Geom Title=HEC2 Bridges at Nevada Tejon Program Version=3.11 Viewing Rectangle= 0.2785 , 0.7554 , 1.0271 ,-0.0027 Junct Name=Junction 1 Junct Desc=Junction of Fountain and Monument Creeks, 0 , 0 ,-1 Junct X Y & Text X Y=0.6083268,0.4802704,0.6083268,0.4802704 Up River,Reach=Monument Creek ,Reach 1 Up River,Reach=Fountain Creek ,Reach 1 Dn River,Reach=Fountain Creek ,Reach 2 Junc L&A=250, Junc L&A=357, Junct Name=Junction 4 Junct Desc=Fountain and Cheyenne Creek Confluence, 0 , 0 ,-1 Junct X Y & Text X Y=0.6379916,0.1016703,0.6379916,0.1016703 Up River,Reach=Fountain Creek ,Reach 3 Up River,Reach=Cheyenne Creek ,Reach 1 Dn River,Reach=Fountain Creek ,Reach 4 Junc L&A=176, Junc L&A=196, Junct Name=Bear Conf Junct Desc=, 0 , 0 ,-1 Junct X Y & Text X Y=0.6024922,0.2809943,0.6024922,0.2809943 Up River,Reach=Fountain Creek ,Reach 2 Up River,Reach=Bear Creek ,Reach 1 Dn River,Reach=Fountain Creek ,Reach 3 Junc L&A=800, Junc L&A=150, River Reach=Bear Creek ,Reach 1 Reach XY= 2 .4335682 .2778379 .6024922 .2809943 Rch Text X Y=0.4695291,0.0844875 Reverse River Text= 0 Type RM Length L Ch R = 1 ,20787 ,310,300,290 BEGIN DESCRIPTION: 1300 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 13:36:53 #Sta/Elev= 11 1000 5990 1020 5984 1080 5982 1110 5980 1190 5970 1200 5964 1220 5964 1230 5970 1240 5976 1400 5978 1540 5980 #Mann= 3 , 0 , 0 1000 .016 0 1190 .016 0 1230 .016 0 Bank Sta=1190,1230 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,20739 ,230,230,230 BEGIN DESCRIPTION: 1000 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 07:30:29 #Sta/Elev= 11 1000 6000 1095 5970 1120 5960 1130 5958 1140 5958 1160 5960 1175 5970 1180 5972 1550 5972 1800 5972 1900 5974 #Mann= 3 , 0 , 0 1000 .035 0 1095 .035 0 1175 .035 0 Bank Sta=1095,1175 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,20623 ,20,20,20 BEGIN DESCRIPTION: 770 END DESCRIPTION: Node Last Edited Time=Oct/17/2002 16:23:01 #Sta/Elev= 18 1000 5982 1015 5980 1040 5970 1070 5960 1075 5955 1120 5955 1120 5960 1135 5966 1150 5966 1160 5962 1220 5962 1380 5964 1400 5964 1500 5964 1560 5964 1600 5966 1690 5968 1790 5970 #Mann= 3 , 0 , 0 1000 .035 0 1070 .035 0 1120 .035 0 Bank Sta=1070,1120 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,20585 ,270,270,270 BEGIN DESCRIPTION: 750 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 07:26:33 #Sta/Elev= 14 1000 5982 1015 5980 1035 5970 1060 5960 1075 5948 1110 5948 1120 5962 1320 5962 1400 5964 1450 5966 1500 5964 1570 5964 1620 5966 1830 5970 #Mann= 3 , 0 , 0 1000 .035 0 1060 .035 0 1120 .035 0 Bank Sta=1060,1120 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,20555 ,260,260,260 BEGIN DESCRIPTION: 500 END DESCRIPTION: Node Last Edited Time=Oct/17/2002 16:15:03 #Sta/Elev= 12 1000 5982 1210 5962 1225 5960 1260 5950 1310 5940 1340 5950 1405 5954 1700 5954 1780 5956 1830 5958 1890 5960 1900 5962 #Mann= 3 , 0 , 0 1000 .035 0 1260 .035 0 1340 .035 0 Bank Sta=1260,1340 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,20500 ,120,121,120 BEGIN DESCRIPTION: 240 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 07:44:36 #Sta/Elev= 7 1000 5944 1240 5942 1240 5929.7 1269 5929.7 1269 5942 1450 5944 1590 5946 #Mann= 3 , 0 , 0 1000 .035 0 1240 .035 0 1269 .035 0 Bank Sta=1240,1269 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 3 ,20437 ,,, BEGIN DESCRIPTION: Exisiting Bridge END DESCRIPTION: Node Last Edited Time=Oct/18/2002 09:30:02 Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 0.5,120,2.5,0, 6, 6, , , 0.95, 0, 0,0,, 1000 1240 1240 1269 1269 1590 5946 5946 5946 5946 5946 5946 5929.7 5929.7 5943.6 5943.6 5929.7 5929.7 1000 1240 1240 1269 1269 1590 5946 5946 5946 5946 5946 5946 5929 5929 5943.6 5943.6 5929 5929 BR Coef=-1 , 0 , 0 ,, 0 ,,,0.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=5946,5943.6, 1 ,29, 0 ,,,,,, BC HTab HWMax=5946 Type RM Length L Ch R = 1 ,20436 ,0,0,0 BEGIN DESCRIPTION: 120 END DESCRIPTION: XS GIS Cut Line=2 .4778393 .1440443 .5005892 .0976262 Node Last Edited Time=Oct/18/2002 09:50:56 #Sta/Elev= 7 1000 5942 1240 5942 1240 5929 1269 5929 1269 5942 1450 5944 1590 5946 #Mann= 3 , 0 , 0 1000 .016 0 1240 .016 0 1269 .016 0 Bank Sta=1240,1269 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 River Reach=Monument Creek ,Reach 1 Reach XY= 3 .6530278 1.00982 .609357 .4924747 .6083268 .4802704 Rch Text X Y=0.7216066,0.6565097 Reverse River Text=-1 Type RM Length L Ch R = 1 ,34088 ,270,325,350 BEGIN DESCRIPTION: 1065 END DESCRIPTION: