜 池
溜 池
展 示 場
展 示 場
車 楽
車 楽
至横
尾
至
左
底
下
下
水
下
下
水
鉄 塔
時津カントリー引込2586セ8 31
3-5
N151
N156
N157
N158
N159
N161
N162
N163
N164
N166
N167
N168
N169
N170
N171N172
N173
N174
N175
N176
N177
N178
N179
N180
N181
N182
N183
N184
N185
N188
N189N190
N191
N192
N193
N194
N195
N143-1
N143-2
N143-3
N143-4
N143-5
N145-12
N145-19
N178-1
N178-2
N178-3
N178-4
N180-1
N180-2
N180-3
N180-4
N180-5
N180-6
N180-7
N180-8
NO.0
NO.135
NO.130
NO.125
63.5
25%→
1:1.8
1:1.8
・
60.16(59.86)
・
59.98(59.68)
1:1.8
1:1.8
・56.5
8.00%→
1.00%→
1:1.5NO.120
i=24.3%
EL=64.3
No.0
No.1
No.2
No.3
R=6.0m
1:1.2
1:1.0
1:0.5
1:0.8
1:1.0
51.000
NO.0
NO.132
NO.0
54.000
50.41
28.2%
51.00
53.17
52.36
15.0%
W=1.5m,L=2.09,i=28.2%
W=3.0m,L=5.4m,i=15.0%54.48
W=3.0m,L=7.27m,i=15.0%
55.57
15.0%
一般県道奥ノ平時津線 平面図 S=1:500
63.5
1:1.8
1:1.8
NO.0
NO.1
NO.2
NO.3NO.4
NO.6+6.178
NO.0
NO.1
NO.2NO.3
NO.4
NO.5
NO.6
NO.0
NO.1
NO.2
NO.3
NO .4
NO.5
NO.1
NO.0
NO.2
NO.3
NO.4
NO.5
NO.6
1:1.5
8000
8000
A1側里道 L=93.8m
A1工事用道路 L=132.4m
A1進入路L=105.0m
NO.2 +14.156
▽ 54.874
1+2.718
▽ 72.583
1:0.5
NO.1+6.71
51.00
NO.2+5.00
53.17NO.3+1.00
55.57
図面種類
長崎県 長崎振興局
西彼杵郡時津町左底郷
S=1:500
施工箇所
縮 尺
図面番号
一般県道奥ノ平時津線 平面図
工事番号
工 事 名一般県道奥ノ平時津線道路改良工事
36葉の内1号
((仮称)左底高架橋A2下部工)
30債地改第3-10号
A2工事用道路 L=125m
A2下部工 N=1基
8
工事用仮橋 L=10m
H31.3月末までの進捗状況【(仮称)左底高架橋A2下部工】
H31.3月末までの工事進捗 26%
・A2工事用道路施工中(H31.5末完成予定)
→H31.6よりA2下部工着手予定
1. 工事進捗状況の説明
左底池
左底池
至 鳴鼓TN
至 鳴鼓TN
施工状況 施工状況
67.18
76.99
85.68
62.71
70.29
81.98
97.15
82.64
N194
N193
N192
N181
N182
N183
N195
N184
400
U-300
Φ=500
Φ=300
Co
Co
Co
猪 除 電線
猪除電線
猪除電線
猪除電線
猪 除電線
猪 除電 線
猪 除電線
モノレー
ル
モノレール
倉庫
75
70
65
60
75
60
65
70
70
75
80
85
85
80
75
110
105
100
95
90
90
85
85
75
80
85
90
95
100
105
110
115
120
54.85
57.46
61.96
66.25
62.60
64.50
67.50
71.60
72.29
76.36
73.25
70.62
69.36
71.94
72.62 72.61
56.38
58.90
57.20
65.7167.84
81.80
76.35
84.8885.01
79.41
86.44
83.39
81.69
78.57
76.55
71.34
71.22
94.89
114.6 1
119. 09
107.83
90.89
81.50
86.50
90.85
74.88
75.0275.01
74.58
70.30
70.86
70.79
68.70 68.65
66.27
70.64
71.03
73.80
75.02
73.92
73.93
74.35
76.59
76.48
75.07
74.84
74.60
74.19
73.03
72.13
77.18
76.10
70.0070.19
75.12
74.74
74.58
71.84
73.21
74.34
75.25
75.70
76.93
77.66
78.00
76.43
76.13
72.9078.04
80.70
82.55
80.81
81.30
79.30
79.17
81.74
81.82
83.57
83.26
85.63
85.72
82.99
81.16
79.56
83.34
85.04
84.69
84.99
82.94
82.26
84.73
84.83
84.81
84.98
82.14
82.67
82.78
85.50
85.09
84.70
88.10
83.44
81.41
80.92
81.63
80.85
81.03
81.87
83.04
86.37
86.5887.03
87.12
86.62
86.05
85.90
86.18
85.48
86.43
86.44
84.96
82.95
80.88
81.59
80.42
83.48
83.28
82.86
82.45
81.73
81.23
81.09
85.91
85.07
85.79
85.15 84.66
85.11
85.5885.79
85.70
84.49
83.31 83.3484.06
83.0782.77
82.37
82.49
80.28
87.94 87.50
86.26
84.82
81.29
87.84
87.76
87.94
85.71
84.79
85.58
88.10
88.51
89.24
93.45
100.47
97.05
97.76
103.07
109.10
107 .77
111.26
120.62
116.34
