S=1:1500 現況実測平面図添付資料ー1

5
11
1
104.80
0
1
104.68
102.83
KBM2-1 H=99.792m
16600
110.98
102.95
110.85
105
119.17
122.13
115.30
1660
110.01
109.54
100.20
103.05
99.86
100
99.78
㎡
㎡
26
1.
44
1:1.2
C2
2
7㎡
1.
15
2.
0
1:
22.72㎡
②
-4
8.
29
㎡
2
②
-8
1.
1:
95.70
1:0.6
①-4 192.84㎡
ﾌｪﾝｽ基礎なし②
L=6.0ｍ
①-12
1:0.6
77.18㎡
NO.11+10
1:
0.
.6 125.9
7㎡
1
0. 03.62
6 ㎡
1㎡
1:
0
33 ②-3
.9
8㎡
85.60
①-19
.8
4㎡
1:
10
2.
2
①-11 243.00㎡
①-13
118.78㎡
1:0.6
①-20 346.62㎡
①-21 96.42㎡
1:0.6
NO.11
80.70
ﾌｪﾝｽ独立基礎②
L=42.0ｍ
.8
4㎡
02
.8
4㎡
10
2
①
-9
80.53
81
0
80.51
NO.10
80.46
90.45
.4
①-17 59.49㎡
85
80.43
82.25
80.41
80.700
(80.30)
80.37
NO.9+10
79.51
(78.54)
TT.7
80.42
80.650
80.27
0
80.38
75
76.05
D3
80.600
77.55
80.33
NO.8+10
80.550
(74.09)
(72.24)
75.57
(71.39)
(71.93)
(75.06)
75.21
(72.23)
71.99
74.31
5
72.32
80.22
73.33
75.80
80.28
NO.8
(70.36)
80.23
71.17
メンテ用通路
77.08
水勾配0.5％
63 .64
69.22
80.18
80.400
70.30
78.70
NO.6+10R1.5
(68.29)
(68.29)
D2
量
69.02
74.67
雨
雨
63.
雨
74.01
80.350
69.11
As
71.36
77.82
80.300
80.00
NO.5+10L5 NO.5+10
80.100
64 .40
(68.30)
計量
69.00
舗装
⑥
A=40
.4㎡
Gr-C
-2
L=48 B②
.6ｍ
D3 .82
64
26.16㎡ ⑤-1
1:
1.
0
G
65.00
01
.1
64.
Gr-C-4E②
L=7.0ｍ
L=25.0ｍ
i=0.60%
SP
64.
E③
-4
-C 0ｍ
Gr 9 .
L=
舗装 ②
A=439.9㎡
94
85
64.
0
舗装①
A=863.9㎡
9 10
④
舗装 2.5㎡
A= 15
69.15
6 8.
9
68 .
51
70.00
69 .00
+160.448
+177.679
70.00
Gr-C-2B①
L=127.3ｍ
71.75
(83.13)
64. 75
64.87
⑥-4
66.58㎡
69.35
69.50
64 .42
64.70
64.
G
(78.06)
NO.2
88.19
64.29
ｍ
L= 99.0 9%
i= 0.90
71.87
67
64.
68.95
44L6
引込
矢野
64.40
62.96
64.
64. 42
62.
68.65
8
63.91
8
舗装⑦
A=308.6㎡
(58.37)
U3 00
55 0*5 50
70
最終処分場
58.29
62.40
土量調整
58.91
B3 2
44L5
引込
矢野
.7
63
as
63 .10
ゾーン
64. 09
61.55
64.27
E1
62
As
.6
62.
9
34
63 .90
⑥-6 ㎡
319.06
61.54
B1
56.48
62.48
(56.05)
58.90
68.25
68.30
68.50
(58.34)
65
U 300
U3 00
60.03
56
54.57
(53.97)
(54.15)
59.49
63.78
⑥-7
389.88㎡
58.62
F1
61.49
44L4
引込
矢野
64.00
65.50
⑥-8
354.87㎡
58.85
20
59.00
54.30
59.
59 .57
(58.65)
(49.73)
75
51.
8.
48 .90 48 .69 4
95
(49.90)
Co
(50.20)
54 .87
A3.42
53 .18
48.61
50
１
51 .19
55
新西部クリーンセンター（仮称）整備事業
現況実測平面図
59 .19
58.
50
流末水路
48.
58 .85
58.
49.95
96
59 .0
.8
58
53 .76
48.
