添付資料ー7（PDF：541KB）

115
104.80
0
11
104.68
102.83
110.98
102.95
50
1
119.17
122.13
115.30
110.85
110.01
109.54
103.05
100.20
101.62
107.26
99.86
127.52
110.60
5
12
5
1.
1:
16
0
11
114.82
2
1.
1:
105
105.53
102.41
92.01
1:1.2
1:0.6
ﾌｪﾝｽ基礎なし②
85.70
1:0.6
1:0.6
80.61
80.67
80.790
96.58
1:0.6
85.55
1:0.6
80.70
90
90.55
L=6.0ｍ
1:0.6
85.60
6
0.
1:
94.58
95.55
90.70
6
0.
1: 80.61
100.46
100
1:1.5
93.39
95.70
90.60
10
0
97.97
1:1.2
6
0.
1:
96.19
95
100.70
95.60
2
1.
1:
102.64
98.30
97.38
100.60
2
1.
1:
102.47
98.62
99.81
1:1.2
110.53
117.79
97.15
105.65
100.85
100
(97.23)
1:1.2
105.60
5
11
101.93
99.81
97.60
5
1.
1:
105.03
105.52
103.00
98.20
118.08
118.60
0
12
105
099.78
10
1
80.55 :
0
.
6
85
ﾌｪﾝｽ独立基礎②
ﾌｪﾝｽ独立基礎②
L=42.0ｍ
L=42.0ｍ
98.45
90.45
82.28
80.53
80.51
82.25
0
.4
95
0
.4
90
80
0
.4
85
(80.30)
80.46
80.43
80.41
108.28
79.51
(78.54)
80.37
120
5
.
1
:
1
115.39
2
.
1
:
1
6
.
0
:
1
6
.
0
:
1
80.42
79.57
建築雨水ﾙｰﾄ
80.38
80.32
110
80.27
80.33
(74.09)
71.99
73.33
75.80
80.28
メンテ用通路
70.30
91.32
58
71.36
0
64.4
(73.67)
(73.67)
0
10
78.80
58
1:1.8
79.20
89.00
(83.68)
(83.45)
79.20
90.74
7
7 PE
8
.
8
7
0
1
.
9
7
84.07
78.77
71.75
(73.03)
(72.84)
(83.13)
73.80
97
.67
71
+
85
(88.06)
(68.57)
(68.22)
69.07
771
0.4
1+
69.06
1:1.8
80
(69.52)
75.22
00
0*3
30
(69.68)
82.46
(77.09)
(71.52)
As
(69.44)
70.10
(82.11)
(71.75)
09
.9
6
80.20
67.79
(75.30)
(71.41)
(71.16)
(75.33)
(69.84)
76.75
(67.28)
(70.41)
(69.79)
(69.44)
69.97
(70.65) (70.36)
As
65.86
71.77
71.41
(65.25)
1:
1.
8
59.38
73.73
(64.10)
5
6
72.70
59.0
舗装⑦
62.59
68.75
水勾配1.0％
最終処分場
0
5
5
*
0
5
5
58.29 300
62.40
U
61.80
5％
0.
配
勾
水
63.91
A=308.6㎡
(58.37)
70
1
64.0
64.9
58.91
4
5
64.8
HP
φ
80
0
64.70
3
C 3
64.5
力計
風向風
6
62.9
64.4
4
63.5
(58.34)
B3 2
63.7
込44L5
矢野引
69.30
as
02
63.
09
64.
64.27
5％
0.
配
勾
水
68.30
68.50
63.63
U
U 30
3 0
0
0
61.28
60.03
8
1.
1:
8
1. E621 .69
1:
62.3
4
54.57
(53.97)
58.62
56.2
69.00
58.71
64.00
65.50
61.40
61
58.78
0
58.85
59.00
01
61.
31
60.
60.50
8
52.8
51.7
(49.73)
5
.95
0
9
48.9 48.6 48
2
48.4
5
49.9
6
48.9
Co
(49.90)
(50.20)
A5 5
58.8
(50.50)
7
54.8
6
53.7
A3.42
53.1
8
50
9
51.1
添付資料－７建築雨水ルート
55
9
50.4
A484.65
5
50.0
5
49.1
48.4
3
3
49.7
7
47.5
8
48.9
5
48.9
41
48.
6
47.6
4
48.4
(58.65)
0
59.0
6
48.8
1
59.0
5
58.8
59.1
8
58.9
9
7
58.7
50
48.61
48.