112.37
116.06
114.45
110.97
10 9.82
1 07.98
105.91
102.80
103. 84
104.1 6
106.88
99.25
97.32 97.85
96.82
96.10
93.16
92.39
89.90
90.41
92.47
85.88
83.79
83.66
81.05
78.11
80.53
81.74
82.97
86.73
88.49
90.77
87.87
87.85
84.66
85.98
92.52
94.95
98.36
103.07
98.27
89.00
87.08
84.12
80.78
82.36
80.47
81.41
82.96
85.36
88.46
89.39
92.34
93.07
92.75
89.65
88.76
88.92
85.7684.47
81.71
81.10
81.06
79.15
79.40
78.90
78.89
79.91
76.31
77.71
77.80
78.83
79.13
77.0077.76
77.72
78.85
76.65
76.68
75.62
75.46
74.18
75.49
76.02
77.80
77.67
77.30
74.82
74.54
73.06
75.96
75.67
75.33
74.32
73.92
64.29
64.81
67.0365.18
65.4766.08
66.73
68.08
69.40
69.82
70.41
71.34
71.17
71.94
72.6671.80
72.30
72.89
73.24
72.91
72.54
72.00
71.45
64.42
67.27
70.92
70.00
68.67
68.09
67.75
68.01
67.30 65.88
65.46
66.19
64.64
64.81
64.51
65.50
65.82
65.93
65.91
66.14
62.58
79.34
78.6278.1477.77
76.64
77.06
77.97
78.46
80.50
81.73
81.6481.09
80.97
78.80
77.91
78.31
73.92
73.2073.27
72.41
73.05
73.72
70.15
70.84 70.75
73.33
75.26
79.66
76.82
76.76
73.13
76.58
74.09
75.10
74.12
71.42
70.16
70.41
71.35
70.88
70.45
68.53
67.52
67.73
68.45
65.44
74.60
74.31
73.40
72.79
72.40
73.19
73.95
74.96
75.68
73.55
72.84
71.73
71.32
71.19
70.93
70.85
63.04
62.36
62.98
61.65
61.57
58.75
59.94
59.80
62.07
61.89
58.91
58.12
56.61
55.27
56.59
57.44
58.31
60.04
61.58
63.83
64.20 63.70
63.68
64.53
64.28
66.11
66.42
65.52
65.55
66.9168.14
65.82
65.57
62.91
63.92
67.18
73.71
73.73
75.22
70.11
69.34
67.02
74.41
75.77
73.31
72.27
72.14
70.21
70.25
67.89
65.67
64.80
62.09
66.93
65.20
65.04
65.01
65.05
65.07 63.14
62.85
62.99
63.00
63.02
64.67
64.19
63.21
63.09
63.53
62.72
61.82
61.29
61.11
61.11
61.44
61.71
61.67
61.44
61.49
61.69
61.13
64.13
62.59
63.69
66.67
66.90
67.44
71.84
73.66
70.76
70.78
70.58
70.73
68.72
66.82
59.66
59.75
59.86
59.53
59.63
59.69
59.54
62.56
64.83
67.87
65.83
鉄 塔
50.91
N177
Co
Co
Co
Co
Co
As
As
As
As
As
As
As
As
As
55
60
60
55
55
65
60
溜池
展 示場
展 示 場
車楽
車楽
至横尾
至左底
50.65
50.87
51.17
50.84
50.64
50.48
50.36
50.45
50.63
50.79
50.95
51.30
51.61
52.02
51.93
51.76
51.11
59.63
59.63
59.69
58.05
58.89
59.8459.59
59.64
59.68
59.68
63.29
60.03
57.86
57.88
57.76
57.88
57.76
57.82
57.87
56.15
58.67
59.34
59.87 59.67
58.40
57.8556.32
55.70
55.18
56.57
57.76
57.73
57.79
56.27
56.16
56.27
54.77
54.50
55.08
55.44
55.06
55.46
55.11
55.48 56.28
57.49
58.90
59.69
62.77
64.45
60.74 58.95
59.95
55.42
55.14
55.02
55.08
55.11
55.35
55.38
55.43
55.08
56.35
56.45
56.25
56.29
56.31
56.29
55.32
54.84
54.22
54.00
53.91
54.04
53.91
53.96
53.88
54.09
53.84
52.18
52.32 50.41
51.9752.20
52.24
53.05
53.03
53.70
53.50
53.71
53.60
53.62
55.40
55.33
55.28
55.38
55.35
56.24
55.37
56.33
56.23
55.93
54.27
54.80
56.49
54.66
57.03
56.89
53.21
54.46
55.86
56.35
58.44
59.30
60.10
61.31
60.51
60.34
61.56
61.08
60.89
59.99
53.65
53.61
53.63
