Agenda — Temecula City Council, March 12, 2024 (part 3 of 4)

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: -16
INPUT
Description:

Station Elevation Data num= 199
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 1021.2 23.3 1021.2 23.98 1021.2 24.99 1021.2 28.09 1021.23

28.83 1021.23 29.6 1020.82 29.87 1020.82 32.01 1020.81 34.9 1020.76

38.77 1020.69 43 1020.66 48.22 1020.27 49.32 1020.27 49.72 1020

52.19 1019.5 54.64 1018.77 56.58 1018.64 56.94 1018.6 57.87 1018.47

58.5 1018.18 58.78 1018 60.33 1018 61.36 1017 63.23 1016.34

64.21 1015.41 65.95 1015.08 66.82 1015.08 67.2 1015.08 67.34 1015.02

73.07 1014.1 73.71 1013.66 76.52 1013.42 79.71 1013.35 79.89 1013

82.04 1012 84.71 1012 89.2 1011.06 89.53 1011 89.58 1010.99

93.65 1009 96.28 1009 99.24 1008.82 103.84 1008.87 104.47 1008.87 105.84 1009.17 107.77 1009.18 109.29 1009.28 119.66 1009.28 126.45 1009.28

127.77 1009.45 130.56 1009.29 142.95 1009.11 146.43 1009.5 150.02 1009.53 156.47 1009.35 160.06 1009.18 166.98 1009 168.14 1008.94 169.18 1008.94 169.85 1008.97 170.56 1008.97 176.24 1009 178.42 1009.01 179.98 1009.01 184.16 1009.01 193.74 1009 194.48 1008.99 194.76 1008.99 195.03 1009 201.75 1009 203.73 1009 211.1 1008.99 211.67 1008.99 212.12 1009 218.68 1009 221.15 1009 224.25 1009 230.67 1009.01 236.68 1009.01 238.71 1009.01 239.69 1009.01 249.8 1009.02 254.22 1009.11 266.04 1009.11 268.61 1009.02 268.85 1009.02 269.32 1009.03 272.91 1008.94 273.73 1008.84 274.55 1009.29 275.62 1009.32 275.84 1009.21 275.97 1009.23 276.34 1009.24 277.39 1009.26 278.14 1009.25 286.34 1009.11 289.64 1009.11 303.2 1009.03 310.17 1009.1 310.31 1009.11 311.37 1009.08 312.29 1008.91 313.48 1008.87 316.15 1008.79 322.07 1008.78 325.47 1008.98 325.8 1009.02 327.69 1009.13 329.07 1009.29 337.32 1009.14 345.01 1009.32 353.24 1009.79 353.91 1009.82 355.13 1010.13 355.47 1010.13 355.96 1010.5 362.95 1010.5 368.03 1010.41 370.98 1010.44 377.09 1010.22 379.66 1010.11 379.78 1010.07 382.51 1010.3 383.65 1010.3 385.65 1010 397.12 1010 401.12 1009.45 403.87 1009 416.28 1008.95 417.27 1008.94 417.72 1008.94 417.99 1008.94 418.28 1009 420.34 1009.41 423.14 1010 424.67 1010 425.42 1010.48 428.6 1010.69 432.8 1011.2 436.98 1011.67 442.78 1011.74 447.1 1011.75 452.85 1011.76 453.5 1012 454.36 1012.08 457 1012.33 458 1012.42 460.1 1012.98 461.24 1013.01 461.71 1013.54 462.26 1013.61 465.35 1013.88 465.51 1014 465.79 1014.68 469.25 1014.87 471.75 1015 471.84 1015 472.08 1016.18 472.77 1017 473.1 1017.06 475.41 1017.52 475.71 1017.53 475.8 1017.16 478.21 1017.47 482.86 1017.47 484.16 1017.47 484.33 1017.47 485.73 1017.47 486.06 1017.47 491.09 1017.48 500 1017.85 500.31 1017.86 503.38 1017.91 504.51 1017.94 506.38 1017.99 506.57 1018 507.79 1018.15 513.95 1018.24 521.65 1018.32 522.95 1018.34 524.02 1018.2 527.83 1018.22 529.54 1018.47 530.81 1018.53 536.12 1018.76 541.7 1018.82 546.69 1018.87 547.98 1018.97 548.65 1019 549.34 1019 551.54 1019.1 553.95 1019 555.27 1019 555.95 1019 566.72 1019 578.1 1019 585.94 1019
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .042 29.6 .035 513.95 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.

29.6 513.95 401.42 401.42 401.42 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
0 23.5 1024.74 F
519.22 585.94 1023.72 F

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: -417
INPUT
Description:

Station Elevation Data num= 201
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 1021 15.84 1021 17.56 1021.13 23.5 1021.05 26.83 1021

31.44 1019.94 32.32 1019.69 35.45 1019.25 36.33 1019.23 38.71 1019

39.8 1018 41.66 1017.3 42.01 1017.3 42.74 1017.22 43.79 1017.21

46.55 1016.43 48.66 1015.81 49.56 1015.75 50.2 1015.71 50.57 1015.67

51.08 1015.59 52.01 1015.47 57.75 1015 58.57 1015 58.83 1014.65

60.46 1014.62 63.77 1014.09 64.13 1014.08 65.12 1013.9 66.97 1013.73

67.27 1013.38 68.89 1013.38 69 1013.02 69.82 1012.86 74.69 1012

76.45 1011.66 77.72 1011.64 78.71 1011.23 79.56 1010.72 81.76 1010 83 1009.28 83.95 1009.11 87.41 1008.51 89.77 1007.65 91.53 1007.6

335.24 1007.32 336.72 1007.32 340.85 1007.76 346.27 1007.76 347.2 1007.96 348.85 1008.09 350.52 1008.23 352.87 1008.51 353.97 1008.52 364.38 1008.32 370.68 1008.25 373.25 1008.19 375.39 1008.17 377.99 1008.06 390.48 1007.57 391.54 1007.6 391.88 1007.59 400.6 1007.92 421.47 1008.35 423.48 1008.43 430.94 1009 438.43 1009.63 441.36 1009.75 444.92 1009.84 447.59 1010.11 450.91 1010.2 454.9 1010.47 461.39 1011 464.35 1011.5 466.77 1011.84 471.68 1011.94 472.36 1012 474.82 1012.69 479.56 1013.02 480.74 1013.05 481.45 1012.92 483.9 1013.4 487.33 1014.11 487.96 1014.74 488.32 1014.74 491.19 1014.74 491.53 1014.68 491.87 1014.84 494.01 1015.99 495.93 1016.62 498.81 1016.62 499.35 1016.7 500 1016.65 500.15 1016.64 500.69 1016.62 503.61 1016.62 505.06 1017.99 505.69 1018.01 507.86 1017.82 512.45 1017.97 517.59 1018 517.84 1017.92 521.37 1017.97 521.7 1017.99 522.29 1018 522.35 1018 522.94 1018.01 526.77 1018.3 528.04 1018.3 533.28 1018.02 544 1018.89 550.39 1018.89 551.91 1018.89 555.23 1018.89 557.34 1018.8 558.08 1018.74 566.13 1018.53 566.87 1018.5 574.74 1017.54 596.49 1017.83 600.65 1017.83
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .042 26.83 .035 517.59 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.

