D 計画平面図 Ddb.pref.tottori.jp/HacchuKoukai.nsf... · 2020. 10. 23. · hk.2-4- 1 hk.2-4-2...
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HK.2-4-1 HK.2-4-2 HK.2-5-1 HK.2-5-2 HK.2-6-1 HK.12-1 HK.11-1 HK.11-2 HK.11-3 KK27 KK28 KK29 KK30 KK31 KK32 KK33 KK34 KK35 KK36 KK37 KK38 KK39 KK40 KK41 KK42 KK43 KK44 KK45 KK46 KK47 KK48 KK49 KK50 KK51 KK52 KK53 KK54 KK55 KK56 KK57 KK58 KK59 KK60 KK61 KK62 KK63 KK64 KK65 KK66 KK67 KK68 KK69 KK70 KK71 KK72 KK73 KK74 KK75 KK76 KK77 KK78 KK79 KK80 KK81 KK82 KK83 KK84 KK85 KK86 KK87 KK88 KK89 KK90 KK91 KK92 KK93 KK94 KK95 KK96 KK97 KK98 KK99 KK100 KK101 KK102 KK103 KK104 KK105 KK106 KK107 KK108 KK109 KK110 KK111 KK112 KK113 KK114 KK115 KK116 KK117 KK118 KK119 KK120 KK121 KK122 KK123 KK124 KK125 KK126 KK127 KK128 KK129 KK130 KK131 HK.13-1 HK.2-6-2 KK132 KK133 KK134 KK135 KK136 KK137 KK138 KK139 KK140 KK141 KK142 KK143 KK144 KK145 KK146 KK147 KK148 KK149 KK150 KK151 KK152 KK153 KK154 KK155 KK156 KK157 KK158 KK159 KK160 KK161 KK162 KK163 KK164 KK165 KK166 KK167 KK168 KK169 IP.1 BP BC . 1 SP.1 EC . 1 0 / 1 4 . 4 0 / 2 0 0 / 2 8 0 / 3 3 0 / 3 8 0 / 4 0 0 / 5 0 0 / 6 0 0 / 8 0 0 / 1 0 0 EP IP.1 IP.2 N O . 0 N O . 1 N O . 2 N O . 3 B C . 1 SP.1 EC.1 SP.1 EC.1 NO.4 BC.2 SP. 2 NO .5 E C . 2 N O. 6 N O. 7 N O. 8 N O. 9 N O. 9 NO.0 BC.1 EC.1 BC.2 EC.2 NT.1 NT.2 NT.2-1 NT.2-2 NT.2-3 NT.2-4 NT.2-5 NT.2-6 NT.2-7 NT.3 NT.4 NT.5 NT.6 NT.7 NT.8 NT.9 NT.10 NT.10TP1 NT.10TP2 NT.11 NT.12 NT.13 NT.14 NT.14-1 NT.15 NT.16 NT.17 NT.17-1 NT.18 NT.18-1TP NT.18-2TP NT.19 SBM.1 SBM.2 Y=-26650 Y=-26650 Y=-26700 Y=-26700 Y=-26750 Y=-26750 Y=-26800 Y=-26800 Y=-26850 Y=-26850 Y=-26900 Y=-26900 Y=-26950 Y=-26950 Y=-27000 Y=-27000 車庫 70 7 5 70 7 5 車庫 蔵 BOX400×400 倉庫 1200×950 倉庫 Ｃｏ Ｃｏ 車庫 Ｄ Ｄ Ｄ 蔵 倉庫 住居跡 Ｔ 南六幹１９ Ｅ オオサカカン９９ 蔵 VUφ200 VUφ200 倉庫 倉庫 倉庫 倉庫 Ｔ 南六幹２０ ビニール ハウス 車庫 車庫 車庫 車庫兼離れ Ｃｏ HPφ 300 H P φ 3 0 0 Ｔ 南六幹１８ Ｅ オオサカカン１００ HPφ300 吐口不明 Ｔ 南六幹１７ Ｅ オオサカカン１００次１ 堰板 堰板 県 道 鷲 峰 気 高 線 至 気 高 至 山 宮 Ａｓ Ａｓ Ａｓ Ａｓ 59.36 59.36 59.24 58.94 59.11 59.15 58.65 58.31 58.14 58.14 57.31 58.93 57.34 59.15 57.39 58.70 58.78 59.12 59.69 59.61 59.60 59.75 58.98 59.10 59.01 58.10 58.22 58.21 58.39 58.42 58.51 58.52 58.61 58.49 58.49 58.74 58.51 