Node Last Edited Time=Oct/24/2002 07:36:26 #Sta/Elev= 15 1000 6008.5 1130 5998.5 1250 5993.5 1420 5988.5 1490 5973.5 1570 5968.5 1590 5967.8 1610 5968.5 1615 5973.5 1625 5983.5 1680 5986.5 1720 5983.5 1780 5978.5 1980 5982.5 2780 6003.5 #Mann= 3 , 0 , 0 1000 .045 0 1570 .03 0 1610 .05 0 Bank Sta=1570,1610 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,33783 ,90,91,90 BEGIN DESCRIPTION: 1060.1 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 09:17:01 #Sta/Elev= 23 1000 6010.5 1260 6008.5 1280 6003.5 1290 5998.5 1340 5993.5 1490 5988.5 1550 5983.5 1560 5978.5 1600 5973.5 1670 5968.5 1700 5964.9 1740 5964.9 1750 5968.5 1790 6001.5 1820 5993.5 1860 5978.5 1890 5967.5 1950 5967.5 1999 5978.5 2000 5993.5 2050 5986.5 3050 5989.5 3450 6003.5 #Mann= 3 , 0 , 0 1000 .045 0 1260 .03 0 1790 .05 0 Bank Sta=1260,1790 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 3 ,33773 ,,, BEGIN DESCRIPTION: Bijou Street Bridge over Monument Creek END DESCRIPTION: Node Last Edited Time=Oct/18/2002 09:22:04 Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 0.5,90,2.5,0, 13, 13, , , 0.95, 0, 0,0,, 1000 1260 1260 1790 1790 1860 1890 1950 1999 2000 2050 3050 3450 6010.5 6008.5 6008.5 6001.5 6001.5 5978.5 5967.5 5967.5 5978.5 5993.5 5986.5 5989.5 6003.5 6010.5 6008.5 6001.4 5994.5 6001.5 5978.5 5967.5 5967.5 5978.5 5993.5 5986.5 5989.5 6003.5 1000 1260 1260 1790 1790 1860 1890 1950 1999 2000 2050 3050 3450 6010.5 6008.5 6008.5 6001.5 6001.5 5978.5 5967.5 5967.5 5978.5 5993.5 5986.5 5989.5 6003.5 6010.5 6008.5 6001.4 5994.5 6001.5 5978.5 5967.5 5967.5 5978.5 5993.5 5986.5 5989.5 6003.5 Pier Skew, UpSta & Num, DnSta & Num= ,370, 2 ,580, 2 , 0 , 0 , 0 ,, 9 9 5960 6005.94 9 9 5960 6005.66 Pier Skew, UpSta & Num, DnSta & Num= ,465, 2 ,675, 2 , 0 , 0 , 0 ,, 6 6 5960 6000.33 6 6 5960 6000.59 BR Coef=-1 , 0 , 0 ,, 0 ,,,0.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=,, 0 ,, 0 ,,,,,, BC HTab HWMax=6010.5 Type RM Length L Ch R = 1 ,33663 ,490,495,500 BEGIN DESCRIPTION: 1060 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 09:01:17 #Sta/Elev= 23 1000 6010.5 1260 6008.5 1280 6003.5 1290 5998.5 1340 5993.5 1490 5988.5 1550 5983.5 1560 5978.5 1600 5973.5 1670 5968.5 1700 5964.9 1740 5964.9 1750 5968.5 1790 6001.5 1820 5993.5 1860 5978.5 1890 5967.5 1950 5967.5 1999 5978.5 2000 5993.5 2050 5986.5 3050 5989.5 3450 6003.5 #Mann= 3 , 0 , 0 1000 .02 0 1260 .03 0 1790 .02 0 Bank Sta=1260,1790 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,33206 ,410,405,400 BEGIN DESCRIPTION: 1055 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 08:56:07 #Sta/Elev= 17 1000 6003.5 1040 5993.5 1280 5988.5 1350 5986 1820 5983.5 1830 5968.5 1870 5963.5 1905 5962.5 1940 5963.5 2020 5978.5 2070 5981.5 2100 5978.5 2770 5977.5 2850 5978.5 3400 5983.5 3750 5988.5 3950 6003.5 #Mann= 3 , 0 , 0 1000 .02 0 1870 .03 0 1940 .02 0 Bank Sta=1870,1940 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,32778 ,740,750,830 BEGIN DESCRIPTION: 1050 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 09:32:31 #Sta/Elev= 23 1000 6028.5 1400 6028.5 1400 5978.5 1510 5977.5 1750 5978.5 1980 5982 2115 5981 2260 5978.5 2270 5973.5 2280 5968.5 2280 5958.5 2290 5958.2 2330 5958.2 2350 5958.5 2370 5963.5 2450 5968.5 2500 5988.5 2520 5989.5 2630 5988 2670 5978.5 2880 5975.5 3900 5978.5 4050 5982.5 #Mann= 3 , 0 , 0 1000 .07 0 2280 .03 0 2350 .07 0 Bank Sta=2280,2350 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,32000 ,56,57,56 BEGIN DESCRIPTION: 1040.1 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 08:39:56 #Sta/Elev= 15 1000 5998.5 1480 5992.7 1490 5988.5 1590 5983.5 1790 5978.5 2020 5977.5 2030 5985.5 2450 5980.2 2450 5953.2 2720 5952.9 2720 5980.2 3100 5973.5 3750 5971.8 3930 5978.5 4620 6002.8 #Mann= 3 , 0 , 0 1000 .07 0 1590 .03 0 2720 .07 0 Bank Sta=1590,2720 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 3 ,31995 ,,, BEGIN DESCRIPTION: Colorado Avenue Bridge over Monument Creek END DESCRIPTION: Node Last Edited Time=Oct/18/2002 09:28:47 Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 0.5,56,2.5,0, 6, 6, , , 0.95, 0, 0,0,, 1000 1590 1590 2720 2720 4620 5980.2 5980.2 5980.2 5980.2 5980.2 5980.2 5952.9 5952.9 5974.2 5974.2 5952.9 5952.9 1000 1590 1590 2720 2720 4620 5980.2 5980.2 5980.2 5980.2 5980.2 5980.2 5952.9 5952.9 5974.2 5974.2 5952.9 5952.9 Pier Skew, UpSta & Num, DnSta & Num= ,2518, 2 ,2518, 2 , 0 , 0 , 0 ,, 3.5 3.5 5952.9 5974.2 3.5 3.5 5952.9 5974.2 Pier Skew, UpSta & Num, DnSta & Num= ,2645, 2 ,2645, 2 , 0 , 0 , 0 ,, 3.5 3.5 5952.9 5974.2 3.5 3.5 5952.9 5974.2 BR Coef=-1 , 0 , 0 ,, 0 ,,,0.