26.83 517.59 549.14 549.14 549.14 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
0 22.41 1023.71 F
523.03 600.65 1024.02 F

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: -966
INPUT
Description:

Station Elevation Data num= 198
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 1018.4 6.98 1018.4 18.72 1018.32 24.16 1018.33 29.6 1018.26

31.59 1018.21 32.34 1018 35.17 1017.36 37.46 1017 40.89 1016.18

41.6 1015.58 43.64 1015.46 43.84 1015.09 45.35 1015.04 46.24 1015.13

47.11 1014.86 50.74 1014.17 52.05 1014 52.25 1014 55.59 1013.34

56.1 1013.36 57.77 1013.36 59.02 1013 61.04 1013 62.5 1013

62.65 1012.55 62.87 1012.48 63.93 1012.38 64.38 1012.45 66.68 1012.44

68.62 1011.72 68.96 1011.68 69.75 1011.68 71.07 1011.38 71.66 1011.31

74.69 1010.99 77.36 1010.74 77.62 1010.67 77.92 1010.67 78.15 1010.63

78.43 1010.59 82.05 1009.85 83.38 1009.56 84.83 1009.42 86.78 1009.44

91.71 1009.24 92.08 1009.11 92.25 1009.11 97.43 1008.03 97.54 1007.99 101.2 1007.82 101.64 1007.83 106.27 1006.79 106.38 1006 106.46 1006 110.74 1006.07 112.86 1006.06 114.67 1006.06 115.76 1006.09 121.63 1006.21 121.71 1006.11 121.95 1006.1 122.01 1005.98 122.2 1005.89 122.29 1005.85 122.43 1005.85 122.64 1005.85 125.16 1005.85 129.22 1006 129.73 1006 129.9 1006.08 130.35 1006.13 130.44 1006.13 130.68 1006.64 132.98 1006.64 134.65 1006.56 237.75 1006.62 254.78 1006.62 254.8 1006.6 256.24 1006.61 258.9 1006.63 322.09 1006.44 335.58 1006.22 337.47 1006.19 339.25 1006.08 342.01 1005.99 351.55 1006 352.17 1006.01 357 1006.03 357.66 1006.03 358.51 1005.99 359.05 1006.12 360.71 1006.19 362.21 1006.21 363.24 1006.68 364.17 1007 366.98 1007.45 367 1007.45 367.08 1007.46 373.62 1007.68 376.71 1007.52 380.64 1007.45 381.73 1007.45 382.38 1006.99 385.64 1006.99 389.08 1006.99 390.07 1007 390.42 1007.25 398.88 1007.37 402.69 1007.37 407.38 1007.26 408.39 1007.14 409.22 1007.14 410.66 1007.14 417.27 1007.35 422.8 1007.71 423.45 1007.72 424.82 1007.75 427.93 1008 428.63 1008.06 429.26 1008.49 431.25 1008.5 436.58 1008.29 443.15 1008.73 444.63 1008.77 445.22 1009.04 445.97 1009.1 447.51 1009.12 451.44 1009.26 451.75 1010.68 452.13 1010.69 455.59 1010.9 455.85 1010.97 456.08 1011.01 458.37 1012.4 459.22 1012.41 460.8 1012.52 461.94 1013.5 462.27 1013.66 462.32 1014.06 463.03 1014.13 463.57 1014.27 465.09 1015.42 465.95 1015.43 466.54 1015.84 471.82 1015.87 480.56 1016 480.62 1016.01 492.12 1016.25 500 1016.37 502.55 1016.41 506.55 1016.48 511.11 1016.7 514.35 1016.7 515.76 1016.66 530.01 1017 536.98 1017 539.09 1017.01 539.4 1017.01 539.62 1017.06 541.85 1016.97 543.34 1016.9 544.11 1016.9 544.6 1016.95 544.62 1016.95 544.77 1016.95 545.06 1016.96 547.6 1017 547.68 1017.05 552.63 1017.24 559.12 1017.24 559.17 1017.24 565.01 1017.28 566.21 1017.27 568.52 1017.21 572.75 1017.4 577.63 1017.42 578.21 1017.42 581.16 1017.38 582.22 1017.4 586.94 1017.62 592.3 1017.67 594.29 1017.67 594.5 1017.67 594.6 1017.77 604.65 1017.58 604.87 1017.58 605.44 1017.58 608.61 1017.51 633.18 1017.07 636.55 1017 640.39 1016.82 641.26 1016.8 641.77 1016.79 641.98 1016.78

642.14 1016.79 643.36 1016.76 645.28 1016.76
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .042 32.34 .035 536.98 .042
Bank Sta: Left Right Lengths: Left Channel Right

32.34 536.98 446.71 446.71 446.71
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
0 28.58 1020.48 F
543.87 645.28 1020.94 F

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: -1415
INPUT
Description: Via
Station Elevation
Sta Elev
0 1015.16

16.48 1015.08

29.29 1014.76

54.63 1014.23

64.6 1013.81

75.41 1013.49

86.38 1012.96

88.76 1012.07

90.07 1012.19

94.47 1010.66

99.17 1009.75
103.4 1008.59
110.2 1007.89
126.8 1006.44
131.71 1005.77
143.05 1005.09
148.33 1004.64
154.05 1004.64
156.65 1004.64
169.18 1004.64
177.76 1004.64
189.45 1004.64
197.58 1004.64
228.33 1004.64
239.01 1004.64
277.45 1004.64
281.24 1004.64
285.9 1005
297.27 1005.32
304.9 1005.18
309.21 1004.69
313.35 1004.69
322.02 1005.12
340.7 1005.4
344.37 1004.62
360.19 1004.62
371.48 1004.62
382.98 1004.62
388.81 1004.62
393.1 1005.27
402.41 1006.3
412.69 1007.39
423.03 1008.59
425.9 1009.22
431.27 1011.04
436.8 1012.26
437.53 1012.48
437.9 1012.58
439.56 1013.11
443.49 1013.32
446.21 1014.66
450.78 1015.15
452.24 1015.14
459.77 1016.03
Coeff Contr. Expan.
.1 .3
Montezuma
Data num= 277
Sta Elev Sta Elev Sta Elev Sta Elev

