施工箇所 準用河川木戸川船橋市古和釜町 26 番 1 地先案内図 縮尺 S=1:2000 図面番号全 8 葉の内第 1 葉船橋市建設局下水道部河川整備課
平面図 NO.20 T.7 11.71 11.82 10.09 9.97 9.88 10.83 10.65 (YP=8) 9.95 NO.19+11.250 W=2.5m L=312m W=2.5m L=316m NO.4 工事名工事箇所図面種別縮尺図面番号全葉葉の内第河川名準用河川木戸川船橋市建設局下水道部河川整備課木戸川管理用通路砕石舗装工事 ( その 2) S=1:1000 8 2 船橋市古和釜町 26 番 1 地先平面図 1 砕石舗装右岸整備延長 L=729m 砕石舗装左岸整備延長 L=787m NO.19+15.0 NO.19+3.3 NO.4 NO.1 NO.2 NO.3 NO.5 NO.6 NO.7 NO.8 NO.9 NO.10 NO.15 SP.2 BC.3(No,16+9.649) NO.14 NO.13 NO.12 NO.11 NO.16 EC.1(No,4+16.313) NO.17 NO.18 NO.19 NO.20 R=100.000 TL=55.425 CL=101.220 SL=14.333 T.3 T.5 T.6 T.2 T.8 9.47 9.44 9.63 9.83 9.95 10.26 T.1 3-01 豊富 243 11.11 11.22 11.36 11.51 11.54 11.70 11.35 11.62 10.22 10.29 10.29 10.34 10.07 10.11 9.85 10.52 11.35 10.91 11.00 11.08 11.01 10.52 10.45 10.44 10.16 9.83 9.88 9.72 10.17 10.19 10.03 10.23 10.16 10.11 10.42 9.90 9.78 9.85 9.56 9.54 9.52 9.42 9.29 9.55 9.18 9.06 9.24 8.64 10.25 11.26 11.33 11.25 9.32 9.26 9.38 9.64 9.81 9.70 9.49 9.25 9.09 8.57 9.35 9.33 9.35 9.43 9.43 9.52 10.95 10.24 9.79 9.71 9.61 9.52 9.46 10.12 10.23 9.39 8.88 10.04 9.83 9.66 12.65 10.79 10.88 11.14 12.04 10.13 9.69 9.46 9.41 9.67 9.64 9.72 9.16 9.30 9.66 9.83 9.68 9.48 9.43 9.20 9.30 9.56 9.49 9.39 9.31 9.54 9.67 9.37 9.35 9.65 9.65 9.32 9.29 9.15 9.37 11.23 12.30 9.09 9.46 9.14 8.88 8.96 9.17 9.50 10.77 10.03 9.63 9.60 11.84 11.67 11.77 11.64 9.91 船橋市金堀町古和釜町 (YP=11.541) (YP=11.044) (YP=10.923) 8.63 8.89 8.53 9.68 (YP=9.720) (YP=9.842) (YP=10.756) (YP=11.202) X=-27.70 Y=+20.80 Y=+21.00 9.80 9.90 9.62 9.58 11.84 11.51 10.45 10.09 9.97 9.73 9.79 9.86 9.79 10.20 10.51 古和釜町 9.97 9.80 9.85 X=-27.90 Y=+20.80 船橋市 IA=77-57-54 R=55.000 TL=44.510 CL=74.841 SL=15.754 IP.3 NO.0 IP.2 NO.1 BC.1 NO.2 NO.3 EC1 EC2 BC3 12 13 14 15 16 KBṂ1 VP100 ( 休 ) ( 休 ) ( 休 ) 8.84 8.89 8.94 9.04 9.15 8.98 8.94 9.39 9.41 9.34 8.83 8.93 8.86 8.91 9.02 8.94 8.28 9.64 9.14 6.93 9.49 8.06 8.99 9.06 9.46 9.39 8.90 8.75 9.26 7.36 9.600 9.25 9.00 8.81 8.97 8.89 9.00 9.11 9.07 9.93 9.55 8.86 9.20 9.24 SP.3 NO.18+14.026 NO.19+2.529 BC1 No.3 SP1 M No.2 NO.19+2.377 NO.19+8.093 NO.11+7.00 No.12+9.130 NO.1 BC.1 NO.2 NO.3 NO.5 NO.6 NO.7 NO.8 NO.9 NO.10 NO.13 NO.12 NO.11 EC.1(No,4+16.313) IP.2 NO.11+7.00 NO.1 BC.1 NO.2 NO.4