59.49 59.38 60.27 60.27 58.82 59.25 58.77 60.43 58.83 58.64 58.64 58.70 58.49 58.33 58.21 58.12 58.07 57.86 57.72 57.81 69.75 70.12 68.63 68.44 68.60 68.46 68.77 66.00 66.03 66.04 66.29 65.86 60.53 60.39 61.81 61.51 61.51 61.76 62.16 62.63 65.00 64.74 64.25 64.55 65.99 64.41 64.03 64.00 64.28 63.91 63.87 63.01 62.94 62.61 62.86 62.67 62.53 61.69 60.25 59.91 79.34 76.30 73.58 71.86 72.48 71.48 70.77 71.18 69.72 69.16 68.92 69.71 68.93 69.64 72.96 72.71 69.64 68.91 70.90 70.45 70.93 68.34 67.82 68.39 68.03 67.49 67.44 67.57 66.59 65.62 67.10 67.25 67.09 66.73 66.13 66.34 66.69 65.39 65.60 65.04 65.48 67.40 66.45 65.27 63.72 63.40 64.18 63.59 63.65 63.54 63.14 64.63 64.71 63.44 63.41 63.19 63.19 62.67 62.75 62.78 63.75 64.35 62.87 61.26 61.73 61.13 63.27 61.41 61.20 63.07 62.78 62.35 62.90 63.55 63.56 63.86 63.31 63.11 61.85 62.43 62.30 61.46 61.29 60.72 60.62 61.05 61.05 60.53 59.31 60.11 60.10 59.16 59.19 60.10 60.38 60.40 60.13 60.12 60.04 60.70 61.00 61.13 59.91 59.88 59.62 59.44 58.87 58.18 60.62 59.31 59.70 60.50 60.38 60.54 60.87 60.80 60.52 59.48 60.14 59.93 59.29 61.40 60.77 60.21 59.19 59.95 59.99 60.01 60.24 60.51 62.55 61.96 60.67 59.66 62.45 62.00 61.38 61.01 60.27 60.05 59.88 59.57 59.30 60.25 ３－２ Ａ．５ Ａ．６ Ａ．７ Ａ．８ Ｂ．２２ Ｂ．２３ Ｂ．２４ Ｂ．２５ 計画平面図 S=1:500 図 号 単 位 縮 尺 位 置 図 名 河 川 名 計 画 平 面 図 鳥取市気高町上原地内 柿京寺川 1：500 M 世界測地系 鳥取県鳥取県土整備事務所 鳥取県 柿京寺川砂防工事（舗装補修） 令和 ２ 年度施行 ※A3印刷の場合、縮尺は表示縮尺の1/2 全 2 葉中の内 1 3-1 3-2 NT.1 NT.2 NT.3 NT.4 NT.5 N T. 6 NT.7 NT.8 NT.9 NT.10 NT.11 NT.12 NT.13 NT.14 NT.15 NT.16 NT.17 NT.18 NT.19 NT.17-1 NT.2-1 NT.2-2 NT.2-3 NT.2-4 NT.2-5 NT.2-6 NT.2-7 59.05 59.26 54.80 54.69 54.97 56.96 56.96 56.88 56.68 57.01 5 7 . 2 1 57.15 57.10 58.10 57.82 57.84 5 7 . 0 7 5 7 . 0 1 57.89 55.51 55.45 55.37 55.36 56.46 56.62 57.92 57.12 56.84 57.15 58.06 57.94 5 6.98 57.68 58.70 58.61 57.09 57.68 57.11 57.39 58.05 58.66 58.22 58.73 58.58 58.40 57.81 58.14 58.36 57 . 4 6 5 7 . 3 5 57.84 57 .3 8 5 7 . 4 7 59.31 59.30 59.52 59.26 59.80 59.44 60.05 58.94 58.78 5 7.09 57 .2 4 59.03 58.10 57.86 57.60 111.94 122.59 105.92 113.46 1 20. 7 1 1 27.4 2 133.01 116.04 117.29 105 .02 1 06.43 113 .3 9 101. 