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=5980.2,5974.2, 1 ,1130, 0 ,,2,2518,2518,127,3.5 BC HTab HWMax=6002.8 Type RM Length L Ch R = 1 ,31849 ,490,500,400 BEGIN DESCRIPTION: 1040 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 08:33:16 #Sta/Elev= 15 1000 5998.5 1480 5985.7 1490 5988.5 1590 5983.5 1790 5978.5 2020 5977.5 2030 5985.5 2450 5980.2 2450 5953.2 2720 5952.9 2720 5980.2 3100 5973.5 3750 5971.8 3930 5978.5 4620 6002.8 #Mann= 3 , 0 , 0 1000 .02 0 1590 .03 0 2720 .02 0 Bank Sta=1590,2720 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,31499 ,310,350,310 BEGIN DESCRIPTION: 1030 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 08:28:03 #Sta/Elev= 21 1000 5988.5 1050 5983.5 1130 5978.5 1320 5973.5 1860 5972.7 2200 5968.5 2205 5963.5 2215 5958.5 2285 5953.5 2300 5951.5 2330 5951.5 2390 5953.5 2460 5978.5 2520 6001.5 2610 6001.5 2710 5963.5 2900 5961.5 3100 5963.5 3430 5968.5 3560 5978.5 3750 5993 #Mann= 3 , 0 , 0 1000 .02 0 2285 .03 0 2390 .02 0 Bank Sta=2285,2390 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,31153 ,16,17,16 BEGIN DESCRIPTION: 1020.1 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 08:22:08 #Sta/Elev= 17 1000 5978.5 1120 5973.5 2180 5969.1 2182 5968.5 2195 5963.5 2210 5958.5 2260 5953.5 2320 5949.7 2325 5949.6 2345 5949.6 2350 5949.7 2355 5953.5 2365 5958.5 2372 5969.1 2590 5968.5 3040 5966.5 4180 5978.5 #Mann= 3 , 0 , 0 1000 .07 0 2180 .03 0 2372 .07 0 Bank Sta=2180,2372 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 3 ,31123 ,,, BEGIN DESCRIPTION: Railroad Bridge END DESCRIPTION: Node Last Edited Time=Oct/18/2002 08:23:29 Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 0.5,16,2.5,0, 6, 6, , , 0.95, 0, 0,0,, 1000 2228 2228 2324 2324 4180 5969.1 5969.1 5969.1 5969.1 5969.1 5969.1 5949.6 5949.6 5964.6 5964.6 5949.6 5949.6 1000 2228 2228 2324 2324 4180 5969.1 5969.1 5969.1 5969.1 5969.1 5969.1 5949.6 5949.6 5964.6 5964.6 5949.6 5949.6 BR Coef=-1 , 0 , 0 ,, 0 ,,,0.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=5969.1,5964.6, 1 ,96, 0 ,,,,,, BC HTab HWMax=5978.5 Type RM Length L Ch R = 1 ,31122 ,600,600,590 BEGIN DESCRIPTION: 1020 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 08:12:05 #Sta/Elev= 17 1000 5978.5 1120 5973.5 2180 5969.1 2182 5968.5 2195 5963.5 2210 5958.5 2260 5953.5 2320 5949.7 2325 5949.6 2345 5949.6 2350 5949.7 2355 5953.5 2365 5958.5 2372 5969.1 2590 5968.5 3040 5966.5 4180 5978.5 #Mann= 3 , 0 , 0 1000 .07 0 2180 .03 0 2372 .07 0 #Block Obstruct= 4 ,-1 1288.4 1291.6 5970.42 1338.4 1341.6 5970.38 1388.4 1391.6 5970.34 1438.4 1441.6 5970.3 Bank Sta=2180,2372 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,30584 ,0,0,0 BEGIN DESCRIPTION: 1010 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 07:55:03 #Sta/Elev= 27 1000 5978.5 1010 5973.5 1430 5968.5 1595 5964.5 1630 5964.5 2090 5963.5 2165 5958.5 2175 5953.5 2200 5948.5 2210 5945.7 2215 5945.5 2245 5945.5 2250 5945.7 2270 5948.5 2290 5953.5 2340 5958.5 2400 5978.5 2430 5979.5 2450 5977.5 2490 5993 2585 5992.5 2670 5958.5 2750 5955 2910 5958.5 3200 5963.5 3490 5968.5 3520 5973.5 #Mann= 3 , 0 , 0 1000 .07 0 2200 .03 0 2270 .04 0 Bank Sta=2200,2270 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 River Reach=Fountain Creek ,Reach 1 Reach XY= 2 .2847791 .4729951 .6083268 .4802704 Rch Text X Y=0.365666,0.4748139 Reverse River Text= 0 Type RM Length L Ch R = 1 ,261129 ,320,350,370 BEGIN DESCRIPTION: 540 END DESCRIPTION: Node Last Edited Time=Oct/21/2002 14:22:44 #Sta/Elev= 21 700 5988.5 800 5974.5 835 5975.5 890 5971.5 930 5975.6 1000 5975.6 1140 5973.5 1380 5968.5 1390 5963.5 1395 5960.1 1395.5 5959.6 1415.5 5959.6 1416 5960.1 1450 5963.5 1500 5968.5 1680 5969.9 1880 5968.5 1940 5967.5 2000 5968.5 2090 5973.5 2250 5978.5 #Mann= 3 , 0 , 0 700 .02 0 1395 .03 0 1680 .02 0 Bank Sta=1395,1680 XS Rating Curve= 0 Exp/Cntr=0.5,0.3 Type RM Length L Ch R = 1 ,260984 ,65,66,65 BEGIN DESCRIPTION: 530.1 END DESCRIPTION: Node Last Edited Time=Oct/21/2002 14:19:11 #Sta/Elev= 19 1000 5978 1830 5973.5 1940 5972.7 1945 5968.5 1953 5963.5 1970 5958.5 1975 5957.5 1975.5 5956.6 2015 5956.6 2015.5 5957.5 2025 5958.5 2050 5963.5 2060 5972.7 2600 5970.7 2660 5955.5 2690 5958.5 3050 5963.5 3100 5973.5 3250 5978.5 #Mann= 3 , 0 , 0 1000 .06 0 1975.5 .03 0 2015 .055 0 Bank Sta=1975.5,2015 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 3 ,260815 ,,, Node Last Edited Time=Oct/21/2002 14:36:15 Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 0.5,65,2.5,0, 9, 9, , , 0.95, 0, 0,0,, 1000 1830 1940 1940 2060 2690 3050 3100 3250 5978 5973.5 5972.7 5972.7 5972.7 5958.5 5963.5 5973.5 5978.5 5978 5973.5 5972.7 5968.2 5968.2 5958.5 5963.5 5973.5 5978.5 1000 1830 1940 1940 2060 2690 3050 3100 3250 5978 5973.5 5972.7 5972.7 5972.7 5958.5 5963.5 5973.5 5978.5 5978 5973.5 5972.7 5968.2 5968.2 5958.5 5963.5 5973.5 5978.5 BR Coef=-1 , 0 , 0 ,, 0 ,,,0.