59 .00
A5 5
(50.50)
48 .42
50 .49
１
S=1:1500
50.
A4 .65
48
49. 15
環境部施設課建設準備室
60. 31
68
2
U500
55
(57.17)
54.82
52 .88
48. 43
47.
60.
61.01
60.50
K-5
52 .8
60.42
A6 2
.2
61
58.78
0
6
5
66.40
61.40
1:1.8
58.71
63.82
69.00
⑥-3
1639.70㎡
63.85
.6
58.56
(59.18)
(59.10)
(59.07)
56.
63.71
A2 3
(54.26)
(54.21)
F2
65.04
63.62
58.63
60. 67
68.90
1:1.8
61.28
62. 09
B4
63
.7
63.
5
75
0
6
68.70
63.63
61.46
28
63. 74
(61.19)
⑥-9
611.93
㎡
61.71
F3
67.28
11
63. 02
旧最終処分場
61.80
F4
66.02
63.48
8
㎡
13
5.
61
1.
1.
59.0
62.59
68.50
㎡
33
2.
33
72.70
1:
59.38
73.73
(64.10)
(65.25)
69.30
65.30
-5
⑥
71.77
1:
NO.0
65.86
71.41
62.29
69.97
(70.65) (70.36)
As
69.15
62.30
73.41
70.36
(69.98) (69.75)
(70.27)
(71.05)
(70.80)
NO.0+10
69.85
-2
⑥
(69.79)
68.95
1 :1.
(67.28)
(70.41)
65
(69.84)
62. 75
64.
配 1. 0％
0. 5％
(75.33)
76.75
68.75 水勾
68.55
64.80
69.70
G
水勾配
(75.30)
(71.41)
(71.16)
)
M.2
(KB
m
3 - 1 9. 8 3 3
H =6
67.79
63 .54
㎡
KBM2 H=69.833m
69.61
As
F5
70.60
⑥-1
㎡
261.40
94.38
69.90
(75.31)
75.64
80.20
52
62.
⑥-10
(69.28)
(77.07)
72.10
(69.44)
NO.1
82.46
(77.09)
(69.44)
70.10
(82.11)
(71.75)
(71.52)
As
30
(69.68)
68.70
68.65
0. 5％
0*
69.93
00
8
(69.52)
3
水勾配
(72.08)
(71.84)
1 :1.
NO.1+10
(69.51)
75.56
75.22
69.90
(69.40)
78.23
77.89
水勾配
80
73.11
82
72
68.75
0. 5％
2号道路
69.99
(72.42)
(72.18)
1:1.8
舗装 ⑤ ㎡
6.9
A=76
72
管
0
計
風力
風向
G
堆砂
(83.09)
(78.09)
導水
54
63 .4
3
C
3
.5
64
.0
NO.2+10
78.77
(73.03)
(72.84)
73.80
73.82
(72.74)
(72.51)
舗装⑧
A=121.8㎡
89
80
φ
85
(88.06)
64.
as
NO .5 +19
70.00
(78.42)
64. 13
64.51
64.
84.07
(78.66)
舗装
③
A=37
7.4㎡
67 .30
85.30
(78.67)
41
64.
)
68. 69
68 .94
69.0
Gr-C-4E①
L=69.0ｍ
68.85
85
5
9
L=71
.
i=4. 2ｍ
424%
器
④-5 139.00㎡
L=113.0ｍ
i=8.938%
Gr-C
-2
L=7. B③
3ｍ
+59.091
④-3 153.64㎡
68.93
3
HP
78.877
EP
69.06
ﾌｪﾝｽ基礎なし①
L=85.0ｍ
NO.5
79.10
As
66.08
26
駐輪場
UP
上部ホッパステージ
止
止
NO.3
69.00
73.85
79.20
K-3
69.07
雨
78.85
68.
風除室
(68.57)
(68.22)
NO .2
90.74
68.99
69.03
7
62.