3.54 1015.18 5.68 1015.16 11.07 1015.12 15.77 1015.08

16.7 1015.06 16.93 1015.06 20.58 1014.74 26.64 1014.74

37.06 1014.82 42.55 1014.66 45.37 1014.62 53.1 1014.53

57.08 1014.08 58.59 1014.14 60.33 1014.14 63.33 1013.87

66.46 1013.54 72.48 1013.59 74.53 1013.51 74.63 1013.5

76.07 1013.46 81.84 1013.08 86.1 1013 86.29 1012.97

86.54 1012.94 86.61 1012 87.22 1012.84 88.26 1012.07

89.06 1012.35 89.2 1012.29 89.45 1012.1 89.89 1012.06

90.26 1012.2 90.82 1011.65 91.83 1011 93.59 1010.81

95.37 1010.66 96.24 1010.3 97.37 1010.68 98.27 1010.57

99.72 1009.45 100.05 1009.45 101.32 1009.19 102.68 1009 104.88 1008.32 108.06 1008.16 109.36 1008 109.83 1007.85 111.02 1007.82 116.57 1007.31 121.42 1006.94 125.51 1006.61 129.43 1006.32 129.53 1006.01 129.64 1005.99 130.75 1006.03 132.68 1005.7 133.61 1005.64 134.5 1005.64 134.63 1005.63 144.26 1004.64 146.61 1004.64 146.94 1004.64 147.83 1004.64 150.4 1004.64 150.74 1004.64 151.25 1004.64 152.92 1004.64 154.25 1004.64 155.22 1004.64 155.28 1004.64 156.55 1004.64 156.79 1004.64 163.09 1004.64 165.16 1004.64 165.65 1004.64 172.04 1004.64 175.02 1004.64 175.76 1004.64 176.81 1004.64 178.82 1004.64 183.51 1004.64 184.8 1004.64 185.78 1004.64 192.2 1004.64 194.24 1004.64 195.93 1004.64 197.1 1004.64 200.75 1004.64 201.79 1004.64 210.7 1004.64 215.95 1004.64 228.5 1004.64 228.68 1004.64 238.32 1004.66 238.69 1004.64 254.52 1004.64 263.01 1004.64 270.71 1004.64 274.94 1004.64 277.93 1004.64 278.71 1004.64 279.12 1004.64 280.23 1004.64 282.44 1004.64 282.84 1004.64 284.07 1004.64 285.47 1004.64 286.23 1005.15 286.56 1005.15 291.62 1005.32 296.03 1005.32 297.47 1005.28 297.63 1005.27 297.83 1005.27 301.02 1005.23 308.39 1005.17 308.51 1005 308.7 1005 308.97 1004.69
309.65 1004.69 309.88 1004.69 311.12 1004.69 312.81 1004.69 314.35 1004.69 315.02 1005.09 315.58 1005.03 315.64 1005.04 324.08 1005.2 327.29 1005.22 334.15 1005.28 336.45 1005.37 342 1005.37 342.18 1005.39 342.41 1005.39 344.34 1004.62 346.89 1004.62 347.17 1004.62 348.45 1004.62 354.22 1004.62 360.67 1004.62 362.21 1004.62 363.35 1004.62 367.59 1004.62 372.54 1004.62 373.86 1004.62 380.22 1004.62 382.12 1004.62 384.43 1004.62 385.81 1004.62 387.42 1004.62 387.79 1004.62 389.09 1004.62 389.28 1004.62 389.44 1004.62 389.76 1004.62 396.45 1005.57 397.84 1005.82 400.06 1005.97 400.78 1006 402.81 1006.34 404.12 1006.51 405.98 1006.74 408.71 1006.76 413.97 1007.5 416.41 1008 418.75 1008 418.8 1008.01
423.24 1008.62 423.42 1009.04 424 1009 424.95 1008.94
426.03 1009.25 427.64 1009.62 429.23 1010 430.53 1010.49 432.79 1011 432.8 1011 434.99 1011.7 435.96 1012
436.95 1012.31 437.1 1012.35 437.24 1012.39 437.41 1012.44 437.6 1012.5 437.66 1012.51 437.73 1012.53 437.8 1012.55 438.13 1013 438.22 1012.67 438.26 1013 439.45 1013
439.85 1013.1 439.9 1013.11 441.16 1013.38 443.38 1013.31 443.56 1013.87 444.22 1014 444.75 1014.26 445.4 1014.31 446.61 1014.64 448.21 1014.58 448.57 1014.7 450.27 1015 450.94 1015.18 451.5 1015.2 451.57 1015.21 452.04 1015.26 455.38 1015.16 456.25 1015.75 457.37 1015.78 459.42 1015.98 461.34 1016.14 461.57 1016.13 462.57 1016.1 463.35 1016.09

464 1016.06 465.88 1016 466.29 1015.99 466.46 1016 467.9 1015.98 468.31 1015.99 468.97 1015.99
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .016 11.07 .016 459.42 .016
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.

11.07 459.42 42.27 42.27 42.27 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
0 9.64 1019.22 F
462.05 468.97 1018.55 F

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: -1451
INPUT
Description: Via Montezuma
Station Elevation Data num= 120
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 1012.44 7.89 1012.44 9.52 1011.97 9.58 1011.97 11.91 1011.87

20.7 1011.51 23.65 1011.3 23.72 1011.3 33.71 1010.66 36.94 1010.32

47.65 1009.59 47.86 1009.44 54.55 1009.03 55.08 1008.87 62.21 1008.58

63.57 1008.48 68.18 1008.25 72.62 1008 86.63 1007.28 90.61 1007.26

91.39 1007.02 95.47 1006.74 98.56 1006.6 106.46 1006.31 116.59 1006 117.08 1006.06 118.72 1005.93 125.01 1005.7 127.27 1005.46 134.78 1005.34 142.65 1005.25 147.59 1005.03 148.12 1004.92 150.74 1004.78 153.68 1004.74 154.47 1004.64 155.55 1004.64 157.3 1004.64 157.59 1004.64 157.8 1004.64 158.68 1004.64 158.73 1004.64 162.51 1004.64 164.38 1004.64 164.82 1004.64 165.06 1004.64 167.56 1004.64 174.29 1004.64 176.38 1004.64 180.38 1004.64 187.87 1004.64 191.53 1004.64 193.14 1004.64 209.69 1004.61 209.95 1004.61 225.33 1004.61 238.67 1004.64 240.36 1004.64 243.98 1004.54 247.84 1004.54 248.81 1004.6 250.78 1004.6 251.14 1004.6 266.4 1004.64 283.07 1004.64 298.49 1004.61 308.65 1004.63 309.27 1004.64 311.32 1004.64 311.56 1004.64 311.83 1004.64 312.08 1004.64 312.36 1004.64 314.5 1004.64 314.87 1004.64 315.28 1004.64 320.72 1004.64 322.57 1004.64 326.2 1004.64 330.78 1004.64 332.01 1004.64 336.07 1004.64 337.13 1004.64 338.48 1004.64 345.25 1004.64 346.01 1004.64 347.07 1004.64 348.39 1004.73 352.44 1004.64 355.16 1004.64 356.3 1004.92 357.81 1004.64 357.91 1004.64 358.99 1005.02 365.12 1005.23 365.13 1005.17 375.68 1005.36 387.28 1005.94 393.71 1005.94 394.12 1005.99 403.2 1006.31 408.27 1006.4 417.45 1006.52 424.81 1007.23 424.98 1007.24 425.54 1007.75 426.54 1007.75 435.24 1007.75 439.6 1007.61 442.79 1007.79 444.9 1007.99 445.13 1008.27 451.68 1008.55 456.24 1008.75 456.51 1008.88 459.56 1008.88 461.91 1008.8 463.1 1009.19 473.85 1009.68 476.51 1009.68 Manning's n Values
Sta n Val Sta
0 .016 9.52
Bank Sta: Left Right

9.52 473.85
Ineffective Flow num=
Sta L Sta R Elev
0 8.47 1013.32
474.8 476.51 1013.78

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC
INPUT
Description:
num= 3
n Val Sta n Val
.016 473.85 .016
Lengths: Left Channel
612.44 612.44
2 Permanent
F
F
RS: -2068
Right Coeff Contr. Expan.
612.44 .1 .3
Station Elevation Data num= 218
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 1013.09 7.16 1013.16 11.22 1013.04 12.39 1013 14.78 1012.86

19.59 1013.01 24.92 1012.85 31.1 1012.94 34.95 1012.95 39.38 1012.92

41.28 1012.86 41.87 1012.82 42.8 1012.58 47.23 1012.56 47.41 1012.56

47.42 1012 48.31 1012.4 49.58 1011.06 49.76 1011.06 49.99 1011.05 50 1010.9 50.02 1010.9 50.25 1010.8 51.97 1010.08 52.15 1010