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=,, 0 ,, 0 ,,,,,, BC HTab HWMax=5978.5 Type RM Length L Ch R = 1 ,260814 ,540,560,450 BEGIN DESCRIPTION: 530 END DESCRIPTION: Node Last Edited Time=Oct/21/2002 14:12:29 #Sta/Elev= 19 1000 5978 1830 5973.5 1940 5972.7 1945 5968.5 1953 5963.5 1970 5958.5 1975 5957.5 1975.5 5956.6 2015 5956.6 2015.5 5957.5 2025 5958.5 2050 5963.5 2060 5972.7 2600 5970.7 2660 5955.5 2690 5958.5 3050 5963.5 3100 5973.5 3250 5978.5 #Mann= 3 , 0 , 0 1000 .02 0 1975.5 .03 0 2015 .02 0 Bank Sta=1975.5,2015 XS Rating Curve= 0 Exp/Cntr=0.5,0.3 Type RM Length L Ch R = 1 ,260599 ,310,300,300 BEGIN DESCRIPTION: 520 END DESCRIPTION: Node Last Edited Time=Oct/21/2002 14:05:09 #Sta/Elev= 25 50 5978.5 1000 5968.5 1550 5963.5 2050 5958.5 2205 5953.5 2240 5948.5 2245 5947.9 2250 5947.6 2270 5947.6 2275 5947.6 2285 5948.5 2295 5953.5 2310 5965.2 2400 5965.2 2440 5961.5 2500 5966.5 2630 5951.5 2760 5966.5 2830 5953.5 2880 5966.5 2980 5953.5 3150 5950.5 3310 5953.5 3580 5958.5 4050 5978.5 #Mann= 3 , 0 , 0 50 .02 0 2245 .03 0 2275 .02 0 Bank Sta=2245,2275 XS Rating Curve= 0 Exp/Cntr=0.5,0.3 Type RM Length L Ch R = 1 ,260350 ,100,101,100 BEGIN DESCRIPTION: 510.1 END DESCRIPTION: Node Last Edited Time=Oct/21/2002 13:59:06 #Sta/Elev= 23 1000 5998.5 1045 5978.5 1055 5973.5 1080 5971.5 1110 5973.5 1120 5978.5 1150 5993.5 1152 5995.5 1610 5993.5 1945 5990.2 1945 5988.5 1970 5978.5 2020 5953.5 2025 5948.5 2027 5945 2027.5 5944.6 2050 5944.6 2050.5 5945 2070 5948.5 2090 5953.5 2110 5967 2210 5967 2250 5988.5 #Mann= 3 , 0 , 0 1000 .06 0 1945 .03 0 2250 .05 0 Bank Sta=1945,2250 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 3 ,260318 ,,, BEGIN DESCRIPTION: I-25 NB On-ramp over Fountain Creek END DESCRIPTION: Node Last Edited Time=Oct/21/2002 14:36:35 Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 0.5,100,2.5,0, 13, 13, , , 0.95, 0, 0,0,, 1000 1045 1055 1080 1110 1120 1150 1152 1610 1945 1945 2250 2250 5998.5 5978.5 5973.5 5971.5 5973.5 5978.5 5993.5 5995.5 5993.5 5990.2 5990.2 5988.5 5988.5 5998.5 5978.5 5973.5 5971.5 5973.5 5978.5 5993.5 5995.5 5993.5 5990.2 5990.2 5984.5 5988.5 1000 1045 1055 1080 1110 1120 1150 1152 1610 1945 1945 2250 2250 5998.5 5978.5 5973.5 5971.5 5973.5 5978.5 5993.5 5995.5 5993.5 5990.2 5990.2 5988.5 5988.5 5998.5 5978.5 5973.5 5971.5 5973.5 5978.5 5993.5 5995.5 5993.5 5990.2 5990.2 5984.5 5988.5 Pier Skew, UpSta & Num, DnSta & Num= ,985, 2 ,987, 2 , 0 , 0 , 0 ,, 3 3 5943.5 5957 3 3 5943.5 5957 Pier Skew, UpSta & Num, DnSta & Num= ,1020, 2 ,1022, 2 , 0 , 0 , 0 ,, 3 3 5943.5 5957 3 3 5943.5 5957 BR Coef=-1 , 0 , 0 ,1.25, 0 ,,,0.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=5960.5,5957, 1 ,70, 0 ,,2,985,987,35,3 BC HTab HWMax=5998.5 Type RM Length L Ch R = 1 ,260287 ,0,0,0 BEGIN DESCRIPTION: 510 END DESCRIPTION: Node Last Edited Time=Oct/21/2002 13:51:43 #Sta/Elev= 23 1000 5998.5 1045 5978.5 1055 5973.5 1080 5971.5 1110 5973.5 1120 5978.5 1150 5993.5 1152 5995.5 1610 5993.5 1945 5990.2 1945 5988.5 1970 5978.5 2020 5953.5 2025 5948.5 2027 5945 2027.5 5944.6 2050 5944.6 2050.5 5945 2070 5948.5 2090 5953.5 2110 5967 2210 5967 2250 5988.5 #Mann= 3 , 0 , 0 1000 .02 0 1945 .03 0 2250 .02 0 Bank Sta=1945,2250 XS Rating Curve= 0 Exp/Cntr=0.5,0.3 River Reach=Fountain Creek ,Reach 2 Reach XY= 3 .6083268 .4802704 .6076073 .4694788 .6024922 .2809943 Rch Text X Y=0.6150424,0.3932839 Reverse River Text= 0 Type RM Length L Ch R = 1 ,257628 ,90,91,90 BEGIN DESCRIPTION: 330.1 END DESCRIPTION: Node Last Edited Time=Oct/17/2002 15:35:49 #Sta/Elev= 38 1 5983.5 320 5978.5 700 5978.5 800 5983.5 900 5988.5 1000 5993.5 1060 5973.5 1120 5968.5 1180 5963.5 1225 5968.5 1240 5973.5 1245 5978.5 1580 5978.5 1650 5973.5 1760 5968.5 1800 5963.5 1820 5953.5 1840 5948.5 1860 5943.5 1870 5941.7 1875 5940.9 1950 5940.9 1960 5941.7 1980 5943.5 2050 5948.5 2080 5953.5 2090 5963.5 2520 5958.5 2750 5963.5 3000 5967.5 3035 5957.5 3060 