5 3 93.36 133.83 57 .7 1 59.09 58.83 58.72 59.59 60.49 60.64 60.74 59.52 59.56 59.81 59.74 60.88 59.81 59.63 59.64 59 . 7 9 6 0.8 9 61.03 60.31 61.62 61.03 60.72 61.80 61.61 61.99 63.05 62.79 62.03 61.67 63.22 63.26 64.75 65.46 63.32 64.53 64.69 65.44 63.97 63.88 63.92 63.34 62.82 61.24 61.73 67.95 66.27 67.49 65.63 67.47 66.79 65.89 64.73 60.6 2 60.39 60.90 61.06 62.31 60.95 60.94 63.82 62.72 62.00 62.40 62.09 63.32 63.72 64.32 65.57 65.77 65.21 67.11 66.86 66.01 63.75 64.85 85.66 8 3.59 78 .86 79.58 71.23 70. 02 68.64 74.22 71.13 67.40 66.84 67.93 64.80 63.62 66.49 66.59 66.22 65.88 65.96 65.51 65.44 63.97 64.42 62.24 68.39 106.32 65.32 65.49 67.77 68.53 65.36 66.83 68.48 68.12 69.02 67.96 67.55 69.81 71.06 71.43 70.27 69.19 70.05 70.66 72.23 72.21 72.97 74.34 67.22 67.72 67.89 67.72 67.53 67.45 68.02 68.99 68.21 68.70 66.57 66.61 68.42 68.74 66.08 64.64 63.44 63.98 66.05 64.97 63.96 65.04 66.79 66.46 65.27 64.48 64.78 63.36 63.86 80.01 85.27 79.17 75.11 86.86 69.84 67.86 68.31 70.34 74.48 78.02 75.14 75.44 7 6 .0 7 77.94 78.82 78.64 80.25 7 9 . 1 0 87.92 64.36 73.66 72.46 75.42 82.53 84.45 85.79 95.69 107.51 78.11 70.77 88.23 9 6. 29 96.13 103.71 1 15.2 0 1 1 5 . 2 7 101.33 89.33 97.65 97.31 102.52 120.76 113.4 3 107.27 104.24 133.43 123.16 1 2 4.47 111.40 128.89 134.37 69.91 75.21 78.31 74.20 75.81 71.59 72.41 82.71 84.24 88.72 81.17 91.49 94.85 98.38 104.53 107.58 109.16 97.42 1 0 3 . 4 3 112.60 108.36 116.13 122.89 125.32 132.66 124.75 125.75 124.62 119.27 71.41 75.81 76.77 82.66 81.66 81.39 88.35 86.12 84.30 10 8.24 92.30 69.30 67.44 71.56 83.20 80.33 84. 62 99.21 99.44 92.16 94.54 1 0 8.77 95.71 114.68 108.34 100.45 1 00. 61 112.49 117.19 108.50 1 12.44 132.60 111.92 118.37 H=58.820 H=70.286 H=86.754 H=59.484 H=58.980 H=62.789 H=92.65 6 H=110.9 15 H=105.910 H=87.957 H=65.676 H=62.292 H=59.874 H=57.781 H=57.433 H=57.112 H=59.017 105.62 102.34 65.76 67.29 65.20 65 6 5 7 0 7 5 8 0 85 9 5 100 90 10 5 110 115 120 1 2 5 1 3 0 135 135 85 9 0 70 7 5 8 0 9 5 100 105 110 115 1 20 70 6 5 7 5 80 85 9 0 9 5 100 12 0 1 10 1 1 5 1 0 5 125 130 1 2 5 130 135 105 1 10 120 11 5 85 90 95 100 1 0 5 1 1 0 70 75 8 0 90 95 100 10 5 110 110 115 平常時＋水深＋余裕高線(1/8) 平常時堆砂線(1/8) 進入防止柵 N=1式 不透 過 型えん 堤工 FH=83.80 FH=91.90 FH=91.90 INSEM施工ヤード FH=86.90 進入防止柵 N=1式 ３号木製階段工 L=10.5m 進入防止柵 N=1式 １号木製階段工 L=8.5m 集水桝 (B1000-L1000-H600) 3.00 12.30 (取付水路工) (現場打ち水路) 17.70 垂 直壁工 H=3.2m (前庭保護工) 堤 長L=7 9.0m ,堤高 H =11. 