Geom Title=Firestone (Developed)
Program Version=3.13
Viewing Rectangle=-6.13248165457058E-02 , 0.887316897311945 , 0.947213970233938 ,-1.42774362371284E-03
River Reach=Rancho Drive ,Firestone
Reach XY= 5
.0277778 .9340974 .0509259 .9340974
.0740741 .9283668 .0833333 .9111748
.7962963 .017192
Rch Text X Y=0.4949325,0.2807977
Reverse River Text= 0
Type RM Length L Ch R = 1 ,9376 ,52,52,52
Node Last Edited Time=Jul/19/2011 18:51:38
#Sta/Elev= 10
0 2317.2 50 2316.2 50.01 2316.7 55 2316.8 70 2316.6
70.01 2316.1 90 2315.6 91 2315.53 92 2315.6 240 2317
#Mann= 6 ,-1 , 0
0 .016 0 50 .013 0 55 .03 0
70 .016 0 90 .013 0 92 .016 0
Bank Sta=0,240
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,9324 ,119,119,119
BEGIN DESCRIPTION:
Referenced from Lone Mountain Apts Study (LOMR 05-09-0073P)
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 16:14:51
#Sta/Elev= 6
0 2316.3 42 2315.4 66 2315.3 76 2315.4 102 2314.1
169 2315.2
#Mann= 3 ,-1 , 0
0 .016 0 42 .03 0 76 .016 0
Bank Sta=0,169
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,9205 ,91,91,91
BEGIN DESCRIPTION:
Referenced from Lone Mountain Apts Study (LOMR 05-09-0073P)
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 16:15:00
#Sta/Elev= 7
0 2316.2 41 2315.3 54 2315.6 93 2313.9 210 2314.3
235 2314.6 309 2314.6
#Mann= 3 ,-1 , 0
0 .016 0 41 .03 0 93 .016 0
#Block Obstruct= 1 ,-1
231 279 2318
Bank Sta=0,309
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,9114 ,54,54,54
BEGIN DESCRIPTION:
Referenced from Lone Mountain Apts Study (LOMR 05-09-0073P)
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 16:15:07
#Sta/Elev= 8
0 2316 47 2315.1 63 2314 77 2313.2 150 2313.4
272 2314 326 2314 360 2314.7
#Mann= 2 ,-1 , 0
0 .016 0 47 .03 0
Bank Sta=0,360
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,9060 ,110,110,110
BEGIN DESCRIPTION:
Referenced from Lone Mountain Apts Study (LOMR 05-09-0073P)
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 16:15:15
#Sta/Elev= 8
0 2315.6 44 2314.8 54 2314 76 2312.9 345 2314
384 2314 556 2315.2 600 2316
#Mann= 2 ,-1 , 0
0 .016 0 44 .03 0
#XS Ineff= 2 , 0
0 442 0 2316
Permanent Ineff=
F F
#Block Obstruct= 1 ,-1
104 165 2316
Bank Sta=0,345
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,8950 ,88,88,88
BEGIN DESCRIPTION:
Firestone Proposed
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 15:59:18
#Sta/Elev= 24
0 2314.5 48 2313 52 2312.5 59 2313 172 2311.9
179 2311.8 179.5 2311.8 179.5 2311.3 181 2311.5 216.5 2312
250.5 2311.7 252 2311.5 252 2312 252.5 2312 260.5 2312.1
285 2314.5 357.5 2314.5 362 2314.4 395 2313.35 396.5 2313.15
396.5 2313.65 397 2313.65 4042313.249 404.51 2313.22
#Mann= 10 ,-1 , 0
0 .016 0 48 .03 0 59 .016 0
172 .013 0 181 .016 0 260.5 .035 0
285 .013 0 362 .016 0 395 .013 0
397 .035 0
#Block Obstruct= 2 ,-1
114 164 2313.52 285 357.5 2320
Bank Sta=0,404.51
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,8862 ,30,30,30
BEGIN DESCRIPTION:
Firestone Proposed
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 16:00:41
#Sta/Elev= 20