5963.5 3360 5968.5 3470 5969.5 3620 5967.5 3675 5968.5 3690 5978.5 4050 5990.5 #Mann= 3 , 0 , 0 1 .02 0 1860 .03 0 1980 .02 0 Bank Sta=1860,1980 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 3 ,257223 ,,, Node Last Edited Time=Oct/17/2002 15:37:00 Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 0.5,90,2.5,0, 6, 6, , , 0.95, 0, 4.5,4.5,, 1 1860 1860 1980 1980 4050 5963.5 5963.5 5963.5 5963.5 5963.5 5963.5 5940.9 5940.9 5957.8 5957.8 5940.9 5940.9 1 1860 1860 1980 1980 4050 5963.5 5963.5 5963.5 5963.5 5963.5 5963.5 5940.9 5940.9 5957.8 5957.8 5940.9 5940.9 Pier Skew, UpSta & Num, DnSta & Num= ,1890, 2 ,1890, 2 , 0 , 0 , 0 ,, 3 3 5940.9 5957.8 3 3 5940.9 5957.8 Pier Skew, UpSta & Num, DnSta & Num= ,1945, 2 ,1945, 2 , 0 , 0 , 0 ,, 3 3 5940.9 5957.8 3 3 5940.9 5957.8 BR Coef=-1 , 0 , 1 ,1.05, 0 ,,,0.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=5963.5,5957.8, 1 ,120, 0 ,,1,1880,1880,1915,3 BC HTab HWMax=5993.5 Type RM Length L Ch R = 1 ,257222 ,1100,1135,1100 BEGIN DESCRIPTION: 330 END DESCRIPTION: Node Last Edited Time=Oct/17/2002 14:39:43 #Sta/Elev= 38 1 5983.5 320 5978.5 700 5978.5 800 5983.5 900 5988.5 1000 5993.5 1060 5973.5 1120 5968.5 1180 5963.5 1225 5968.5 1240 5973.5 1245 5978.5 1580 5978.5 1650 5973.5 1760 5968.5 1800 5963.5 1820 5953.5 1840 5948.5 1860 5943.5 1870 5941.7 1875 5940.9 1950 5940.9 1960 5941.7 1980 5943.5 2050 5948.5 2080 5953.5 2090 5963.5 2520 5958.5 2750 5963.5 3000 5967.5 3035 5957.5 3060 5963.5 3360 5968.5 3470 5969.5 3620 5967.5 3675 5968.5 3690 5978.5 4050 5990.5 #Mann= 3 , 0 , 0 1 .02 0 1860 .03 0 1980 .02 0 Bank Sta=1860,1980 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,256509 ,0,0,0 BEGIN DESCRIPTION: 320 END DESCRIPTION: Node Last Edited Time=Oct/17/2002 15:05:49 #Sta/Elev= 23 1000 5957 1300 5953.5 1742 5951.7 1820 5948.5 1835 5943.5 1850 5938.5 1900 5934.7 1935 5933.9 1975 5933.9 2000 5934.7 2030 5939.3 2060 5943.5 2080 5948.5 2100 5953.5 2190 5953.5 2220 5948.5 2240 5943.5 2270 5942.5 2325 5943.5 2355 5948.5 2360 5953.5 2730 5958.5 2760 5963.5 #Mann= 3 , 0 , 0 1000 .02 0 1900 .03 0 2000 .02 0 Bank Sta=1900,2000 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 River Reach=Fountain Creek ,Reach 3 Reach XY= 5 .6024922 .2809943 .6168927 .1591452 .6325496 .1187346 .6351819 .1101496 .6379916 .1016703 Rch Text X Y=0.6231938,0.2589814 Reverse River Text= 0 Type RM Length L Ch R = 1 ,255782 ,2000,2080,2090 BEGIN DESCRIPTION: 310 END DESCRIPTION: Node Last Edited Time=Oct/17/2002 14:27:44 #Sta/Elev= 22 1000 5953.5 1090 5938.5 1155 5933.5 1190 5928.5 1395 5924.5 1470 5926.3 1540 5923.5 1570 5922.7 1630 5922.7 1650 5923.5 1700 5928.5 1710 5933.5 1845 5938.5 1855 5940 1945 5940 1965 5938.5 2015 5934.5 2040 5934.5 2070 5938.5 2110 5943.5 2210 5948.5 2430 5953.5 #Mann= 3 , 0 , 0 1000 .05 0 1540 .03 0 1650 .03 0 Bank Sta=1540,1650 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,255053 ,1250,1300,1320 BEGIN DESCRIPTION: 300 END DESCRIPTION: Node Last Edited Time=Oct/17/2002 14:22:02 #Sta/Elev= 33 600 5943.5 680 5938.5 900 5933.5 1000 5928.5 1015 5923.5 1180 5918.5 1230 5917.5 1280 5918.5 1350 5920.4 1620 5920.4 1650 5918.5 1670 5913.5 1735 5913 1755 5913.5 1830 5912.1 1870 5910.3 1880 5909.8 1940 5909.8 1950 5910.3 1960 5924.5 2000 5923.5 2070 5919.3 2210 5919.3 2270 5923.5 2285 5926 2390 5926 2415 5923.5 2750 5921 2905 5923.5 2978 5928.5 3000 5933.5 3055 5938.5 3110 5943.5 #Mann= 3 , 0 , 0 600 .045 0 1830 .03 0 1960 .045 0 Bank Sta=1830,1960 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,253816 ,41,42,41 BEGIN DESCRIPTION: 290.1 END DESCRIPTION: Node Last Edited Time=Oct/17/2002 15:38:15 #Sta/Elev= 31 700 5943.5 770 5938.5 840 5933.5 920 5928.5 999 5924.6 1000 5924.7 1080 5923.5 1450 5918.5 2490 5921.3 2510 5903.5 2540 5901.9 2550 5901.3 2610 5901.3 2615 5901.9 2630 5903.5 2660 5904.8 2710 5903.5 2720 5901.9 2725 5901.3 2745 5901.3 2750 5901.9 2760 5903.5 2790 5921.3 2930 5918.5 3780 5918.5 3940 5919.8 4120 5923.5 4250 5928.5 4430 5933.5 4630 5938.5 4810 5942.2 #Mann= 3 , 0 , 0 700 .02 0 2490 .03 0 2790 .02 0 Bank Sta=2490,2790 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 3 ,253770 ,,, BEGIN DESCRIPTION: Tejon Street Bridge over Fountain Creek END DESCRIPTION: Node Last Edited Time=Oct/17/2002 15:37:53 Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 0.5,41,2.5,0, 6, 6, , , 0.95, 0, 0,0,, 700 2490 2490 2790 2790 4810 5921.3 5921.3 5921.3 5921.3 5921.3 5921.3 5901.3 5901.3 5914.3 5914.3 5901.3 5901.3 700 2490 2490 2790 2790 4810 5921.3 5921.3 5921.3 5921.3 5921.3 5921.3 5901.3 5901.3 5914.3 5914.3 5901.3 5901.3 Pier Skew, UpSta & Num, DnSta & Num= ,2565, 2 ,2565, 2 , 0 , 0 , 0 ,, 3 3 5914 5916 3 3 5914 5916 Pier Skew, UpSta & Num, DnSta & Num= ,2685, 2 ,2685, 2 , 0 , 0 , 0 ,, 3 3 5914 5916 3 3 5914 5916 BR Coef=-1 , 0 , 0 ,, 0 ,,,0.