NO.20 10.69 10.94 11.40 10.99 11.08 10.58 11.34 11.65 11.67 11.46 11.26 11.04 10.46 10.41 10.51 10.79 11.14 10.88 11.36 U0.60 T.12 3-02 T.7 3-03 T.21 豊富 79 豊富 80 豊富 81 T.16 豊富 84 豊富 83 11.42 11.34 11.35 11.06 10.77 10.71 10.56 11.48 11.51 11.23 10.85 13.16 12.14 11.28 11.16 11.89 12.16 12.07 12.03 12.11 11.22 11.27 11.03 11.02 10.95 11.90 10.77 10.74 11.71 11.82 10.91 11.13 10.35 10.07 10.14 10.67 11.43 10.63 10.25 10.30 10.43 10.61 10.94 11.13 10.40 10.63 10.82 11.18 11.27 11.40 11.66 11.99 10.91 10.35 10.81 10.64 10.61 11.58 10.84 10.66 9.47 9.98 10.09 9.97 9.96 9.36 10.46 10.16 9.87 9.88 10.38 10.83 10.65 11.23 9.99 9.38 10.35 10.24 11.89 11.70 10.46 10.57 10.26 10.09 10.05 10.04 10.04 10.35 10.49 10.56 10.58 10.42 10.41 10.72 10.68 10.66 10.25 金堀町 (YP=8) 9.92 10.08 8.86 9.12 9.95 (YP=6) (YP=12.117) (YP=11.875) (YP=11.824) (YP=11.098) X=-27.70 Y=+20.50 Y=+20.60 Y=+20.70 11.56 11.70 8.65 +13.447 13 15 12 14 16 FH=11.24 NȮ19+11.250 Nȯ5 NO.21 NO.22 NO.23 NO.24 NO.25 NO.26 NO.27 NO.28 NO.29 NO.30 NO.31 NO.32 10.81 10.66 11.40 10.99 11.90 11.65 10.41 10.51 10.79 11.14 11.45 10.88 U0.60 IA=8-00-00 R=364.000 TL=25.453 CL=50.823 SL= 0.889 T.13 吉橋恒信 11.21 11.56 11.70 10.84 11.48 11.38 11.18 10.87 10.66 11.01 T.14 楠山 186 12.27 11.21 10.73 9.92 11.93 11.20 12.28 11.51 11.38 12.43 11.44 11.33 11.50 11.49 12.28 11.62 13.23 13.32 13.20 13.24 13.29 13.10 12.98 13.37 古和釜町楠が山町 (YP=12.000) (YP=12.261) 10.76 11.78 12.16 11.64 11.39 11.50 14.60 14.18 11.09 11.77 12.38 13.34 T.19 楠山 173 13.61 11.00 10.83 9.94 10.70 11.02 11.06 12.23 11.58 10.89 11.05 11.72 13.26 T.18 13.34 12.87 (YP=13.301) (YP=13.379) T.18 9.40 9.91 9.96 +5.552 BNȮ0 B BEP BNỌ1 BNỌ2 BNȮ3 BNO.6 BNO.7 IP.4 BNO.4 +3.129 BNỌ8 BNO.9 BNỌ10 13 NO.37 SP.4 NO.38 NO.31 NO.32 NO.33 NO.34 NO.35 NO.36 BC.4(No,36+5.124) W=2.5m L=417m W=2.5m L=471m 工事名工事箇所図面種別縮尺図面番号全葉葉の内第河川名準用河川木戸川船橋市建設局下水道部河川整備課木戸川管理用通路砕石舗装工事 ( その 2) S=1:1000 8 3 船橋市古和釜町 26 番 1 地先平面図 2 砕石舗装左岸整備延長 L=787m 砕石舗装右岸整備延長 L=729m NO.20+2.0 NO.19+8.7 1 号人孔嵩上げ (H=300)
NO.36 NO.37 NO.38 NO.39 15.02 11.96 11.87 12.05 SP2 1IP2 12.01 11.62 船橋市 14.56 13.00 11.25 11.44 11.33 IP.4 IA=8-00-00 R=364.000 TL=25.453 CL=50.823 SL= 0.889 11.05 10.73 12.28 11.00 12.28 古和釜町 砕石舗装右岸整備延長 L=729m W=2.5m Ṫ14 12.43 11.21 11.50 (YP=12.261) L=417m NO.41 12.65 12.74 12.45 豊富 69 13.37 13.57 13.97 13.22 U0.40 NO.5 14.34 13.82 T.24 (YP=14.320) NO.6 14.07 豊富 70 KNO.8 14.13 T.15 (YP=14.084) 豊富 71 L0.35 L0.35 KSP3 11.49 11.72 12.97 11.92 11.79 12.80 11.96 11.83 