0 2313.31 10 2313 83 2312 121 2311.63 155 2311.06
159.5 2310.78 166 2311.06 200.5 2312.5 202 2312.3 202 2312.8
202.5 2312.8 207.5 2312.9 207.5 2314.5 262 2314.5 277.8 2314.3
312.5 2313.1 314 2312.9 314 2313.4 314.5 2313.4 328.22 2313.31
#Mann= 7 ,-1 , 0
0 .016 0 155 .013 0 166 .016 0
200.5 .013 0 277.8 .016 0 312.5 .013 0
314.5 .035 0
#Block Obstruct= 1 ,-1
207.5 262 2320
Bank Sta=0,328.22
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,8832 ,30,30,30
BEGIN DESCRIPTION:
Firestone Proposed
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 16:32:11
#Sta/Elev= 30
0 2313.04 9 2313 39 2312 61 2311.72 88 2311.43
122 2311.18 125 2310.91 130 2310.56 133 2310.49 134 2310.47
135 2310.49 155 2312.9 162 2312.8 173 2313 178 2312
178 2312.5 185 2313.1 185.5 2313.1 185.5 2312.6 187 2312.8
227.5 2314.1 229 2313.9 229 2314.4 229.5 2314.4 243 2314.35
281.5 2312.8 283 2312.6 283 2313.1 283.5 2313.1 295.65 2312.75
#Mann= 11 ,-1 , 0
0 .016 0 122 .013 0 135 .035 0
173 .013 0 178 .035 0 185 .013 0
187 .016 0 227.5 .013 0 243 .016 0
281.5 .013 0 283.5 .035 0
Bank Sta=0,295.65
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,8802 ,58,58,58
BEGIN DESCRIPTION:
Firestone Proposed
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 16:32:59
#Sta/Elev= 18
0 2312.8 23 2312 61 2311 93 2310.9 93 2311.4
100 2311.47 100 2310.79 101.5 2310.76 103 2310.79 129 2312.9
129.5 2312.9 129.5 2312.4 131 2312.6 248.8 2312.5 250.3 2312.3
250.3 2312.8 250.8 2312.8 263.08 2312.61
#Mann= 7 ,-1 , 0
0 .016 0 93 .013 0 103 .035 0
129 .013 0 131 .016 0 248.8 .013 0
250.8 .035 0
Bank Sta=0,263.08
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,8744 ,76,76,76
BEGIN DESCRIPTION:
Firestone Proposed
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 16:33:42
#Sta/Elev= 18
0 2312.24 10 2313 45 2311.1 47 2310.93 47 2311.43
54 2311.53 63 2308.76 64 2308.74 65 2308.76 82 2310.96
82.5 2310.96 82.5 2310.46 84 2310.48 186 2311.95 187.5 2311.75
187.5 2312.25 188 2312.25 200.12 2312.33
#Mann= 9 ,-1 , 0
0 .016 0 45 .013 0 54 .035 0
63 .013 0 65 .035 0 82 .013 0
84 .016 0 186 .013 0 188 .035 0
Bank Sta=0,200.12
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,8668 ,52,52,52
BEGIN DESCRIPTION:
Firestone Proposed
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 15:05:20
#Sta/Elev= 13
0 2311.6 45 2310.37 46.5 2310.2 46.5 2310.7 47 2310.7
53 2310.82 54 2310.82 63 2308.47 64 2308.44 65 2308.47
87 2310 106 2311 117.62 2311.73
#Mann= 5 ,-1 , 0
0 .016 0 45 .013 0 53 .03 0
63 .013 0 65 .03 0
Bank Sta=0,117.62
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,8616 ,27,27,27
BEGIN DESCRIPTION:
Referenced from Sun Valley Auto Study (CLOMR 07-09-1025R)
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 16:34:38
#Sta/Elev= 15
0 2311.09 45 2309.95 46.5 2309.78 46.5 2310.28 53 2310.38
63 2308.24 64 2308.22 65 2308.24 76 2311.56 76.5 2311.56
76.5 2311.06 78 2311.23 107 2312.27 107 2312.77 116 2313.2
#Mann= 8 ,-1 , 0
0 .016 0 45 .013 0 53 .03 0
63 .013 0 65 .03 0 76 .013 0
78 .016 0 107 .013 0
Bank Sta=0,76