52.18 1009.84 52.9 1009.21 53.58 1010.18 53.79 1010.14 54 1008.91

54.06 1008.78 54.34 1009 54.91 1009 57.16 1008.33 57.31 1008.29

57.4 1009 57.82 1008.69 58.3 1008.69 58.92 1008.65 59.25 1008.76

59.56 1008.85 59.77 1009 60.4 1009 60.47 1009 61 1008.86

66.09 1008.53 67.22 1008 74.88 1007.89 76.07 1007.93 85.39 1007.37

91.27 1007.37 95.01 1007.41 95.33 1007.04 96.16 1007.07 96.72 1007.05

96.87 1007.05 97.26 1007 97.87 1007 102.77 1007 116.05 1006.2 119.67 1005.88 134.14 1005.46 135.58 1005.5 150.41 1005.3 168.03 1004.77 170.48 1004.77 176.56 1004.47 182.44 1004.33 195.18 1004.6 205.17 1004.54 208.09 1004.35 211.17 1004.38 217.79 1004.45 227.52 1004.37 228.51 1004.01 228.57 1004 228.64 1003.99 230.93 1003.26 231.82 1003.15 232.83 1003.08 233.29 1003.06 234.42 1003.07 234.8 1003.07 238.88 1003.05 243.37 1003.05 244.91 1003.05 245.55 1003.39 246.44 1003.39 248.77 1003.26 251.67 1003.39 253.12 1003.77 253.61 1003.9 254.25 1004.2 254.61 1004.28 259.46 1004.28 259.99 1004.19 261.06 1004.19 261.78 1004.3 262.24 1004.3 289.29 1004.27 314.81 1004.17 314.91 1004.17 315.26 1004 315.48 1004 315.62 1003.89 315.96 1003.86 316.07 1003.73 316.34 1003.62 318.74 1003.62 320.55 1003.61 323.93 1003.59 324.1 1003.59 324.26 1003.59 324.37 1003.59 324.7 1003.59 324.88 1004 325 1004 326.41 1003.84 326.6 1003.59 326.85 1003.59 327.27 1003.61 329.35 1003.59 330.27 1003.59 331.41 1003.59 332.2 1004.19 332.3 1004.21 332.41 1004.08 333.52 1004.11 338.12 1004.19 345 1004.09 345.62 1004.08 345.72 1004.11 346.18 1004.11 353.02 1004.1 355.67 1004.11 357.91 1004.11 358.04 1004.08 358.09 1003.73 358.63 1003.71 359.02 1003.59 359.4 1003.59 363.35 1003.59 365.65 1003.59 365.93 1003.81 366.26 1003.81 366.42 1004 366.63 1004.27 381.95 1004.27 453.52 1004.27 455.5 1004.42 464.75 1004.83 467.1 1005 468.09 1005 469.88 1005.31 472.51 1005.9 481.15 1006 481.2 1006.15 485.93 1006.15 488.37 1006.24 498.64 1006.17 499.29 1006.17 500 1006.38 500.1 1006.41 507.92 1007 512.95 1007 516.85 1007 517.71 1007.06 518.09 1007.49 525.65 1007.87 528.4 1008.08 531 1008.23 538.59 1008.73 540.13 1009.19 540.53 1009.19 544.63 1009.5 545.71 1009.58 551.24 1009.71 551.95 1009.71 552.37 1010 554.78 1010 555.09 1010 560.23 1010.43 568.28 1011.04 578.64 1011.94 579.38 1012.56 586.17 1012.94 587.2 1013.03 587.38 1013.02 594.48 1014 594.92 1014 599.83 1014.26 600.86 1014.31 601.1 1014.85 603.17 1015 607.19 1015.54 610.42 1015.54 610.95 1015.77 644.07 1015.84 652.26 1015.89 656.71 1015.92 660.31 1015.95 661.85 1015.96 664.63 1016.01 667.14 1016.01 668.98 1015.9 672.02 1015.94 675.45 1015.97 681.81 1015.84 684.68 1015.84 687.61 1015.87 701.14 1015.75 712.04 1015.79 723.42 1015.75 724.07 1015.58 724.61 1015.58 737.3 1015.51 743.15 1015.54 744.37 1015.54
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .042 41.28 .035 610.95 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.

41.28 610.95 368.66 368.66 368.66 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
0 36.09 1018.9 F
618.04 744.37 1019.43 F

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: -2437
INPUT
Description:

Station Elevation Data num= 202
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 1012.11 1.07 1012.11 1.22 1012.11 5.71 1012.18 12.82 1012.37

24.09 1012.39 25.08 1012.39 25.99 1012.08 36.81 1012 36.88 1012.06

39.37 1012.06 40.97 1012.16 50.1 1012.14 52.82 1012.14 58.02 1012.13

58.56 1012.13 58.81 1011.89 59.65 1010.62 60.04 1010.53 60.61 1010

60.89 1009.45 61.26 1009.33 61.34 1009.28 61.97 1008.99 62.08 1008.97

62.3 1008.96 62.54 1008.94 63.28 1008.35 63.61 1008.45 64.26 1008.04

64.38 1007.95 64.83 1007.77 64.95 1007.57 65.7 1007.52 67.49 1007.97

69.96 1007.31 73.37 1006.87 74.66 1007.15 74.91 1007.16 85.59 1007

87.4 1006.88 87.83 1006.89 88.92 1006.41 90.3 1006.37 94.52 1006.34

301.73 1003.95 302.6 1003.9 304.24 1003.71 306.28 1003.62 309.71 1003.62 313.19 1003.59 313.66 1003.78 314.19 1004 315.62 1004.35 316.16 1004.39 342.03 1005.03 355.02 1004.41 360.97 1004.13 363.39 1004 364.72 1004 463.89 1004.04 470.42 1003.33 475.19 1003.01 475.68 1003 476.25 1003.19 477.76 1002.67 478.03 1002.92 478.14 1003.06 478.22 1003.06 478.3 1003.15 480.56 1003.11 481.71 1003.1 481.81 1003.1 481.95 1003.05 482.36 1002.8 482.61 1002.68 484.11 1002.67 485.7 1002.96 485.9 1003 485.94 1003.02 487.97 1003.09 488.17 1004 489.02 1004.17 490.13 1004.99 490.46 1005 490.48 1005 491.94 1005 502.04 1005.65 512.66 1006.1 514.3 1006.13 519.39 1005.75 520.13 1005.99 526.62 1006.19 527.21 1006.19 529.43 1006.72 533.88 1006.78 534.79 1006.82 538.12 1007.3 539.24 1007.3 540.14 1007.4 541.6 1008 549.33 1008 549.45 1008.01 550.36 1008.06 559.19 1008.4 563.13 1008.4 565.32 1008.6 571.14 1008.77 571.82 1009.05 573.93 1009.2 578.28 1009.87 584.52 1010.13 585.69 1009.95 585.99 1011.02 595.51 1011.16 595.62 1011.16 598.28 1011.16 603.63 1011.71 607.24 1011.88 608.13 1012.11 609.77 1012.48 612.55 1012.48 615.08 1012.63 619.2 1013 623.46 1013.47 626.63 1014.07 627.44 1014.15 631.02 1014.77 633.16 1014.84 636.65 1015 636.84 1015.01 639.13 1015.25 640.03 1015.25 642.33 1015 644.41 1015 658.11 1015 663.52 1015 667.14 1014.82 669.08 1014.17 694.63 1014.09 700.6 1014.09 706.55 1014.07 707.26 1014.07 707.35 1014.07 707.54 1014.07 707.55 1014.07 708.86 1014.08 712.78 1014.12 718.9 1014.18 719.11 1014.18 719.66 1014.06 728.09 1014.29 728.22 1014.21 728.39 1013.93 730.41 1013.88 732.03 1014 736.85 1014
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .042 50.1 .035 636.65 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.