53.77
53.58
53.5853.64
53.62
53.57
53.69
53.43 53.47
53.4553.41
53.43 53.17
52.79
50.94
51.78
52.16
52.65
50.47
50.23
50.63
50.46
50.67
50.8950.88
51.07
51.4551.47
51.23
50.96
51.49
51.86
51.83
51.31
50.66
50.34
50.03
50.55
49.80
50.35
49.59
50.20
50.09
50.28
下
50.44
下
水
50.31
50.38
下
50.45
51.56
下
52.71
52.24
51.11
50.05
49.97
50.69
50.33
49.93
49.74
49.58
50.14
水50.34
50.23
50.46
50.73
50.87
51.18
50.00
51.24
51.05
50.72
50.42
50.20
52.56
52.52
52.03
52.23
52.24
53.11
54.36
55.12
55.50
55.92
55.68
56.99
57.41
57.12
59.46
59.47
58.63
58.36
58.27
57.66
56.77
56.62
55.76
54.98
54.63
51.7850.27
50.23
50.61
50.36
51.67
51.70
時津カントリー引込2
586セ83 1
55.44
53.05
56.20
55.34
53.9763.09
57.74
KBM.8
H=50.722m
95
105
125
120
90
90
65
60
65
60
63.02
62.96
65.16
54.85
69.99
65.91
62.13
63.48
83.32
79.52
74.56
71.46
69.79
67.79
67.57
56.70
60.46
57.36
58.54
61.15
60.11
59.43
56.16
55.01
56.08
54.66
53.68
52.31
53.68
53.23
53.46
53.58
51.68
51.47
52.36
56.34
52.58
65.20
65.08
95.54
100.30
105.24
109.82
59.61
59.70
61.19
63.94
66.56
61.46
65.25
64.54
65.03
61.52
61.20
59.34
58.51
58.19
64.05
63.18
62.22
62.81
62.55
62.99
64.50
65.04
69.17
59.67
73.69
93.07
92.20
94.53
92.48
89.16
86.99
89.66
84.69
81.54
78.19
80.77
94.11
92.95
95.56
99.94
107.06
103.59
95.95
100.90
128.59
126.65
117.77
112.78
117.88
123.44
127.42
130.05
129.85
95.96
117.47
122.47
118.07
112.46
106.59
102.43
90.24
81.71
88.16
91.33
97.17
92.04
87.19
83.39
78.42
91.4086.79
88.98
88.54
94.85
90.39
88.08
86.04
88.83
98.16
93.16
90.27
岩
岩
岩
岩
岩
岩
岩
岩
岩
岩
岩
岩
48.91
50.20
49.16
50.43
バルブ
φ=350
φ=350
塩ビ管
1500×1000
ボックスカルバート
GARAGET2
586セ731
下
下49.99
49.15
49.08
47.67
49.51
47.17
49.23
50.19
49.42
下
下
55.39
59.16
58.15
56.01
62.90
62.09
60.94
61.27
62.91
58.6557.89
58.14
50.56
50.26
カーネットジャパン
49.95
49.73
62.75
60.8859.52
57.72
57.48
62.79
61.46
59.59
59.59
61.54
N169
N178
N180
N185
N186
N187
N188
N189
N190
N191
N196
49.38
49.94
63.10
63.58
64.37
64.99
94.42
111.97
103.64
53.05
129.89
Co
Co
Co
As
As
As
As
(有)車楽
50
消化栓
下
下
時津カントリー引込3
44.16
44.34
45.07
50.34
50.28
44.65
47.64
52.02
55.49
55.48
52.25
52.00
51.46
52.
52.00
52.56
51.65
52.15
52.23
52.22
49.02
As
As
As
N169
N176
52.65
49.38
・58.5
1:1.0
・
55.2
・53.5
25%→
・
60.16(59.86)
・
59.98(59.68)
・59.3
1:1.8
1:1.8
NO.125
NO.120
・56.5
・55.4
・53.8
8.00%→
1.00%→
i=24.3%
EL=64.3
No.0
No.1
No.2
No.3R
=6.0m
1:1.5
1:1.2
1:1 .0
1:0.8
1:1.0
1:0.5
1:0.5
1. 工事進捗状況の説明
至 左底交差点
至 鳴鼓TN
1.5
工事長 L=30m道路土工 V=3,170m3法面保護工 A=398㎡アンカー工 N=16本
H31.3月末までの進捗状況
9
【法面2工区】
H31.3月末までの工事進捗 0%
・H31.5には土工事完了。
→法面工事を実施予定(H31.10完了予定)
施工状況
10
法面工 工事区間 L=101m
至 新長崎漁港
至 川平有料道路
1.工事進捗状況の説明(井手園交差点)
H31.4末までの進捗状況
井手園法面工
【進捗状況】
○法面工完了
○全体進捗率100%
【今後の予定】
○法部は埋戻し砕石を施工しているため、安全のため
鉄筋及びロープで進入禁止としているが、今年度に
法尻部の側溝及び舗装工を実施し供用開始予定。
新長崎漁港側から井手園交差点に向かって撮影
至佐世保市
至長崎市
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