0m ２号木製階段工 L=3.3m 79.2 183.5 56.1 57.1 79.2 183.5 56.1 57.1 150 150 10 .4 5% 10.45% 14 .92% FH=58.5 FH=69.80 15R 6R 15R NO.5 NO.0 NO.1 NO.2 NO.3 NO.4 NO.6 NO.7 NO.8 コルゲートフリューム(B450-H50) L=155.6m 工事用道路（撤去） L=163.3m 1 5 R 15R 計画堆砂線(1/6) NT.3 NT.4 NT.2 NT.6 NT.7 NT.3 NT.4 NT.2 NT.6 NT.7 3 0R 3 0 R 3 0 R 公共現年 実施設計 起工 ２ R= 20 (N O. 0+0 . 0 0 0 ) ( N O . 0 + 1 0 . 0 0 4 ) R = 2 0 R = 1 5 (N O . 3+ 0. 308) (NO.3+18.54 1) R=1 5 (NO.3+18.54 1) R=1 5 R= 15 (NO.4+1.074) (N O. 5+ 5 . 598 ) R =15 舗装工(切削オーバーレイ） A=458m2 舗装工（打換え） A=291m2
Transcript of D 計画平面図 Ddb.pref.tottori.jp/HacchuKoukai.nsf... · 2020. 10. 23. · hk.2-4- 1 hk.2-4-2...
HK.2-4-1
HK.2-4-2
HK.2-5-1
HK.2-5-2
HK.2-6-1
HK.12-1
HK.11-1
HK.11-2
HK.11-3
KK27
KK28
KK29
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HK.13-1
HK.2-6-2
KK132KK133
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KK146 KK147
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IP.1
BPB
C.1
SP
.1
EC
.1
0/14.4
0/20
0/28
0/33
0/38
0/40
0/50
0/60 0/
80 0/100
EP
IP.1
IP.2
NO
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NO
.1
NO
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NO
.3BC.1
SP.1
EC.1
SP.1
EC.1NO.4BC.2
SP.2
NO
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EC
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NO
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NO
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NO
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NO
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NO.0
BC.1
EC.1
BC.2
EC.2
NT.1
NT.2
NT.2-1
NT.2-2NT.2-3
NT.2-4
NT.2-5
NT.2-6NT.2-7
NT.3
NT.4
NT.5
NT.6NT.7
NT.8
NT.9
NT.10
NT.10TP1
NT.10TP2
NT.11
NT.12NT.13
NT.14
NT.14-1
NT.15
NT.16
NT.17
NT.17-1
NT.18
NT.18-1TP
NT.18-2TP
NT.19
SBM.1
SBM.2
Y=-
2665
0Y=-
2665
0
Y=-
2670
0Y=-
2670
0
Y=-
2675
0Y=-
2675
0
Y=-
2680
0Y=-
2680
0
Y=-
2685
0Y=-
2685
0
Y=-
2690
0Y=-
2690
0
Y=-
2695
0Y=-
2695
0
Y=-
2700
0Y=-
2700
0