11.66 12.01 12.01 12.26 11.61 NO.47 11.76 NO.48 U0.35 NO.49 Ṭ30 (YP=11.466) 11.08 EC.5(No,50+8.557) NO.50 11.75 10.92 9.62 NO.50 NO.51 11.24 NO.51 NO.52 11.45 11.64 11.27 11.06 11.22 +16.848 NO.52 10.55 三咲川合流部 NO.53 NO.54 11.50 11.33 11.27 NO.53 12.98 11.36 11.26 11.67 11.48 NO.54 U0.50 NO.55 10.86 NO.55 9.78 NO.56 11.34 11.12 11.39 11.21 13.07 11.53 古和釜 154 NO.56 BC.4(No,36+5.124) 9.40 NO.40 11.40 11.39 12.00 古和釜 155 NO.41 11.87 11.91 T.34 (YP=12.811) 12.87 11.56 9.96 10.70 SP.4 IP.4 11.20 9.98 11.63 11.80 古和釜 701 11.57 11.71 11.02 11.59 12.49 11.06 11.62 12.44 11.60 11.82 11.93 古和釜 156 12.70 11.93 吉橋農園直売所ビニールハウス SNO.6 SEC2 楠山 191 市道 6373 号線 11.68 古和釜 185 11.72 12.98 13.10 C10 楠山 190 SEC3 13.05 T.20 (YP=12.826) SSP3 SIP.3 SNO.7 SBC3 13.01 12.31 10.26 3-06 (YP=13.178) 13.06 13.23 T.19 (YP=13.301) 13.29 13.26 楠山 186 13.20 W=2.5m L=471m 13.24 楠山 173 工事名 木戸川管理用通路砕石舗装工事 ( その 2) 砕石舗装左岸整備延長 L=787m NO.42+6.5 河川名工事箇所図面種別 準用河川木戸川船橋市古和釜町 26 番 1 地先 平面図 3 縮尺 S=1:1000 図面番号全 8 葉の内第 4 葉 船橋市建設局下水道部河川整備課
NO.4 右岸施工延長 L=729m 左岸施工延長 L=787m 15.00 600 9.050 桑納川合流部 ( 右 1)φ300(EL=8.08) NO.3+9.985 9.050 600 ( 左 2)φ300(EL=8.63) NO.9+2.044 ( 右 3)φ300(EL=8.89) NO.9+12.232 ( 右 4)φ300(EL=8.88) NO.12+1.825 ( 左 5)φ300(EL=8.68) NO.13+15.863 2000 1650 1:500 DL=5.00 7.050 7.400 No.0 No.1 BC.1 No.1 +1.444 No.2 No.3 No.4 EC.1 No.4 +16.319 No.5 BC.2 No.5 +3.318 No.5 +11.087 No.6 No.7 No.8 No.8 +2.400 No.9 No.10 EC.2 No.10 +4.547 No.11 No.12 No.13 No.14 No.15 No.16 BC.3 No.16 +9.647 No.17 単距離 追加距離 河床高 計画 0.00 6.292 9.050 6.292 40.00 6.376 9.050 6.376 60.00 80.00 7.100 100.00 7.147 7.190 1 7.309 9.050 140.00 7.352 9.050 160.00 7.395 9.050 7.400 9.050 180.00 7.438 9.088 9.688 200.00 7.481 9.131 9.731 2 7.524 9.174 9.774 240.00 7.567 9.217 9.817 260.00 280.00 7.653 9.303 9.903 300.00 7.697 9.347 9.947 3 7.740 9.390 9.990 340.00 7.783 9.433 i=level =162.400m i=level =162.400m 9.050 9.788 9.688 9.788 9.688 9.831 9.731 9.831 9.731 9.874 9.874 9.774 9.774 9.917 9.817 9.917 9.817 =174.484m =189.751m 測点 SP.1 No.2 +18.882 SP.2 No.7 +13.933 管理用通路 9.960 9.960 9.860 9.860 3 9.903 3 9.903 10.047 9.947 10.047 9.947 10.090 9.990 10.090 9.990 10.133 10.133 1:100 左岸右岸高水位堤防高計画高計画高現況高現況高 6.334 600 6.337 2250 6.618 6.633 6.890 1650 i=1/480 =40.000m 9.050 9.050 9.050 i=1/77.8 =71.087m 9.050 9.050 9.050 曲線 111.09 7.289 7.289 i=1/464 =2043.913m 7.610 9.260 9.860 IA=78 00'00' R = 55.000 TL= 44.538 CL= 74.875 SL= 15.772 IP.2 IA=58 00'00' R = 100.000 CL= 101.229 TL= 55.431 SL= 14.335 準用河川木戸川船橋市古和釜町 26 番 1 地先縦断図 1 縮尺図示図面番号全 8 葉の内第 5 葉船橋市建設局下水道部河川整備課