7
59.5
8
59.6
(57.17)
2
52.8
00
U5
60.4
A6.22
0
54.3
55
込44L4
矢野引
66.40
63.85
60
流末水路
0
4
63.7
2
63.8
68.90
1:1.8
58.56
(54.15)
(59.18)
(59.10)
(59.07)
68.70
63.78
7
60.6
B4
5
63.7
5
63.7
5
9
.
9
5
60
1:1.8
63.71
A2 3
56.6
(54.26)
(54.21)
59.49
63.62
58.63
5
63.48
5
61.5
61.46
56
62.7
11
64.
62.09
58.90
82
68.95
61.54
(56.05)
64.
2
2
62.5
(61.19)
68.25
2
64.7
7
G
込44L6
矢野引
0
63.1
As
62.48
64.6
0
63.4
63.9
61.71
導水管
4
64.5
G
64.42
65.30
68.50
G
65.00
69.50
69.15
1:
1.
8
62.29
64.7
D3.82
64
1.
PS
1
.
C
E
5％
0.
配
勾
水
62.30
69.85
89
64.
2
62.7
69.70
73.41
3
64.1
as
64.40
68.75
68.55
64.80
G
0
1.
1:
69.35
68.65
(69.28)
70.36
(69.98) (69.75)
(70.27)
(71.05)
(70.80)
)
M.2
m
(KB
3-1 9.833
H=6
69.15
68.65
69.61
As
75.64
L=25.0ｍ
i=0.60%
7
64.8
1.CB
68.95
69.90
(75.31)
(77.07)
72.10
(69.51)
69.93
計量器
68.70
(69.40)
75.56
78.23
77.89
1
09.
.69
59+68
5
8
.
8
6
01
9.
86
41
64.
51
64.
③
B 67.30
2
- ｍ
3
ｍ
0.02 r-C =7.
=R G L
4
68.9
15
9.
86
38
8
66.0
6
68.2
9
64.2
ｍ
L=99.0 9%
i=0.90
69.99
73.11
69.00
0
0.
96
88.19
(72.08)
(71.84)
3
2
36.
79+
70.00
70.00
84Gr-C-2B①
.40L=127.3ｍ
61
+
71.87
(72.42)
(72.18)
68.9
4
63.
99+
0
0
.
9
6
(78.06)
(72.74)
(72.51)
059
9.1
1+
As
64.50
ｍ 4%
.2 42
71 4.
L= i=
身障者用
駐輪場
UP
62.2
63.
69.0
堆砂
(83.09)
(78.09)
上部ホッパステージ
止
止
雨
L=113.0ｍ
i=8.938%
70.00
(78.42)
風除室
68.99
69.03
69.00
73.85
78.85
79.30
(83.67)
洗車場
69.16
79.34
緑地
帯
90
(88.42)
0
.
9
6
69.05
73.90
68.9
プラットホーム
62.7
3
62.3
)
(花
駐車場（一般車10台）
汚
(68.60)
4
62.4
2
62.2
大型バス
主灰ピット飛灰ピット
(68.32)
(68.34)
0
62.9
5
64.2
)
(花
PB
11
66.
灰溶融設備室
69.07
汚
69.10
79.50
79.50
(93.70)
93.85
(68.86)
74.00
69.08
69.18
69.18
バケット積出場
73.95
8
.
1
:
1
2
2 .46
D64
64.40
07.5
6
工場棟
雨
(68.32)
79.70
79.70
95
(88.59)
(68.86)
(68.96)
78.85
5.
0:
1
(68.87)
(73.65)
(68.30)
(73.73)
88.71
98.89
(73.66)
誘引送風機室
汚
69.17
78.90
(78.63)
79.90
63.3
6
64.4
69.05
73.97
78.95
量
4
63.7
メタルヤード
仕
積出場
帯
地
緑
止
0
(68.31)
(73.80)
(78.62) (78.61)
79.90
63.9
69.11
69.21
(69.00)
(78.72)
(78.61)
5
10
量
雨
As
74.01
80.00
建築雨水ﾙｰﾄ
(68.29)
雨
80.09
79.95
(68.59)
(68.29)
雨
77.82
4
受付
74.67
80.14
82.45
09
69.03
(68.51)
70.91
78.70
106.78
101.83
63.6
69.22
80.18
帯 80.00
地
緑
スラグヤード
71.17
73.12
76.10
80.06
70.10
Co
80.23
80.11
(69.56)
70.33
72.70
77.08
98.04
(70.36)
70.29
建築雨水ﾙｰﾄ
80.17
96.62
73.82
(71.93)
(72.23)
72.32
建築雨水ﾙｰﾄ
(78.66)
(71.39)
(75.06)
75.21
74.31
80.22
(78.67)
(72.24)
75.57
5
10
(88.63)
75
76.05
帯
地
緑
115
2
5
60.4
60

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