車庫
70
75
70
75
車庫
蔵
BOX400×400
倉庫
1200×950
倉庫
Ｃｏ
Ｃｏ
車庫
Ｄ
Ｄ
Ｄ
蔵
倉庫
住居跡
Ｔ 南六幹１９
Ｅ オオサカカン９９
蔵
VUφ200
VUφ200
倉庫
倉庫 倉庫倉庫
Ｔ 南六幹２０
ビニール
ハウス
車庫車庫
車庫 車庫兼離れ
Ｃｏ
HPφ300
H Pφ30
0
Ｔ 南六幹１８Ｅ オオサカカン１００
HPφ300
吐口不明
Ｔ 南六幹１７Ｅ オオサカカン１００次１
堰板
堰板
県
道鷲
峰気
高
線
至
気高
至
山宮
Ａｓ
Ａｓ
Ａｓ
Ａｓ
59.36
59.36
59.24
58.94
59.11
59.15
58.65
58.31
58.14
58.14
57.3158.93
57.34
59.15
57.39
58.70
58.78
59.12
59.69
59.61
59.60
59.75
58.98
59.10
59.01
58.10 58.22
58.21
58.39
58.42
58.51
58.52
58.61
58.49
58.49
58.74
58.51
59.49
59.38
60.27
60.27
58.82
59.25
58.7760.43
58.83
58.64
58.64
58.70
58.49
58.33
58.21
58.12
58.07
57.86
57.72
57.81
69.75
70.12
68.63
68.4468.60
68.46
68.77
66.00
66.03
66.04
66.29
65.86
60.53
60.39
61.81
61.51
61.51
61.76
62.16
62.6365.0064.74
64.25
64.5565.99
64.41
64.03
64.00
64.28
63.91
63.87
63.01
62.94
62.61
62.86
62.67
62.53
61.69
60.25
59.91
79.34
76.30
73.58
71.86
72.48
71.48
70.77
71.18
69.72
69.16
68.92
69.71
68.93
69.64
72.96
72.7169.64
68.91
70.90
70.45
70.93
68.34
67.82
68.39
68.03
67.49
67.44
67.5766.5965.62
67.10
67.25
67.09
66.73
66.13
66.34
66.69
65.39
65.60
65.04
65.48
67.40
66.45
65.27
63.72
63.40
64.18
63.59
63.65 63.54
63.14
64.63
64.71
63.44
63.41
63.19
63.19
62.67
62.75
62.78
63.75
64.35
62.87
61.26
61.73
61.13
63.27
61.4161.20
63.07
62.78
62.35
62.90
63.5563.56
63.86
63.31
63.11
61.85
62.43
62.3061.46
61.29
60.72
60.62
61.05
61.05
60.53
59.31
60.11
60.10
59.16
59.19
60.10
60.38
60.40
60.13
60.12
60.04 60.70
61.00
61.13
59.9159.8859.62
59.44
58.87
58.18
60.62
59.3159.70
60.50
60.38
60.54
60.87
60.80
60.52
59.48
60.1459.93
59.29
61.40
60.77
60.21
59.1959.95
59.99
60.01
60.24
60.51
62.55
61.96
60.67
59.66
62.45
62.0061.38
61.0160.27
60.0559.88
59.57
59.30
60.25
３－２Ａ．５
Ａ．６
Ａ．７
Ａ．８
Ｂ．２２
Ｂ．２３
Ｂ．２４
Ｂ．２５
計 画 平 面 図 S = 1 : 5 0 0
図 号
単 位縮 尺
位 置
図 名
河 川 名
計 画 平 面 図
鳥取市気高町上原地内
柿京寺川
1：500 M
世界測地系
鳥取県鳥取県土整備事務所
鳥取県
柿京寺川砂防工事（舗装補修）
令和 ２ 年度施行
※A 3印刷の場合、縮尺は表示縮尺の1 / 2
全 2 葉中の内 1
3-1
3-2
NT.1
NT.2
NT.3
NT.4
NT.5
NT.6NT.7
NT.8
NT.9
NT.10
NT.11
NT.12
NT.13
NT.14
NT.15
NT.16NT.17
NT.18
NT.19
NT.17-1
NT.2-1
NT.2-2
NT.2-3
NT.2-4
NT.2-5 NT.2-6 NT.2-7
59.05
59.26
54.80
54.6954.97
56.96
56.96
56.88
56.6857.01 5
7.21
57.15
57.10
58.10
57.82
57.84
57.