15.00 250 10.097 10.085 600 5000600 ( 左 5-)φ300(EL=9.55) NO.19+3.5 NO.20+5.468 NO.19+4 20.225m 4.000m 4.000m 12.770m NO.19+13.939 NO.19+0.349 16.332m4.000m4.000m14.886m 950 6200 1 号橋梁 ( 橋面高 =m) (L=24.4m,W=5.0m) NO.19+12.113 ( 右 6)φ300(EL=8.34) NO.20+17.7 ( 左 7)φ300(EL=9.12) NO.21+7.145 10.181 10.201 ( 右 8)φ300(EL=9.17) NO.23+9.0 右岸施工延長 L=729m 左岸施工延長 L=787m 計画堤防高 計画高水位 ( 右 10)φ750(EL=9.47) NO.25+18.156 ( 左 9)φ300(EL=9.38) NO.25+18.566 ( 左 11) 神保川 φ1500(el=9.30) NO.28+7.7 ( 右 13)φ700(EL=9.83) NO.30+15.491 ( 左 12)φ300(EL=) NO.30+15.764 i=1/464 計画河床高 No.17 No.18 No.19 EC.3 No.19 +19.530 No.20 No.21 No.22 No.23 No.24 No.25 No.26 No.27 No.28 No.29 No.30 No.31 No.32 No.33 No.34 NO.25 340.00 360.00 380.00 400.00 4 440.00 460.00 480.00 500.00 5 540.00 560.00 580.00 600.00 6 640.00 660.00 680.00 10.176 10.076 10.185 10.085 10.085 10.119 10.219 10.176 10.076 10.186 10.086 10.197 10.097 10.097 NO.18+4.017 NO.18+9.779 NO.20+8.825 NO.20+18.238 i=6.000% =16.332m 11.256 10.810 11.156 10.710 11.277 11.277 11.277 11.277 11.277 11.277 10.942 10.842 10.813 11.277 10.913 11.277 1 10.181 10.181 i=6.000% =39.416m i=6.000% =14.886m i=6.000% =36.416m SP.3 No.18 +4.589 10.133 10.133 10.305 10.205 10.305 10.205 10.201 10.348 10.248 10.391 10.291 10.391 10.291 10.434 10.334 10.434 10.334 10.478 10.378 10.478 10.378 10.521 10.421 10.521 10.421 10.564 10.464 10.564 10.464 10.607 10.507 =1020.457m =1013.849m 測点 単距離 追加距離 計画 河床高 高水位堤防高 管理用通路 計画高現況高 左岸 計画高現況高 右岸 10.348 10.248 10.650 10.550 10.607 10.507 10.650 10.550 10.693 10.593 10.693 10.593 10.736 10.636 10.736 10.636 10.779 10.679 10.779 10.679 10.822 10.722 10.822 10.722 10.866 10.766 10.866 10.766 1:100 i=1/464 =2043.913m 7.783 9.433 7.826 9.476 10.076 7.836 9.486 10.086 7.869 9.519 10.119 7.911 9.561 10.161 7.912 9.562 10.162 7.955 9.605 10.205 7.998 9.648 10.248 8.041 9.691 10.291 8.084 9.734 10.334 8.128 9.778 10.378 8.171 9.821 10.421 8.214 9.864 10.464 8.257 9.907 10.507 8.300 9.950 10.550 8.343 曲線 9.993 10.593 8.386 10.036 10.636 8.429 10.079 10.679 8.472 10.122 10.722 8.516 10.166 10.766 IP.3 IA=22 00'00' R = 182.000 CL= 69.883 TL= 35.377 SL= 3.406 準用河川木戸川船橋市古和釜町 26 番 1 地先縦断図 2 縮尺図示図面番号全 8 葉の内第 6 葉船橋市建設局下水道部河川整備課