50.1 636.65 0 0 0 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
0 46.01 1018.27 F
641.63 736.85 1020.6 F

SUMMARY OF MANNING'S N VALUES
River:Murrieta Creek
Reach
River Sta.
n1
n2
n3
Main - EC
3430
.042
.035
.042
Main - EC
3069
.042
.035
.042
Main - EC
2700
.042
.035
.042
Main - EC
2540
.042
.035
.042
Main - EC
2399
.042
.035
.042
Main - EC
2343
Bridge
Main - EC
2295
.042
.035
.042
Main - EC
2022
.042
.035
.042
Main - EC
1737
.042
.035
.042
Main - EC
1265
.042
.035
.042
Main - EC
1130
.042
.035
.042
Main - EC
1000
.042
.035
.042
Main - EC
954
.042
.035
.042
Main - EC
912
.042
.035
.042
Main - EC
642
.042
.035
.042
Main - EC
343
.042
.035
.042
Main - EC
-16
.042
.035
.042
Main - EC
-417
.042
.035
.042
Main - EC
-966
.042
.035
.042
Main - EC
-1415
.016
.016
.016
Main - EC
-1451
.016
.016
.016
Main - EC
-2068
.042
.035
.042
Main - EC
-2437
.042
.035
.042

SUMMARY OF REACH LENGTHS
River: Murrieta Creek
Reach River Sta. Left Channel Right
Main - EC 3430 360.57 360.57 360.57

Main
- EC
3069
368.55
368.55
368.55
Main
- EC
2700
161.15
161.15
161.15
Main
- EC
2540
141.07
141.07
141.07
Main
- EC
2399
103.93
103.93
103.93
Main
- EC
2343
Bridge
Main
- EC
2295
272.93
272.93
272.93
Main
- EC
2022
284.86
284.86
284.86
Main
- EC
1737
471.89
471.89
471.89
Main
- EC
1265
137.3
137.3
137.3
Main
- EC
1130
131.85
131.85
131.85
Main
- EC
1000

45.27 45.27

45.27 Main
- EC
954

39.88 39.88

39.88 Main
- EC
912
269.51
269.51
269.51
Main
- EC
642
298.19
298.19
298.19
Main
- EC
343
358.82
358.82
358.82
Main
- EC
-16
401.42
401.42
401.42
Main
- EC
-417
549.14
549.14
549.14
Main
- EC
-966
446.71
446.71
446.71
Main
- EC
-1415

42.27 42.27

42.27 Main
- EC
-1451
612.44
612.44
612.44
Main
- EC
-2068
368.66
368.66
368.66
Main
- EC
-2437
0 0
0 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS
River: Murrieta Creek
Reach
River Sta.

Contr
Main - EC
3430
.1
Main - EC
3069
.1
Main - EC
2700
.1
Main - EC
2540
.1
Main - EC
2399
.1
Main - EC
2343
Bridge
Main - EC
2295
.1
Main - EC
2022
.1
Main - EC
1737
.1
Main - EC
1265
.3
Main - EC
1130
.1
Main - EC
1000
.3
Main - EC
954
.1
Main - EC
912
.3
Main - EC
642
.1
Main - EC
343
.1
Main - EC
-16
.1
Main - EC
-417
.1
Main - EC
-966
.1
Main - EC
-1415
.1
Main - EC
-1451
.1
Main - EC
-2068
.1
Main - EC
-2437
.1
Profile Output
Table - ERSC
Reach
River Sta
Top Width Froude # Chl Mann
Wtd Chnl
(ft)
Main - EC
3430
357.94

0.66 0.035
Main - EC
3430
407.62

0.67 0.035
Main - EC
3430
337.69

0.65 0.035
Main - EC
3069
273.26

0.77 0.035
Main - EC
3069
Expan.
.3
.3
.3
.3
.3
.3
.3
.3
.5
.3
.5
.3
.5
.3
.3
.3
.3
.3
.3
.3
.3
.3
Profile
Q Total
W.S. Elev
E.G. Slope
Vel Chnl
Area
Flow Area
(cfs)
(ft)
(ft/ft)
(ft/s)
(sq ft)
(sq ft)
Q100
22300.00
1027.71

0.003944

10.71 2210.05
2081.55
Q200
27200.00
1029.04

0.003985

11.18 2716.79
2434.56
Q50
19300.00
1026.91

0.003968

10.26 1928.23
1880.87
Q100
22300.00
1025.35

0.005624

12.44 1812.40
1792.90
Q200
27200.00
1026.33

0.005882

13.50 2160.41
2015.48

414.32

0.80 0.035
Main -
EC
3069
Q50
19300.00
1024.71

0.005435

11.69 1650.95
1650.95
220.08

0.75 0.035
Main -
EC
2700
Q100
22300.00
1025.32

0.001845

7.46 2988.92
2988.92
353.32

0.45 0.035
Main -
EC
2700
Q200
27200.00
1026.53

0.001784

7.95 3426.86
3419.57
378.64

0.45 0.035
Main -
EC
2700
Q50
19300.00
1024.54

0.001898

7.12 2711.20
2711.20
352.18

0.45 0.035
Main -
EC
2540
Q100
22300.00
1024.66

0.002491

8.62 2586.92
2586.92
307.27

0.52 0.035
Main -
EC
2540
Q200
27200.00
1025.82

0.002443

9.23 2945.97
2945.97
310.27

0.53 0.035
Main -
EC
2540
Q50
19300.00
1023.91

0.002490

8.19 2357.40
2357.40
302.73

0.52 0.035
Main -
EC
2399
Q100
22300.00
1024.41

0.002112

8.25 2704.36
2704.36
297.28

0.48 0.035
Main -
EC
2399
Q200
27200.00
1025.56

0.002137

8.92 3050.35
3050.35
299.93

0.49 0.035
Main -
EC
2399
Q50
19300.00
1023.66

0.002065

7.77 2483.72
2483.72
293.74

0.47 0.035
Main -
EC
2343
Winchester Road
Bridge
Main -
EC
2295
Q100
22300.00
1023.63