0 757.
0 1
57.89
55.51
55.45
55.37
55.36
56.46
56.62
57.9257.12
56.84
57.15
58.06
57.94
56.98
57.68 58.70
58.61
57.09
57.68
57.11
57.39
58.05
58.66
58.22
58.73
58.58
58.40
57.81
58.14
58.36
57.46
57 .
3 5
57.84
57.38
57.
47
59.31
59.30
59.52
59.26 59.8059.44
60.05
58.94
58.78
57.09
57.
24
59.03
58.10
57.86
57.60
111.94
1 22 .
5 9
105.92
113.46
1 20 .
7 1
127.42
133.01
116.04
117.29
105 .02
1 06.43
1 1 3 .3 9
101.53
93.36
133.83
57.
71
59.09
58.83
58.72
59.59
60.49
60.64
60.74
59.52
59.56
59.81
59.7460.88
59.81
59.63
59.64
59.
79
60.89
61.03
60.31
61.62
61.03
60.72
61.80
61.6161.99
63.0562.79
62.03
61.67
63.22
63.26
64.75
65.46
63.32
64.53
64.69 65.44
63.97
63.88
63.92
63.3462.82
61.24
61.73
67.9566.27
67.49
65.63
67.47
66.79
65.8964.73
60.62
60.39
60.9061.06
62.31
60.9560.9463.82
62.72
62.00
62.40
62.09
63.32
63.72
64.3265.57
65.7765.21
67.11
66.8666.01
63.75
64.85
85.66
83.59
78.86
79.58
71.23
70.02
68.64
74.22
71.1367.40
66.84
67.93
64.8063.62
66.49
66.59
66.22
65.88
65.96
65.51
65.44
63.97
64.42
62.24
68.39
106.32
65.32
65.4967.
77
68.53
65.36
66.83
68.48
68.12
69.02
67.96
67.55
69.81
71.06
71.43
70.27
69.19
70.05
70.66
72.23 72.
2172.
9774.