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=5921.3,5914.3, 1 ,300, 0 ,,,,,, BC HTab HWMax=5943.5 Type RM Length L Ch R = 1 ,253721 ,250,258,250 BEGIN DESCRIPTION: 290 END DESCRIPTION: Node Last Edited Time=Oct/17/2002 13:55:08 #Sta/Elev= 31 700 5943.5 770 5938.5 840 5933.5 920 5928.5 999 5924.6 1000 5924.7 1080 5923.5 1450 5918.5 2490 5921.3 2510 5903.5 2540 5901.9 2550 5901.3 2610 5901.3 2615 5901.9 2630 5903.5 2660 5904.8 2710 5903.5 2720 5901.9 2725 5901.3 2745 5901.3 2750 5901.9 2760 5903.5 2790 5921.3 2930 5918.5 3780 5918.5 3940 5919.8 4120 5923.5 4250 5928.5 4430 5933.5 4630 5938.5 4810 5942.2 #Mann= 3 , 0 , 0 700 .02 0 2490 .03 0 2790 .02 0 Bank Sta=2490,2790 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,253473 ,0,0,0 BEGIN DESCRIPTION: 280 END DESCRIPTION: Node Last Edited Time=Oct/17/2002 13:43:43 #Sta/Elev= 34 940 5943.5 1000 5928.5 1080 5923.5 1350 5918.5 1545 5913.5 1850 5908.5 2100 5906.8 2270 5908.5 2380 5910.5 2400 5908.5 2410 5903.5 2440 5899.7 2450 5899.2 2470 5899.2 2480 5899.7 2640 5899.7 2650 5899.2 2670 5899.2 2680 5899.7 2685 5903.5 2690 5910.5 2730 5913.5 2950 5913.5 2975 5918.5 2990 5928.5 3015 5935.5 3110 5935.5 3150 5913.5 3660 5906.5 3720 5913.5 4050 5918.5 4340 5923.5 4670 5928.5 4900 5933.5 #Mann= 3 , 0 , 0 940 .02 0 2410 .03 0 2685 .02 0 Bank Sta=2410,2685 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 River Reach=Cheyenne Creek ,Reach 1 Reach XY= 4 .6227647 .0968106 .632916 .1001584 .6357238 .1009143 .6379916 .1016703 Rch Text X Y=0.6265714,0.0980255 Reverse River Text= 0 Type RM Length L Ch R = 1 ,10970 ,85,75,60 BEGIN DESCRIPTION: 2040 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 13:17:42 #Sta/Elev= 27 1000 5933.9 1021.2 5933.9 1076.3 5933.6 1083.6 5928.5 1094.5 5928.5 1112.2 5927.4 1130.9 5926.8 1147.2 5926.4 1167.4 5925.4 1181.6 5918.7 1191.3 5915.4 1206.1 5915.6 1227.4 5923.4 1239.3 5924.5 1282.7 5925.4 1298.8 5925.4 1343.5 5926.4 1354.2 5926.2 1392.1 5926.4 1421.7 5926.1 1430.4 5926 1700 5923.5 1850 5925.5 2030 5926.5 2075 5927.5 2265 5929.5 2295 5931.5 #Mann= 3 , 0 , 0 1000 .07 0 1181.6 .035 0 1206.1 .08 0 Bank Sta=1181.6,1206.1 XS Rating Curve= 0 Exp/Cntr=0.4,0.2 Type RM Length L Ch R = 1 ,10862 ,50,51,50 BEGIN DESCRIPTION: 2036 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 11:14:16 #Sta/Elev= 50 960 5933.5 1000 5930.6 1013.2 5931.1 1029.1 5931.3 1043.5 5930.6 1057.1 5930 1069.5 5931.1 1087.6 5931 1103.3 5930.9 1125.9 5930.2 1146.6 5928.9 1171.4 5927.6 1198.4 5926.4 1216.3 5926 1236.2 5925.5 1236.2 5914.8 1269 5914.8 1269.6 5925.5 1291.2 5925.1 1317.6 5925.1 1335.5 5924.6 1360.2 5924.1 1383.3 5924 1404.2 5923.7 1427.6 5924.4 1456 5924.3 1484.5 5924 1515.6 5923.9 1542.6 5923.3 1561.8 5923.3 1587.9 5922.8 1613.8 5922.8 1636.6 5922.8 1672.1 5922.8 1689 5922.7 1714.3 5921.9 1733.7 5922.2 1759.6 5922.2 1782.2 5922.2 1794.7 5922.2 1803.9 5921.5 1815.4 5922.6 1835 5922.6 1843.8 5922.6 1905 5923.5 2090 5923.5 2305 5925.5 2410 5927.5 2460 5929.5 2540 5930.5 #Mann= 3 , 0 , 0 960 .07 0 1236.2 .035 0 1269.6 .08 0 Bank Sta=1236.2,1269.6 XS Rating Curve= 0 Exp/Cntr=0.4,0.2 Type RM Length L Ch R = 3 ,10809 ,,, BEGIN DESCRIPTION: Existing Arvada END DESCRIPTION: Node Last Edited Time=Oct/18/2002 13:32:17 Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 0.5,50,2.5,0, 6, 6, , , 0.95, 0, 0,0,, 960 1236.2 1236.2 1269.6 1269.6 2540 5925.5 5925.5 5925.5 5925.5 5925.5 5925.5 5914.8 5914.8 5923.2 5923.2 5914.8 5914.8 960 1236.2 1236.2 1269.6 1269.6 2540 5925.5 5925.5 5925.5 5925.5 5925.5 5925.5 5914.8 5914.8 5923.2 5923.2 5914.8 5914.8 BR Coef=-1 , 0 , 0 ,, 0 ,,,0.