0.002512

8.76 2545.52
2545.52
293.27

0.52 0.035
Main -
EC
2295
Q200
27200.00
1024.74

0.002548

9.46 2874.32
2874.32
297.38

0.54 0.035
Main -
EC
2295
Q50
19300.00
1022.92

0.002483

8.26 2336.50
2336.50
292.13

0.51 0.035
Main -
EC
2022
Q100
22300.00
1022.64

0.003219

9.47 2489.63
2355.81
401.55

0.59 0.035
Main -
EC
2022
Q200
27200.00
1023.75

0.003148

10.13 2949.75
2684.04
417.70

0.59 0.035
Main -
EC
2022
Q50
19300.00
1021.93

0.003233

8.98 2230.19
2149.96
349.27

0.58 0.035
Main -
EC
1737
Q100
22300.00
1021.98

0.002573

8.67 2731.69
2571.28
432.09

0.52 0.035
Main -
EC
1737
Q200
27200.00
1023.11

0.002582

9.33 3227.23
2917.76
443.75

0.53 0.035
Main -
EC
1737
Q50
19300.00
1021.26

0.002563

8.19 2431.08
2356.27
411.98

0.52 0.035
Main -
EC
1265
Q100
22300.00
1020.90

0.002323

8.25 2702.30
2702.30
330.40

0.51 0.035
Main -
EC
1265
Q200
27200.00
1022.06

0.002328

8.80 3091.99
3091.99
343.94

0.52 0.035
Main -
EC
1265
Q50
19300.00
1020.20

0.002264

7.81 2472.39
2472.39
322.27

0.50 0.035
Main -
EC
1130
Q100
22300.00
1020.52

0.002391

8.44 2643.54
2643.54
319.97

0.52 0.035
Main -
EC
1130
Q200
27200.00
1021.64

0.002396

9.04 3009.64
3009.64
328.80

0.53 0.035
Main -
EC
1130
Q50
19300.00
1019.83

0.002338

7.96 2425.86
2425.86
315.39

0.51 0.035
Main -
EC
1000
Q100
22300.00
1020.04

0.002671

8.92 2498.60
2498.60
300.43

0.55 0.035
Main -
EC
1000
Q200
27200.00
1021.15

0.003045

9.48 2892.01
2868.64
393.32

0.58 0.035

Main -
EC
1000
Q50
294.31

0.53 0.035
Main -
EC
954
Bridge Location
Q100
305.07

0.60 0.035
Main -
EC
954
Bridge Location
Q200
384.84

0.61 0.035
Main -
EC
954
Bridge Location
Q50
299.61

0.58 0.035
Main -
EC
912
Q100
282.98

0.60 0.035
Main -
EC
912
Q200
334.26

0.66 0.035
Main -
EC
912
Q50
280.61

0.58 0.035
Main -
EC
642
Q100
417.14

0.51 0.035
Main -
EC
642
Q200
474.51

0.52 0.035
Main -
EC
642
Q50
412.35

0.51 0.035
Main -
EC
343
Q100
443.08

0.65 0.035
Main -
EC
343
Q200
474.11

0.67 0.035
Main -
EC
343
Q50
363.83

0.64 0.035
Main -
EC
-16
Q100
409.65

0.56 0.035
Main -
EC
-16
Q200
415.57

0.58 0.035
Main -
EC
-16
Q50
408.39

0.56 0.035
Main -
EC
-417
Q100
441.66

0.51 0.035
Main -
EC
-417
Q200
448.69

0.52 0.035
Main -
EC
-417
Q50
433.47

0.50 0.035
Main -
EC
-966
Q100
398.86

0.71 0.035
Main -
EC
-966
Q200
409.46

0.71 0.035
Main -
EC
-966
Q50
394.34

0.71 0.035
Main -
EC
-1415
Via Montezuma
Q100
345.75

0.69 0.016
Main -
EC
-1415
Via Montezuma
Q200
350.98

0.74 0.016
Main -
EC
-1415
Via Montezuma
Q50
344.01

0.66 0.016
Main -
EC
-1451
Via Montezuma
Q100
476.51

0.54 0.016
Main -
EC
-1451
Via Montezuma
Q200
476.51

0.56 0.016
Main -
EC
-1451
Via Montezuma
Q50
467.00

0.53 0.016
Main -
EC
-2068
Q100
19300.00
1019.40

0.002527

8.36 2309.60
2309.60
22300.00
1019.71

0.003265

9.44 2362.04
2362.04
27200.00
1020.74

0.003297

10.16 2693.64
2677.87
19300.00
1019.09

0.003151

8.88 2172.82
2172.82
22300.00
1019.50

0.003238

9.68 2303.09
2303.09
27200.00
1020.46

0.003902

10.52 2587.27
2586.39
19300.00
1018.92

0.003068

9.03 2138.35
2138.35
22300.00
1019.01

0.002497

7.67 2907.17
2907.17
27200.00
1019.96

0.002521

8.22 3335.16
3310.17
19300.00
1018.40

0.002502

7.28 2651.74
2651.74
22300.00
1017.57

0.004126

9.39 2399.69
2374.83
27200.00
1018.41

0.004192

10.12 2787.50
2688.04
19300.00
1017.02

0.004070

8.88 2174.62
2174.60
22300.00
1016.52

0.003071

8.23 2709.90
2709.90
27200.00
1017.39

0.003092

8.87 3066.00
3066.00
19300.00
1015.95

0.003095

7.80 2474.63
2474.63
22300.00
1015.54

0.002493

7.51 2967.81
2967.81
27200.00
1016.41

0.002509

8.10 3359.19
3359.19
19300.00
1014.95

0.002456

7.11 2712.95
2712.95
22300.00
1013.00

0.005106

9.69 2301.96
2301.96
27200.00
1013.88

0.004854

10.22 2661.92
2661.92
19300.00
1012.44

0.005271

9.28 2080.32
2080.32
22300.00
1012.05

0.000973

9.98 2233.97
2233.97
27200.00
1012.65

0.001103

11.14 2442.42
2442.42
19300.00
1011.65

0.000895

9.21 2095.68
2095.68
22300.00
1012.46

0.000603

7.71 2899.33
2894.41
27200.00
1013.20

0.000617

8.40 3252.41
3239.95
19300.00
1011.97

0.000591

7.23 2673.43
2669.51
22300.00
1012.02

0.002010

6.53 3413.66
3413.66

530.11

0.45 Main -
EC
-2068
541.10

0.47 Main -
EC
-2068
524.85

0.44 Main -
EC
-2437
511.52

1.00 Main -
EC
-2437
516.46

1.00 Main -
EC
-2437
507.88

1.01 0.035
Q200

0.035
Q50

0.035
Q100

0.035
Q200

0.035
Q50

0.035
27200.00 1012.77 0.002127
19300.00 1011.54 0.001926
22300.00 1009.15 0.011375
27200.00 1009.71 0.010932
19300.00 1008.76 0.011961

7.13 3814.61
3814.61

6.11 3157.72
3157.72

11.17 1995.54
1995.54

11.91 2284.27
2284.27

10.74 1797.13
1797.13

0 0
HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = 3430
Legend
1 .....................
1 EG Q100
1 WS Q100
..........................
1 Crit Q100
Z
1 Groundo
Ineff
> 1
•
_0
w 1
Bank Sta
1 1
�, 1
100 200 300 400 500 0
Station (ft)
HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = 2700
100 200 300 400 500 60
Station (ft)
Legend
1040
.....................

EG Q100
1035
WS Q100
..........................
1030
Crit Q100
Z
JiF
t
Ground
c
°
1025
i
Ineff
>
•
w
1020
Bank Sta
1015
1010
0 0
HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = 3069
100 200 300 400 500 600
Station (ft)
HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = 2540
100 200 300 400 500 600
Station (ft)
Legend
.....................

EG Q100
WS Q100
Crit Q100
t
Ground
i
Ineff
•
Bank Sta
Legend
.....................

EG Q100
WS Q100
Crit Q100
t
Ground
i
Ineff
•
Bank Sta

HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = 2399
HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = 2343 BR Winchester Road Winchester Road 1050
Legend
1050
Legend
.....................

EG Q100
---------------------
EG Q100
5 5
1040
1040
WS Q100
WS Q100
Z 1035
..........................

Crit Q100
Z 1035
..........................

Crit Q100
c
° 1030
c
° 1030T
t
Ground
t
Ground
Ineff
Ineff•
w 1025
•
w 1025 -
------- - ----------- ---------
Bank Sta
Bank Sta
1020
.............................+..........
1020
1015 1015
10101 1010
0 100 200 300 400 500 600 0 160 200 300 400 500 600
Station (ft) Station (ft)
HEC-RAS Model Plan: Ex Conditions HEC-RAS Model Plan: Ex Conditions Geom: Ex-Cond
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = 2343 BR Winchester Road Winchester Road River = Murrieta Creek Reach = Main - EC RS = 2295 .042 �� .035 '� .042 .042 .035 '� .042
1060
Legend
1060
Legend
.....................

EG Q100
---------------------
EG Q100
1050
1050
WS Q100
WS Q100
Z 1040
..........................

Crit Q100
1040
..........................

Crit Q100
t
Ground
t
Ground
c
c
,Z6
°' 1030
A
;
2 1030
Ineff
Ineff
w
w
•
--------
--------
Bank• Sta
.............................................

Bank Sta
1020.......... ............. .................. ................ .+..... 1020............................................................... ,...... 1010 1010
0 100 200 300 400 500 600 0 100 200 300 400 500 600
Station (ft) Station (ft)

HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = 2022
� 1
c
0 w
1 1uiU-= i
0 100 200 300 400 500 60
Station (ft)
HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = 1265
1030-1 .042 �� .035 .042
1010+-
-200
Legend
1035
....................

EG Q100
1030
WS Q100
..........................

Crit Q100
t
1025
Ground
c
2 Ineff
1020
•
w
Bank Sta
1015
1010
0 0
Legend
1035
.....................

EG Q100
1030
WS Q100
..........................

Crit Q100
t
1025
Ground
c
g
i
>
Ineff
1020
•
w
Bank Sta
1015
1010
0 200 400 600 800 1000 -200
Station (ft)
HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = 1737
100 200 300 400 500 600
Station (ft)
HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = 1130
.042 �� .035 .042
Legend
.....................

EG Q100
WS Q100
..........................

Crit Q100
t
Ground
i
Ineff
•
Bank Sta
Legend
.....................

EG Q100
WS Q100
..........................