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,8586 ,20,20,20
BEGIN DESCRIPTION:
Referenced from Sun Valley Auto Study (CLOMR 07-09-1025R)
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 15:04:36
#Sta/Elev= 17
0 2310.81 45 2309.91 46.5 2309.74 46.5 2310.24 53 2310.34
63 2308.12 64 2308.1 65 2308.12 79 2308.69 85 2310.69
85.5 2310.69 85.5 2310.19 174 2311.38 176 2311.21 176 2311.71
177 2311.71 186 2311.5
#Mann= 8 ,-1 , 0
0 .016 0 45 .013 0 53 .03 0
63 .013 0 65 .03 0 85 .013 0
85.5 .016 0 174 .013 0
Bank Sta=0,85
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,8566 ,33,33,33
BEGIN DESCRIPTION:
Referenced from Sun Valley Auto Study (CLOMR 07-09-1025R)
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 15:04:33
#Sta/Elev= 18
0 2310.61 45 2309.71 46.5 2309.54 46.5 2310.04 54 2310.14
59 2308.18 60 2307.96 61 2307.94 62 2307.96 82 2308.32
85 2310.23 85.5 2310.23 85.5 2309.73 152 2311.11 154 2310.94
154 2311.44 154.5 2311.44 168.5 2311.14
#Mann= 9 ,-1 , 0
0 .016 0 45 .013 0 54 .03 0
60 .013 0 62 .03 0 85 .013 0
85.5 .016 0 152 .013 0 154.5 .03 0
Bank Sta=0,85
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 2 ,8565 ,,,
BEGIN DESCRIPTION:
RCB Culvert
END DESCRIPTION:
Node Last Edited Time=Aug/18/2006 14:34:13
Bridge Culvert--1,0,-1,-1, 0
Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee
1,24,2.6,0, 2, 2, , , 0.95, 0, 3,3,,
56 83
2309.58 2309.59
59 81
2309.41 2309.41
BR Coef=-1 , 0 , 0 ,, 0 ,,,0.8,-1,,0,
WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0
Multiple Barrel Culv=2,1,7,32,0.013,0.2,1,58,2,2307.91,2307.82, 3,Culvert #1 , 0 ,1
63 63 71 71 79 79
Culvert Bottom n=0.013
BC Design=,, 0 ,, 0 ,,,,,,
Type RM Length L Ch R = 1 ,8533 ,27,27,27
BEGIN DESCRIPTION:
Referenced from Sun Valley Auto Study (CLOMR 07-09-1025R)
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 16:52:54
#Sta/Elev= 12
0 2310.31 45 2309.41 46 2309.02 52 2309.22 59 2309.5
81 2309.5 86 2309.4 116 2310.36 117.5 2310.19 117.5 2310.69
118 2310.69 133 2310.53
#Mann= 7 ,-1 , 0
0 .016 0 45 .013 0 52 .016 0
59 .013 0 81 .016 0 116 .013 0
118 .03 0
Bank Sta=0,118
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 2 ,8532 ,,,
BEGIN DESCRIPTION:
RCB Culvert
END DESCRIPTION:
Node Last Edited Time=Aug/18/2006 14:34:13
Bridge Culvert--1,0,-1,-1, 0
Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee
1,24,2.6,0, 2, 2, , , 0.95, 0, 3,0,,
59 81
2309.58 2309.58
59 85
2309.41 2309.41
BR Coef=-1 , 0 , 0 ,, 0 ,,,0.8,-1,,0,
WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0
Multiple Barrel Culv=2,1,7,27,0.013,0.2,1,58,1,2307.82,2307.74, 3,Culvert #1 , 0 ,0
63 63 71 71 79 79
Culvert Bottom n=0.013
BC Design=,, 0 ,, 0 ,,,,,,
Type RM Length L Ch R = 1 ,8506 ,30,30,30
BEGIN DESCRIPTION:
Referenced from Sun Valley Auto Study (CLOMR 07-09-1025R)
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 16:52:28
#Sta/Elev= 13
0 2310.06 45 2309 50 2308.94 50 2309.44 51 2309.44
57.5 2309.54 60 2309.41 60 2307.74 61 2307.72 62 2307.74
82 2307.74 86 2309.6 104 2310.05
#Mann= 5 ,-1 , 0