34
67.22
67.72
67.89
67.72
67.53
67.45
68.02
68.99
68.21
68.70
66.57
66.61
68.42
68.7466.08
64.64
63.44
63.98
66.05
64.9763.96
65.04
66.79
66.46
65.27
64.48
64.7863.36
63.86
80.01
85.2779.17
75.11
86.86
69.84
67.86
68.31
70.34
74.48
7 8. 02
7 5. 1
4
75.44
76. 07
77.94 78.82
78.64
80.25
7 9. 10
87.92
64.36
73.66
72.46
75.42
82.53
84.45
85.79
95.69
107.51
78.11
70.77
88.23
96.29
96.13
103.71
115.20
1 1 5 . 2 7
101.33
89.33
97.65
97.31
102.52
120.76
1 13 .4 3
107.27
104.24
133.43
123.16
124.47
111.40
128.89
134.37
69.91
75.21
78.31
74.20
75.81
71.59
72.41
82.71
84.24
88.72
81.17
91.49
94.8598.38
104.53
107.58
109.16
97.42
1 03 .4 3
112.60
108.36
116.13
122.89
125.32
132.66
124.75
125.75
124.62119.27
71.41
75.81
76.77
82.66
81.66
81.39 88.35
86.12
84.30
108.24
92.30
69.30
67.44
71.56
83.20
80.33
84.62
99.21
99.44
92.16
9 4. 5
4
108.77
95.71
114.68
108.34
100.45
100.61
112.49
1 17.19
108.50
112.44
132.60
111.9
2
118.37
H=58.820
H=70.286
H=86.754
H=59.484
H=58.980
H=62.789
H=92.656
H=110.915
H=105.910
H=87.957
H=65.676H=62.292
H=59.874
H=57.781
H=57.433
H=57.112
H=59.017
105.62
102.34
65.76
67.29
65.20
65
65
70
75
80
85
95
10090
105110
115
120
125
130 135
135
85
90
70
75
80
95
100
105
110
115
120
70
65
75
80
85
90
95
100
120
110
115
105
125
130
12 5
130
135
105
110
120
115
85
90 95 100
105
110
70
75 80
90
95
100
105
110
110
115
平常時＋水深＋余裕高線(1/8)
平常時堆砂線(1/8)
進入防止柵 N=1式
不透過型えん堤工
FH=83.80
FH=91.90
FH=91.90
INSEM施工ヤード
FH=86.90
進入防止柵 N=1式
３号木製階段工 L=10.5m
進入防止柵 N=1式
１号木製階段工
L=8.5m
集水桝
(B1000-L1000-H600)
3.0012.30
(取付水路工)
(現場打ち水路)
17.70
垂直壁工
H=3.2m
(前庭保護工)
堤長L=79.0
m,堤高H=1
1.0m
２号木製階段工 L=3.3m
79.2
183.5
56.1
57.1
7 9 . 2
1 8 3 . 5
5 6 . 1
5 7 . 1
15 0
150
10.45%
10.45%
14.92%
FH=58.5
FH=69.80
15R
6R
15R
NO.5
NO.0
NO.1
NO.2
NO.3
NO.4
NO.6
NO.7
NO.8
コルゲートフリューム(B450-H50) L=155.6m
工事用道路（撤去） L=163.3m
15R
15R
計画堆砂線(1/6)
NT.3
NT.4
NT.2
NT.6
NT.7
NT.3
NT.4
NT.2
NT.6
NT.7
30R
3 0R
30R
公共現年 実施設計 起工２
R= 2 0
(NO
.0 +0 .0 0 0 )
(NO
.0+10
.004)
R=2
0
R=1
5
(NO
.3+0.308)
(NO.3+18.541)
R=15
(NO.3+18.541)
R=15
R=15
(NO.4+1.074)
(NO
.5+5.59
8)
R=15
舗装
工(切
削オ
ーバ
ーレ
イ）
A=458m2
舗装工（打換え） A= 291m2
河川名
M
鳥 取 県
図 名
位 置
縮 尺 単 位
図 号
鳥取県土整備事務所
図 示
標 準 断 面 図
舗 装 詳 細 図S=1:20
non scale
舗 装 詳 細 図
non scale
舗装打換え部（赤線）
S=1:20
柿京寺川砂防工事（舗装補修）
柿 京 寺 川
標 準 断 面 図
全 2 葉中の内 2
令和 ２ 年度施行
鳥取市気高町上原地内
切削オーバーレイ部（市道）
30
40
表層（再生密粒As(13) t=3cm)
既設As
路面切削(t=3cm)
水路
側溝
路面切削（t=3cm）
表層（再生密粒As(13) t=3cm)
石積
畑
塀
民地
既設路盤
既設舗装版撤去 t=4cm
表層（再生密粒As(13) t=4cm)
表層（再生密粒As(13) t=4cm)
3,200～4 ,500
3,000～1 8,800
※A 3印刷の場合、縮尺は表示縮尺の1 / 2
公共現年 実施設計 起工２
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