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=5925.5,5923.2, 1 ,33.40002, 0 ,,,,,, BC HTab HWMax=5933.5 Type RM Length L Ch R = 1 ,10808 ,280,310,280 BEGIN DESCRIPTION: 2035 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 11:15:00 #Sta/Elev= 50 960 5933.5 1000 5930.6 1013.2 5931.1 1029.1 5931.3 1043.5 5930.6 1057.1 5930 1069.5 5931.1 1087.6 5931 1103.3 5930.9 1125.9 5930.2 1146.6 5928.9 1171.4 5927.6 1198.4 5926.4 1216.3 5926 1236.2 5925.5 1236.2 5914.8 1269 5914.8 1269.6 5925.5 1291.2 5925.1 1317.6 5925.1 1335.5 5924.6 1360.2 5924.1 1383.3 5924 1404.2 5923.7 1427.6 5924.4 1456 5924.3 1484.5 5924 1515.6 5923.9 1542.6 5923.3 1561.8 5923.3 1587.9 5922.8 1613.8 5922.8 1636.6 5922.8 1672.1 5922.8 1689 5922.7 1714.3 5921.9 1733.7 5922.2 1759.6 5922.2 1782.2 5922.2 1794.7 5922.2 1803.9 5921.5 1815.4 5922.6 1835 5922.6 1843.8 5922.6 1905 5923.5 2090 5923.5 2305 5925.5 2410 5927.5 2460 5929.5 2540 5930.5 #Mann= 3 , 0 , 0 960 .07 0 1236.2 .035 0 1269.6 .08 0 Bank Sta=1236.2,1269.6 XS Rating Curve= 0 Exp/Cntr=0.6,0.4 Type RM Length L Ch R = 1 ,10591 ,40,40,40 BEGIN DESCRIPTION: 2032 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 10:44:44 #Sta/Elev= 27 725 5929.5 780 5927.5 830 5923.5 890 5921.5 950 5921.5 1000 5922 1007.5 5922 1012.4 5920.9 1022.2 5920.9 1059.8 5920.9 1074.1 5920.3 1090.2 5918.5 1102.6 5910.7 1114.4 5910.5 1125 5916.5 1137.6 5920.4 1158 5920.7 1197.3 5920.7 1232.4 5921.3 1520 5919.5 1645 5919.5 2190 5921.5 2220 5919.5 2270 5918.5 2330 5919.5 2360 5925.5 2440 5927.5 #Mann= 3 , 0 , 0 725 .07 0 1090.2 .035 0 1125 .08 0 Bank Sta=1090.2,1125 XS Rating Curve= 0 Exp/Cntr=0.6,0.4 Type RM Length L Ch R = 1 ,10531 ,40,41,40 BEGIN DESCRIPTION: 2031 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 10:34:21 #Sta/Elev= 20 940 5923.5 1000 5921.5 1100 5919.5 1125 5918.5 1175 5918.5 1200 5917.5 1300 5917.5 1588 5917 1588 5908.8 1611 5908.8 1611 5917 1940 5919.5 2000 5921.5 2150 5922.5 2250 5921.5 2435 5921.5 2530 5919.5 2540 5919.5 2660 5923.5 2740 5925.5 #Mann= 3 , 0 , 0 940 .06 0 1588 .035 0 1611 .08 0 Bank Sta=1588,1611 XS Rating Curve= 0 Exp/Cntr=0.4,0.2 Type RM Length L Ch R = 1 ,10478 ,270,200,120 BEGIN DESCRIPTION: 2030 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 10:25:27 #Sta/Elev= 20 940 5923.5 1000 5921.5 1100 5919.5 1125 5918.5 1175 5918.5 1200 5917.5 1300 5917.5 1588 5917 1588 5908.8 1611 5908.8 1611 5917 1940 5919.5 2000 5921.5 2150 5922.5 2250 5921.5 2435 5921.5 2530 5919.5 2540 5919.5 2660 5923.5 2740 5925.5 #Mann= 3 , 0 , 0 940 .06 0 1588 .035 0 1611 .06 0 Bank Sta=1588,1611 XS Rating Curve= 0 Exp/Cntr=0.6,0.4 Type RM Length L Ch R = 1 ,10348 ,450,610,650 BEGIN DESCRIPTION: 2024 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 10:20:55 #Sta/Elev= 49 300 5925.5 365 5923.5 380 5917.5 450 5915.5 600 5915.5 665 5915.5 1000 5915.3 1024.7 5915.3 1036.3 5916.2 1054.4 5917.2 1069.6 5917.2 1121.5 5917.2 1133.9 5917 1147.3 5916.8 1169.1 5916.8 1182.1 5916.8 1204.3 5916.2 1219.1 5915.4 1242.9 5915.1 1256.8 5914.9 1279.4 5914.5 1296.5 5914.4 1309.7 5915 1326.3 5914.6 1335.7 5911.9 1345.8 5908.8 1358.6 5908.8 1366.6 5914.8 1384.7 5914.4 1400.3 5914.5 1414 5914.6 1462.5 5915.6 1474.7 5915.6 1504.1 5916.7 1526.2 5916.9 1547.8 5917.1 1592.5 5917.6 1614.1 5917.4 1634.6 5917.4 1648.2 5916.1 1669.4 5917.1 1689.4 5917.4 1815 5917.5 1995 5919.5 2150 5919.5 2450 5917.5 2565 5917.5 2720 5919.5 2750 5923.5 #Mann= 3 , 0 , 0 300 .06 0 1335.7 .035 0 1366.6 .06 0 Bank Sta=1335.7,1366.6 XS Rating Curve= 0 Exp/Cntr=0.6,0.4 Type RM Length L Ch R = 1 ,10174 ,0,0,0 BEGIN DESCRIPTION: 2020 END DESCRIPTION: Node Last Edited Time=Oct/18/2002 10:10:37 #Sta/Elev= 15 1000 5933.5 1035 5923.5 1060 5918.5 1070 5918 1130 5918 1210 5933 1510 5931.5 1570 5911.5 1590 5906 1610 5906 1640 5911.5 1675 5912.5 1745 5912.5 1780 5913.5 1800 5930.5 #Mann= 3 , 0 , 0 1000 .08 0 1570 .035 0 1640 .08 0 Bank Sta=1570,1640 XS Rating Curve= 0 Exp/Cntr=0.4,0.2 River Reach=Fountain Creek ,Reach 4 Reach XY= 2 .6379916 .1016703 .66759 .0083102 Rch Text X Y=0.6453912,0.0783302 Reverse River Text= 0 Type RM Length L Ch R = 1 ,253222 ,55,56,55 BEGIN DESCRIPTION: 270.1 END DESCRIPTION: Node Last Edited Time=Oct/17/2002 15:38:49 #Sta/Elev= 25 780 5933.5 870 5928.5 1000 5923.5 1240 5918.5 1580 5913.5 1950 5911.5 2260 5913.5 2380 5915 2390 5903.5 2430 5898.5 2440 5897.6 2450 5896.8 2490 5896.8 2500 5897.6 2505 5898.5 2665 5903.5 2670 5915 2790 5913.5 3020 5911.5 3720 5913.5 4120 5918.5 4400 5923.5 4800 5928.5 5140 5933.5 5520 5938.5 #Mann= 3 , 0 , 0 780 .02 0 2380 .03 0 3020 .02 0 Bank Sta=2380,3020 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 3 ,253175 ,,, BEGIN DESCRIPTION: Nevada Avenue Bridge over Fountain Creek END DESCRIPTION: Node Last Edited Time=Oct/22/2002 07:21:06 Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 0.5,55,2.5,0, 6, 6, , , 0.95, 0, 11.4,11.4,, 780 2380 2380 3020 3020 5520 5915 5915 5915 5915 5915 5915 5896.8 5896.8 5908.5 5908.5 5896.8 5896.8 780 2380 2380 3020 3020 5520 5915 5915 5915 5915 5915 5915 5896.8 5896.8 5908.5 5908.5 5896.8 5896.8 Pier Skew, UpSta & Num, DnSta & Num= ,2450, 2 ,2450, 2 , 0 , 0 , 0 ,, 3 3 5896.8 5938.5 3 3 5896.8 5938.5 Pier Skew, UpSta & Num, DnSta & Num= ,2580, 2 ,2580, 2 , 0 , 0 , 0 ,, 3 3 5896.8 5938.5 3 3 5896.8 5938.5 BR Coef=-1 , 0 , 1 ,1.05, 0 ,,,0.