Crit Q100
t
Ground
i
Ineff
•
Bank Sta
0 200 400 600 800 1000
Station (ft)

1035
1030
1025
c
1020
w 1015
1010
1005
-200
HEC-RAS Model
Plan: Ex Conditions
Geom: Ex-Cond
River = Murrieta Creek Reach
= Main - EC RS = 1000
.042 ��
.035 .042
Legend
1 ---------------------
EG Q100
WS Q100
1 00
..........................

Crit Q100
Z
t
Ground
C
g 1
...............................

Ineff
>
N
w
...................

Bank Sta
1 HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = 954 Bridge Location Future Bridge Location .042 AAL � .035 .042
Legend
.....................

EG Q100
WS Q100
..........................

Crit Q100
---------------------------
0 Ground
i
Ineff
............................

Bank Sta
'w
1010
0 200 400 600 800 1000
-200
0 200 400 600 800 1000
Station (ft)
Station (ft)
HEC-RAS Model Plan: Ex Conditions
HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = 912
River = Murrieta Creek Reach = Main - EC RS = 642
.042 �� .035 .042
.042 �� .035 �� .042
Legend
1028
Legend
EG Q100
EG Q100
1024
WS Q100
WS Q100
1022
.........................

Crit Q100
1020
Crit Q100
..............................
..

Ground
1018
Ground
m
>
0 1016
.... ) +.........................................

A
17ff
7ff
Lij
Bank Sta
1014
Bank Sta
1012
1010
1008
0 200 400 600 800 1000 -400 -200
Station (ft)
0 200 400 600 800
Station (ft)

HEC-RAS Model Plan: Ex Conditions
HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = 343
River = Murrieta Creek Reach = Main - EC RS = -16
— .042 �� .035 .042
1026 0
.035 nl " .042
Legend
Legend
---------------------
1024 2
.....................

EG Q100
EG Q100
1022
WS Q100
WS Q100
-----------------------------------------------
1020
Crit Q100_
Crit Q100
+,,,,,,....

Ground
1018
------------------------------------------------------------------------- Ground
I eff
0 1016
I eff
•
w
1014
•
Bank Sta
Bank Sta
1012
1010
1008
200 400 600 800 1000
0 100 200 300 400 500 600
Station (ft)
Station (ft)
HEC-RAS Model Plan: Ex Conditions
HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = -417
035 IT,.042
River = Murrieta Creek Reach = Main - EC RS = -966
035 '� .042
1026
4 Legend
1022
4 Legend
1024
1020
---------------------
---------------------
EG Q100
EG Q100
1022
1018
WS Q100
WS Q100
1020
.............�............
1016
..........................

Z 1018
Crit Q100
Z
Crit Q100
C
o 1014
Ground
A
Ground
1016
@
0 1014
@
� 1012
Ineff
Ineff
W.................................................................................. •
w 1010
•
1012
Bank Sta
Bank Sta
1010 1008
1008 1006
1006 1004
0 100 200 300 400 500 600 700 0 100 200 300 400 500 600 700 Station (ft) Station (ft)

HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = -1415 Via Montezuma Via Montezuma HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = -1451 Via Montezuma Via Montezuma Legend
1 ....................

EG Q100
1 WS Q100
..........................

Crit Q100
t
Z 1
Ground
c
g
Ineff
1 •
w
Bank Sta
100 200 300 400 500
Station (ft)
HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = -2068
0 1004
0 100 200 300 400 500
Station (ft)
HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
River = Murrieta Creek Reach = Main - EC RS = -2437
1020
0 4
Legend
1 .....................
1018
2 EG Q100
1016
1 WS Q100
1014
..........................
iqu
Crit Q100
Z 1
c 1012
c
Ground
g
g
0 1010
01 i
CU
� 1
Ineff
w 1008
•
w
Bank Sta
1006
1004
1002
0 100 200 300 400 500 600 700 800
Station (ft)
1 1000
0 100 200 300 400 500 600 700 800
Station (ft)
Legend
..............

EG Q100
WS Q100
..........................

Crit Q100
t
Ground
i
Ineff
•
Bank Sta
Legend
.....................

EG Q100
WS Q100
Crit Q100
t
Ground
i
Ineff
•
Bank Sta

HEC-RAS Model Plan: Ex Conditions
Geom: Ex-Cond
Murrieta Creek Main - EC
a�
1035
Legend
.......... A...........

EG Q200
-----------------------
EG Q100
1030
EG Q50
WS Q200
r 'r
Crit Q200
WS Q100
1025
: •...
; , .. �..:
...........................

Crit Q100
.- -''
. ...
�........

WS Q50
.......... ..........

Crit Q50
'
1020
k: k
,:
: .�............
. ,............

Ground
g�...:
- : *.....

LU
;........
1015
---------------
..........
1010
f
Y...... +...
*•"
...
1005
1000
-3000
-2000
-1000 0 1000
2000
3000
4000
Main Channel Distance (ft)

iV
LEGEND
O

BANK STATION

HEC-RAS CROSS SECTIONS

INEFFECTIVE FLOW
AREA

HEC-RAS RIVER REACH
100 YEAR INUNDATION

BOUNDARY

BOUNDARY OF SURVEY

SUMMARY TABLE FOR EXISTING CONDITIONS

HEC-FZAS
Plan: Ex
Conditions River: Murriet, Creek
Reach: Main - EC Profile:

II
Ready River Sta
Profile
Q Total W.S. E]ev E.G. 51ope Vel Chn1 Area Now Area Top Width Rode # Chi Manr (ds) (ft) (WfU
Cft(s) (s9 ft) Cs9 ft)
(ft)
Main - EC 3430
Q300
2230.0:001 1027.71 0.003944

10.71 2210.05 2081, 55
357.94
_

0.66 Main - EC 3069
Q100
223t]0,00 1025.35 0.005624
12,44 1812,40 179190
273.25

0.77 Main - EC 2700
Q100
22300.00 1025.32 0.001845

7.46 2988.92 2988.92.
353.32

0.45 Main - EC 25Q
Q300
22300.00 1024.66 0.0024911

8.62 2586.97 2586.92
307.27
332
Main -EC 2399
Q300
moo. 00 1024,41 0.002112

8.25 2704.36 2704.36
29].28

0.48. Main -EC 2343 Winchester Road
Bridge
Main -EC 2295
Q100
22300.00 1023.fi3' 0.002�7fi
259552 2545.52
293.27

0.52 Main - EC 2022
Q100
22300.00 1022.64 0.003219

9.47 2489, 63 2355, 81
401.55

0.59 r
Main - EC 1737
Q100
22300.00 1021.98 0.002573

8.67 2731,69 2571, 28
432.09

0.52 Main - EC 1265
Q100
22300.00 1020.90 0.0023Z3

8.25 Z70230 270230
330.40

0.51 Main - EC 1130
Q100
=00.00 1020.52 0.0023911

8.44 1643, 54 2643,54
319.97

0.52 Main - EC 1000
Q100
22300.00 1020.04 0.002671

8.92 Z998, 60 298, 60
300.43

0.55 Main - EC 954 Bridge L-b.n
Q300
22300.00 1019.71 0.003265

9.44 2362.04 2362.04
305.07

0.60 Main -EC 912
Q100
22300.00 1019.50 0.003238

9.68 2303, 09 2303,09
232.98

0.60 Main - EC 642
Q100
22300.00_1019.01 0.002497

7.67 2907, 17 2907.17
417.14

0.51 Main - EC 343
Q100
22300.00 1017.57 0.004126

9.39 2399, 69 2374.83
443.08

0.65 Main - EC -16
Q300
22300.00 1016.52 0003071

8.23 2709,90 2709.90
409.65

0.56 Main - EC q17
Q100
22300.00 1015.54 0.002493

7.51 2967.81 2967.61
141.66

0.51 Main - EC -966
Q300
22300.00 1013.00 0.005106

9.69 2301.96 2301,96
398.86

0.71 Main - EC -1415 Via Montezuma
Q300
22300.00 1012.05 0.000973
9,98 2233, 97 2233, 97
345.75
0,69
Main - EC -1451 Via Montezuma
Q100
Z2300,00 1012,46 0.000603

7.71 2399,33 2894,41
476.51
0,54
Main - EC -2068
Q100
22300.00 10]2.02 0.002010

6.53 3413.fifi 3913.66'�
530.11

0.45 Main - EC -2437
QI00
22300.00 3009.151 0.0113T1

11. 17, 1995.541 1995. 54�1
511.S211.00
O
a.