15.00 ( 右 15)φ300(EL=9.91) NO.35+13.966 ( 左 14)φ300(EL=9.96) NO.35+5+14.251 右岸施工延長 L=729m 左岸施工延長 L=787m 下水道管 (φ1500, 管天端高 =5.682) (NO.42+0.000) NO.41+9.200 ( 右 16-)φ250(EL=10.57) NO.42+6.5 NO.41+13.200 NO.38+5.1 ( 左 17)φ300(EL=10.14) NO.40+14.479 ( 右 18)φ300(EL=10.48) NO.40+19.7 NO.41+19.500 NO.42+3.500 ( 左 18-)φ1000(EL=10.697) NO.41+12.4 11.013 10.994 10.981 6% 11.819 11.413 NO.41 6% 13.019 12.573 2485 4,000 13.703 13.704 2595 NO.44+9.000 ( 左 19)φ500(EL=10.88) NO.44+13.000 NO.43+4.601 ( 右 20-)600 600(EL=10.80) NO.44+8.121 ( 左 20)600 600(EL=10.71) NO.44+14.320 6% NO.45+18.000 NO.46+2.000 NO.46+16.587 4,000 41,622 4,000 43,587 13.934 13.934 11.225 6% 11.139 NO.48+3.622 11.377 1:500 DL=5.00 測点 NO.35 NO.36 BC.4 No.36 +5.130 NO.37 NO.38 EC.4 No.38 +15.954 NO.39 NO.40 NO.41 NO.42 NO.43 NO.44 NO.45 BC.5 No.45 +0.554 NO.46 NO.47 NO.48 NO.49 単距離 追加距離 700.00 7 740.00 760.00 780.00 800.00 8 840.00 860.00 880.00 900.00 9 940.00 960.00 980.00 計画 河床高 高水位堤防高 管理用通路 左岸 右岸 1:100 5.682 10.909 10.809 10.909 10.809 10.952 10.852 10.963 10.863 10.952 10.852 10.963 10.863 10.995 10.895 10.995 10.895 11.038 10.938 11.038 10.938 11.072 11.072 10.972 10.972 11.081 11.081 10.981 10.981 11.919 11.513 11.819 11.413 13.119 12.673 13.019 12.573 13.803 13.703 =1013.849m =1020.457m SP.4 No.37 +10.542 SP.5 No.47 +14.555 計画高現況高 計画高現況高 i=1/464 =2043.913m 8.559 10.209 10.809 8.602 10.252 10.852 8.613 10.263 10.863 8.645 10.295 10.895 8.688 10.338 10.938 8.72210.372 10.972 8.731 10.381 10.981 8.774 10.424 11.024 8.817 10.467 11.067 8.860 10.510 11.110 8.90310.553 11.153 2709 2649 8.947 10.597 7 8.990 10.640 11.240 8.991 10.641 11.241 9.033 10.683 11.283 9.076 10.726 11.326 9.119 10.769 11.369 9.162 10.812 11.412 曲線 IP.4 IA=8 00'00' R = 364.000 CL= 50.824 TL= 25.453 SL= 0.889 IP.5 IA=17 00'00' R = 364.000 CL= 108.001 TL= 54.400 SL= 4.043 準用河川木戸川船橋市古和釜町 26 番 1 地先縦断図 3 縮尺図示図面番号全 8 葉の内第 7 葉船橋市建設局下水道部河川整備課
標準断面図 右岸 NO4-NO19+15.0 左岸 NO4-NO19+3.3 3000 250 2500 250 砕石舗装 t=100 RM0-30 右岸 NO20+2.0-NO41 左岸 NO19+8.7-NO42+6.5 3500 砕石舗装 t=100 RM0-30 1:3.0 法面整形 4200 法面整形 100 1:3.0 既設堤防高 既設堤防高 法面整形 1:3.0 500 2500 500 1:3.0 法面整形 100 盛土工 4100 盛土工 盛土工 事前掘削 盛土工 事前掘削 1 号マンホール嵩上げ 1:30 堤防天端高 10.700 直壁 300 +10.400 準用河川木戸川船橋市古和釜町 26 番 1 地先標準断面図 縮尺 S=1:50 図面番号全 8 葉の内第 8 葉船橋市建設局下水道部河川整備課