0 .016 0 45 .013 0 57.5 .03 0
60 .013 0 62 .03 0
Bank Sta=0,104
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,8476 ,66,66,66
BEGIN DESCRIPTION:
Referenced from Sun Valley Auto Study (CLOMR 07-09-1025R)
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 15:04:02
#Sta/Elev= 14
0 2309.8 45 2308.55 46.5 2308.38 46.5 2308.88 47 2308.88
52 2309 53 2309 68 2307.64 69 2307.61 70 2307.64
79 2308 100 2308 162 2309 295 2310
#Mann= 6 ,-1 , 0
0 .016 0 45 .013 0 52 .03 0
68 .013 0 70 .03 0 79 .016 0
Bank Sta=0,295
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,8410 ,133,133,133
BEGIN DESCRIPTION:
Referenced from Draft House Study (LOMA 01-09-1032A)
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 15:03:01
#Sta/Elev= 13
0 2309.18 27.49 2309.18 40.95 2309.01 50.02 2308.99 67 2308.49
83.94 2308 85 2308 90 2307.9 101.49 2308 136.89 2308.85
198.31 2308.85 222.58 2309.07 285 2309.98
#Mann= 3 ,-1 , 0
0 .016 0 67 .037 0 85 .016 0
#Block Obstruct= 2 ,-1
130 235 2312 78 83.33 2310
Bank Sta=0,285
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,8277 ,55.2,55.2,55.2
BEGIN DESCRIPTION:
Referenced from Draft House Study (LOMA 01-09-1032A)
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 16:50:35
#Sta/Elev= 12
0 2307.99 22.16 2308 67 2307.16 75.46 2307 86 2307
86.01 2306.5 94.98 2307 126 2307.88 147 2308.1 147.01 2309.52
204 2309.52 204.01 2308.33
#Mann= 4 ,-1 , 0
0 .016 0 67 .025 0 86 .016 0
126 .025 0
Bank Sta=0,204.01
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,8221.80 ,48.8,48.8,48.8
BEGIN DESCRIPTION:
Referenced from Draft House Study (LOMA 01-09-1032A)
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 15:02:55
#Sta/Elev= 14
0 2307.28 27.28 2307.31 42.86 2306.99 47.82 2306.99 71 2306.57
83.95 2306.35 86 2306.34 86.01 2306.1 97.14 2306.35 119.24 2306.81
133 2307 147 2307.7 147.01 2309.52 203 2309.52
#Mann= 5 ,-1 , 0
0 .016 0 71 .037 0 86 .016 0
133 .025 0 147 .016 0
#Block Obstruct= 1 ,-1
147 203 2310
Bank Sta=0,203
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,8173 ,18,18,18
BEGIN DESCRIPTION:
Referenced from Draft House Study (LOMA 01-09-1032A)
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 15:02:54
#Sta/Elev= 15
0 2306.93 2.24 2307 22.12 2307 62.5 2306 68 2306
85 2306 110 2305.6 132.05 2306 139.74 2306.06 161.54 2306.99
205.13 2306.99 217.31 2307.13 252.56 2308 256.09 2307.99 260 2308.33
#Mann= 3 ,-1 , 0
0 .016 0 68 .025 0 85 .016 0
Bank Sta=0,260
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,8155 ,,,
BEGIN DESCRIPTION:
Referenced from Draft House Study (LOMA 01-09-1032A)
END DESCRIPTION:
Node Last Edited Time=Jul/19/2011 15:07:21
#Sta/Elev= 12
0 2306.99 7.33 2306.99 16.23 2306.99 53.41 2306.01 68 2306.01
78 2306.01 110 2305.4 129.35 2306.01 153.7 2306.99 195.59 2306.99
252.62 2307.99 260 2308.48
#Mann= 3 ,-1 , 0
0 .016 0 68 .025 0 78 .016 0
#Block Obstruct= 1 ,-1
157 190 2311
Bank Sta=0,260
Exp/Cntr=0.3,0.1
Chan Stop Cuts=-1
Use User Specified Reach Order=0
User Specified Reach Order=Rancho Drive ,Firestone