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=5915,5908.5, 1 ,640, 0 ,,2,2440,2440,150,3 BC HTab HWMax=5938.5 Type RM Length L Ch R = 1 ,253125 ,810,830,800 BEGIN DESCRIPTION: 270 down END DESCRIPTION: Node Last Edited Time=Oct/17/2002 11:20:17 #Sta/Elev= 25 780 5933.5 870 5928.5 1000 5923.5 1240 5918.5 1580 5913.5 1950 5911.5 2260 5913.5 2380 5915 2390 5903.5 2430 5898.5 2440 5897.6 2450 5896.8 2490 5896.8 2500 5897.6 2505 5898.5 2665 5903.5 2670 5915 2790 5913.5 3020 5911.5 3720 5913.5 4120 5918.5 4400 5923.5 4800 5928.5 5140 5933.5 5520 5938.5 #Mann= 3 , 0 , 0 780 .02 0 2380 .03 0 3020 .02 0 Bank Sta=2380,3020 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,252365 ,13258,1350,1325 BEGIN DESCRIPTION: 260 END DESCRIPTION: Node Last Edited Time=Oct/17/2002 09:43:24 #Sta/Elev= 31 1000 5928.5 1008 5923.5 1018 5918.5 1025 5913.5 1070 5908.5 1325 5905.5 1355 5905.5 1505 5903.5 2195 5898.5 2210 5893.5 2220 5892.1 2230 5891.2 2265 5891.2 2275 5892.1 2290 5893.5 2320 5898.5 2335 5903.5 2350 5908.5 2400 5908.5 2410 5906.5 2430 5908.5 2610 5913.5 2725 5913.5 2740 5908.5 2750 5903.5 2830 5901.5 2875 5903.5 3310 5908.5 3935 5913.5 4075 5918.5 4220 5923.5 #Mann= 3 , 0 , 0 1000 .02 0 2210 .02 0 2290 .03 0 Bank Sta=2210,2290 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,251716 ,1340,1360,1300 BEGIN DESCRIPTION: 250 END DESCRIPTION: Node Last Edited Time=Oct/17/2002 10:59:11 #Sta/Elev= 29 1000 5918.5 1050 5913.5 1160 5908.5 1390 5903.5 1490 5898.5 1640 5893.5 1750 5888.5 1760 5885.5 1770 5884.3 1820 5884.3 1830 5885.5 1920 5888.2 2030 5886.7 2090 5888.5 2115 5893.5 2125 5894.5 2155 5894.5 2165 5893.5 2170 5891.5 2175 5893.5 2180 5894.5 2240 5894.5 2250 5893.5 2270 5888.5 2290 5887.5 2320 5888.5 2950 5893.5 3110 5898.5 3125 5903.5 #Mann= 3 , 0 , 0 1000 .07 0 1750 .03 0 1920 .07 0 Bank Sta=1750,1920 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,251088 ,1540,1740,1650 BEGIN DESCRIPTION: 240 END DESCRIPTION: Node Last Edited Time=Oct/17/2002 10:06:29 #Sta/Elev= 19 1000 5903.5 1040 5898.5 1130 5893.5 1170 5888.5 1780 5883.5 1880 5879 1890 5877.8 1970 5877.8 1980 5879 2295 5883.5 2390 5888.3 2480 5888.3 2530 5883.5 2650 5881.5 2790 5883.5 3300 5888.5 3350 5893.5 3410 5898.5 3460 5903.5 #Mann= 3 , 0 , 0 1000 .07 0 1880 .03 0 1980 .02 0 Bank Sta=1880,1980 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,250476 ,1000,1040,960 BEGIN DESCRIPTION: 230 END DESCRIPTION: Node Last Edited Time=Oct/17/2002 10:10:10 #Sta/Elev= 26 630 5888.5 660 5883.5 1000 5878.5 1015 5873.5 1030 5871.5 1050 5873.5 1100 5878.5 1480 5878.5 1530 5873.5 1650 5874.5 1770 5873.5 1960 5868.5 1990 5863.5 2030 5862.3 2090 5862.3 2120 5863.5 2150 5868.5 2250 5873.5 2270 5877.5 2370 5877.5 2400 5873.5 2440 5871.5 2480 5873.5 2810 5878.5 2850 5883.5 2880 5888.5 #Mann= 3 , 0 , 0 630 .045 0 1990 .03 0 2120 .04 0 Bank Sta=1990,2120 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,249835 ,630,600,580 BEGIN DESCRIPTION: 225 END DESCRIPTION: Node Last Edited Time=Oct/17/2002 10:28:43 #Sta/Elev= 28 1000 5888.5 1030 5883.5 1135 5878.5 1320 5873.5 1350 5867.5 1355 5868.5 1395 5868.5 1740 5863.5 1770 5858.3 1800 5858.5 2060 5863.5 2210 5863.5 2260 5858.5 2280 5855.6 2350 5855.6 2375 5858.5 2430 5878.5 2530 5881 2600 5878.5 2610 5873.5 2680 5873.5 2690 5877.5 2790 5877.5 2860 5873.5 2910 5878.5 2970 5878.5 3000 5883.5 3080 5888.5 #Mann= 3 , 0 , 0 1000 .045 0 2260 .03 0 2375 .04 0 Bank Sta=2260,2375 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,249224 ,1030,1120,1080 BEGIN DESCRIPTION: 220 END DESCRIPTION: Node Last Edited Time=Oct/17/2002 10:40:00 #Sta/Elev= 33 1000 5878.5 1060 5877.5 1115 5873.5 1130 5868.5 1140 5866.5 1145 5868.5 1160 5868.5 1190 5863.5 1500 5862.5 1800 5859.5 2100 5860.5 2290 5858.5 2400 5853.5 2420 5858.5 2460 5853.5 2490 5852.9 2495 5851.7 2535 5851.7 2540 5852.9 2580 5853.5 2650 5858.5 2810 5863.5 2845 5868.5 2850 5873.5 2885 5873.5 2920 5871.5 2960 5873.5 2980 5877.5 3080 5877.5 3120 5873.5 3140 5871.5 3180 5873.5 3190 5878.5 #Mann= 3 , 0 , 0 1000 .045 0 2400 .03 0 2580 .04 0 Bank Sta=2400,2580 XS Rating Curve= 0 Exp/Cntr=0.3,0.1 Chan Stop Cuts=-1