都幾川都市・地域再生等利用区域（拡大図）（PDF：257KB）

0
0
4
7
6
0
0
0
0
0
0
-
9
0
0
Y
X
5
0
1
7
4
1
1
-
X
X
Y
別図
と
き
が
大
わ
字
玉
町
-
4
7
7
0
0
Ｎ
都市・地域再生等利用区域平面図
（ときがわ町川の広場）
Y
川
縮尺1：2,000
59.15
59.83
63.01
(62.61)
59.06
Ｕ−Ｂ３５０×Ｈ２５０
59.16
59.17
59.16
59.08
58.86
59.06
58.49
13
T.3
59.927
58.92
R-33-1
62.98
R-33-2
暗渠
59.34
R-23
57.75
58.61
58.31
ボック
スカ
Ｂ３
ルバ
９０
０×Ｈート
２５
００
62.62
57.86
EC-5
T.4
R-33-3
57.50
T.2
T.2
59.911
14
T.4
62.718
57.09
12
60.07
62.81
(62.41)
ＶＰφ
２０
０Ｂ３暗渠
００
×Ｈ
３０
０
59.46
59.43
59.29
59.78
暗渠 59.20
Ｂ３
００
×Ｈ
３０
０
59.19
NO.53
As
As
60.08
58.61
R-22
62.96
(62.56)
R-33
58.65
58.13
ＶＰ
φ２０
０
59.77
60.13
60.19
R-24
Ｂ暗
４
０渠
０
×
Ｈ
４
０
０
Ｂ１１
００
×Ｈ
１００
０
As
R-32
T.3
R-25
58.63
T.3-1
59.809
As
R-31
R-30
R-28
R-27
R-26
戸
R-29
Ｈ２５０
58.99 Ｕ−Ｂ３５０×
58.79
59.53
62.88
(62.48)
63.04
Ｕ−
Ｂ３
００
×Ｈ３
００
7
59.17
至坂
4
0
Ｕ−
Ｂ３０
０×
Ｈ３
００
-
Y
5
0
62.84
58.17
56.13
R-33-4
57.36
55.69
58.95
R-21
58.04
NO.52
都幾川
57.36
56.52
新玉
川橋
55.57
59.43
57.30
56.69
58.10
R-20
58.00
57.17
As
58.45
61.79
R-33-5
58.45
２５０
×Ｈ
５０
Ｂ３
Ｕ−
58.05
55.57
57.45
59.50
R-33-6
As
57.53
57.52
57.66
R-33-7
59.37
57.64
Ｕ
62.65
NO.51
60.55
56.30
55.29
59.26
56.95
57.40
56.90
59.24
T.6
59.31
57.848
16
T.6
56.48
55.83
57.79
R-33-8
617
59.04
58.88
19.292
23.041
58.67
615
59.21
571
19.
10
.9
1
6
618
T.717
62.44
613
T.7
As
58.505
9
23
8.
A.4
60.912
59.23
2
スロープ
17.443
2 .0％
58.89
58.91
58.60
治水計画基準点
601
B.8
60.036
60.54
A.3
59.930
58.80
59.78
9
8
0
.
5
1
55.16
58.76
609
(58.51)
58.46
(58.21)
58.40
58.54
G
As
3
0
6
.
6
A.4-1
59.272
As
58.28
L-12
0
61.51
61.67
(61.27)
59.08
ＶＰφ２００
59.03 59.00
61.28
暗渠
6
58.56
Ｂ３００×Ｈ３００
7
L-26
L-27
58.22
(57.97)
NO.47
58.98
58.97
0
59.06
As
60.57
至小川
4
61.13
NO.48
62.01
みはし（株）寮
-
58.29
58.42
55.66
61.78
利用区域 12,005㎡
X
1
0
0
0
0
7
1
7
2
0
4
1
0
-
X
Y
T.5-1
61.236
L-25
As
58.93
雨
Y
L-24
58.49
L-13
606
L-23
58.15
L-15
L-14
L-11
L-10
59.00
59.00
3.281
61.27
630
58.98
暗渠
３００
Ｂ３００×Ｈ
88
1
6.
57.68
００
φ３
ＨＰ
631
59.55 13
.3
10
58.59
61.35
58.37
1
3
.
2
3
0
629
58.83
春和２７７
岩田太一
59.13
1
A.1 As
A.1
58.825
57.68
15.647
Ｕ−Ｂ３００×Ｈ３００
3
0
6
.
6
２５０
×Ｈ
５０
Ｂ２
Ｕ−
55.75
G
628
59.29
59.00
77
.0
79
605
58.90
57.22
5
.
6
1
4
632
Ｕ−Ｂ３００×Ｈ３００
川
ＢＭ．１（測量鋲）
58.57
Y
-
4
7
8
0
0
61.54
(61.14)
SP-5
7
8
0
0
R-33-9
60.74
633
ＨＰφ６００
L-16
58.24
Ｈ＝５８．１１５
59.48
1
61.87
58.12
L-19
4
57.50
13
T.5
.9
62.106
9
ボックスカルバート
Ｂ３９００×Ｈ２５００
-
59.58
634
15
T.5
浄化槽
603
604
L-21
Ｕ−Ｂ３００×Ｈ３００
雀
3
8
1
.
1
1
As
58.94
L-20
L-18
井
A.2
59.566
58.30
3.557
58.83
As
608
L-17
58.03
56.96
14.772
2.744
62.21
ＨＰφ６００
607
602
27５０
.0
20 ×Ｈ２
５０
Ｂ２
Ｕ−
58.95
As
58.41
57.89
611
59.34
Y
57.71
625
NO.49
610
57.92
As
0
59.20
As
58.32
57.37
0
57.94
NO.50
9
2.5％
2. 0％
0
60.16
58.70
4
7
9
.
2
2
57.51
60.58
X
0
56.61
54.96
As
59.24
58.94
2. 0％
1
2.0％
X
624
11
T.1
T.1
58.152
A=505㎡
614
県道ときがわ
・坂戸線
3
16.69
623
621
26.162
24.450
619
620
55.45
12.364
58.47
57.54
11.363
2.397
622
57.60
58.06
616
56.68
56.64
59.45
59.36
A=11,500㎡
58.36
2. 0％
58.07
０
０
２
Ｈ
０
×
０
０
３
Ｈ
×
０
０
３
Ｂ
−
NO.4
０
４
Ｂ
−
Ｕ
R-19

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