62 .2
62 .22
62 .3
64.50
駐車場（一般車10台）
身障者用
洗車場
62 .44
)
63 .38
(68.60)
69.16
62 .90
64. 25
(花
(花
68.9
プラットホーム
EC.1
209.24㎡
④-2
1:1.8
69.10
1号道路
NO.3
汚
NO.1
(83.68)
1:1.8
④-4
(68.32)
(68.34)
NO.0
帯
79.20
89.00
(83.45)
NO.3+10R20
164.05㎡
地
0
NO .0 -17
.0
79.34
主灰ピット飛灰ピット
74.00
69.08
69.18
69.18
バケット積出場
73.95
69.05
73.90
立基礎①
ﾌｪﾝｽ独
ｍ
L=71.0
NO.3+10
緑
9
(88.42)
大型バス
NO.4
79.500
79.30
93.85
(83.67)
78.85
79.50
NO.4R20
79.300
(88.59)
66. 11
灰溶融設備室
(68.96)
78.80
(93.70)
(88.63)
79.70
NO.4+10
NO.4
79.50
69.07
汚
91.18
98.89
(68.86)
(68.32)
79.700
TT.1
工場棟
(73.73)
79.900
69.0
10
0
101.83
79.70
5
1:0.
99.64
雨
78.90
④-1
86㎡
121. 3
①-2
88.71
TT.2
(68.86)
(78.63)
NO.5
58.12㎡
水勾配2.0％
10
5
79.90
64
64.40
誘引送風機室
汚
69.17
(73.66)
(68.87)
(73.67) (73.65)
(73.67)
(78.61)
79.90
D2 .46
73.97
78.95
(78.62) (78.61)
+79.362
109.14
(68.31)
(73.80)
+140.177
79.95
TT.3
69.05
(69.00)
(78.72)
63.32
64 .46
積出場
80.09
NO.6
緑地帯
緑地帯
85
90
80.00
63. 74
メタルヤード
仕
69.21
NO.6R2.5
98.04
止
90
量
80.14
NO.6+10
+99.634
80.06
82.45
受付
(68.59)
69.00
106.78
69.03
(68.51)
70.91
110.92
スラグヤード
73.12
76.10
NO.7
①-14
27.02㎡
72.70
80.450
59.95
NO.7+10
水勾配0.5％
TT.4
70.10
+119.905
①-6
46.66㎡
①-15 91.95㎡
80.17
80.11
91.32
(69.56)
70.33
Co
①-5
21.97㎡
96.62
70.29
.0ｍ
②-10
37.63㎡
80.500
R=20
0
建設予定地
NO.9
BC.1
1
水勾配0.5％
NO.9R5
NO.9L2
水勾配0.5％
109.76
水勾配0.5％
80.32
①-16 180.60㎡
A1
①-7 179.63㎡
215.04㎡
③-4
5
11
11
②-11 238.66㎡
115.39
79.57
緑地帯
1:0.6
1:0.6
1:1.2
1:1.5
122.32
120
82.28
80
①-8 80.48㎡
②-12 72.26㎡
38.58㎡
③-5
108.28
ﾌｪﾝｽ独立基礎②
L=42.0ｍ
0
0
.4
90
NO.10+10
80.750
①
-1
40 ①.2 1
4㎡
.4
80.55
80.61
80.67
80.790
10
2
①
-2
29
.
② 56㎡
-6
95
108.12
22.72㎡
③-7
1:0.6
85.55
85.70
80.61
TT.23
85
②
-7
1:0.6
1:1.2
90.55
0
①-10
92.01
76.04㎡
②-14
96.58
90.70
6
90.60
40.49㎡
②-13
76.40㎡
98.45
94.58
1:1.5
③-6
93.39
95.55
24
1:
1
7㎡
②
-1
9.
3
NO.12
②-9 135.28㎡
95.60
①-3 155.71㎡
1:0.6 ①-22
100.46
0
10
125.16
1
0
0
97.97
100.70
9
105.53
102.71
96.19
95
100.60
TT.22
102.41
②-5 173.30㎡
1:1.2
117.79
TT.8
102.64
98.30
NO.12+10
93.82
110.53
5
10
102.47
98.62
99.81
105.65
97.38
.2
0
100.85
97.15
105.60
②
-2
.5
1:
1
1
1
114.82
99.81
(97.23)
1:1.2
③
16 3
2.
51
-1
③
19
.
③ 11㎡
-2
5
1
1
16
NO.13R26
101.93
100
1: 38.94
1. ㎡
5
118.60
0
12
104.31
103.00
NO.13
97.60
118.08
C1
105.52
NO.13L10
98.20
110.60
5
2
BP
65.7
0
1
105.03
105
127.52
0
107.26
101.62
49. 73
57
98
48.
6
添付資料ー１
48 .95
48 .41
47 .66
44
48.
48 .8
05
77
98
1
45
60 .

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