Z437
0 500 1000
Feet
ZE T� b`�F1q
Call: TOLL FREE
1-800
(UN
m AA 1861 West Redlands Blvd.

Redlands, CA 92373
tculbumN
422-4133
P:909.890.1255
F:909.890.0995

TWO WORKING DAYS BEFORE YOU DIG
Engineering Resources of Soulhem Califon,
CONSTRUC71ON RECORD
DATE
BY

REVISIONS
A00'D
DATE

BENCH MARK
SCALE
SEAL'
Designed By
Drawn By Chec*ed By
/�1TV /�C TC CN �� A
C EMGWLI'1
Drawing No.

MW9? TOE COl'wI7T FLU CONTROL
RECOMMENDED BY: DATE:
1 �/r- 1 DEPARTMENT OF PUBLIC WORKS
DNhecEor
MA NA Zf0J2O AN 1/`1" t Ml a
Horizontal
Plans
Prepared Under Supervision Of

NNO ABAD, ASSOCIATE ENGINEER
BY. DATE
'r �p�y pp�y��
�7"E 1�
WM -I
AND 3f': waenf WALL, aawf
B"AlIft 1028.38 (NAWBB)
Date

ACCEPTED

PATRICK A THOMAS
CRM ^f�
RVE
AT V�eQILIVV LIfYeG
Vr6od

STEVEN LATINO, PE
DIRECTOR OF PUBLIC WORKS/bW ENGINEER
L. ID
R.C.E. No. xxxxx
�� xx-xx-xx
R.C.E. NO 44223 E Na 06-30-2019
IX�M O �vWOM MW
Sheet 1 of 2

HEC-RAS HEC-RAS 5.0.7 March 2019
U.S. Army Corps of Engineers
Hydrologic Engineering Center
609 Second Street
Davis, California

X X XXXXXX XXXX XXXX XX XXXX

X X X X X X X X X X

X X X X X X X X X

XXXXXXX XXXX X XXX XXXX XXXXXX XXXX

X X X X X X X X X

X X X X X X X X X X

X X XXXXXX XXXX X X X X XXXXX

PROJECT DATA
Project Title: HEC-RAS Model
Project File : 19009001_Murrieta Creek.prj
Run Date and Time: 6/2/2020 8:04:17 AM
Project in English units
Project Description:

CRS Info=

PLAN DATA
Plan Title: Proposed Bridge
Plan File : T:\Projects\19009001 -Temecula - Murrieta Creek Bridge at Overland Dr\DESIGN\REPORTS & STUDIES\HYDROLOGY\Hydrologic & Hydraulic Analysis Report\Geo Hec Ras\19009001_Murrieta Creek.prl Geometry Title: Pr Bridge
Geometry File : T:\Projects\19009001 -Temecula - Murrieta Creek Bridge at Overland Dr\DESIGN\REPORTS & STUDIES\HYDROLOGY\Hydrologic & Hydraulic Analysis Report\Geo Hec Ras\19009001_Murrieta Creek.g04 Flow Title Flood Design
Flow File T:\Projects\19009001 -Temecula - Murrieta Creek Bridge at Overland Dr\DESIGN\REPORTS & STUDIES\HYDROLOGY\Hydrologic & Hydraulic Analysis Report\Geo Hec Ras\19009001_Murrieta Creek.f01 Plan Description:

Murrieta Creek in Proposed water crossing at Overland Drive Plan Summary Information:

Number of: Cross Sections = 21
Multiple Openings =
Culverts = 0
Inline Structures =
Bridges = 2
Lateral Structures =
Computational Information
Water surface calculation tolerance
= 0.01
Critical depth calculation tolerance
= 0.01
Maximum number of iterations
= 20
Maximum difference tolerance
= 0.33
Flow tolerance factor
= 0.001

Computation Options
Critical depth computed only where necessary
Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance
Computational Flow Regime: Mixed Flow

FLOW DATA
Flow Title: Flood Design
Flow File : T:\Projects\19009001 -Temecula - Murrieta Creek Bridge at Overland Dr\DESIGN\REPORTS & STUDIES\HYDROLOGY\Hydrologic & Hydraulic Analysis Report\Geo Hec Ras\19009001_Murrieta Creek.f01 Flow Data (cfs)
River Reach RS Q100 Q200 Q50
Murrieta Creek Main - EC 3430 22300 27200 19300
Boundary Conditions
River
Reach
Profile
Upstream
Downstream
Murrieta Creek
Main - EC
Q100
Critical
Critical
Murrieta Creek
Main - EC
Q200
Critical
Critical
Murrieta Creek
Main - EC
Q50
Critical
Critical

GEOMETRY DATA
Geometry Title: Pr Bridge
Geometry File : T:\Projects\19009001 -Temecula - Murrieta Creek Bridge at Overland Dr\DESIGN\REPORTS & STUDIES\HYDROLOGY\Hydrologic & Hydraulic Analysis Report\Geo Hec Ras\19009001_Murrieta Creek.g04

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: 3430
INPUT
Description:

Station Elevation Data num= 178
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 1027.96 2.84 1027.96 6.07 1028.25 8.57 1028.8 11.66 1028.88

14.68 1029 18.56 1029.83 20.8 1029.83 26.61 1029.92 27.71 1029.93

36.93 1029.96 38.2 1029.57 39.13 1029.43 40.72 1029 42.22 1028.13

46.23 1028.13 48.06 1028.09 48.83 1028 55.72 1026.94 56.1 1027

56.63 1027 57.94 1026.83 59.81 1026.58 63.23 1026.59 64 1026.6

74.7 1026.18 75.19 1026.18 76.06 1026.16 76.46 1026.01 87.28 1026

89.31 1024.19 89.55 1024 90.95 1023.15 91.29 1022.6 93.62 1021.69

95.06 1020.92 96.28 1020.73 97.3 1020.45 98.26 1019.58 99.65 1018.97

99.73 1019.03 100.35 1019.02 104.88 1018.17 109.54 1018 109.85 1018 110.71 1017.77 113.34 1017.7 114.42 1017.65 115.28 1016.68 118.05 1016.44 120.32 1016.44 125.04 1016.44 125.81 1016.44 126.71 1016.32 130.38 1016.64 131.88 1016.89 133.48 1017.05 133.89 1017.27 135.82 1017.19 139.2 1017.07 140.19 1017.06 140.62 1017.34 140.98 1017.06 141.19 1017.38 142.14 1017.42 143.09 1017.27 147.15 1017.27 148.34 1017.48 149.37 1017.48 149.99 1017.48 152.8 1017.45 153.45 1017.35 155.02 1017.07 155.32 1017.02 155.53 1017 155.82 1016.88 156.64 1016.85 157.09 1016.85 163.03 1016.92 163.19 1016.85 164.28 1016.85 164.69 1017 165.57 1017.04 165.8 1017.03 166.07 1017.03 166.99 1017.07 169.28 1017.08 171.39 1017.07 172.51 1017.05 173.67 1017.05 175.26 1017 176.84 1016.85 177.56 1016.89 178.21 1016.98 179.16 1017.06 180.88 1017.16 182.1 1017.13 184.18 1017.2 186.47 1017.33 191.53 1017.14 191.63 1017.14 195.47 1017.15 196.24 1017.17 197.38 1017.24 200.1 1017.23 201.19 1017.26 202.12 1017.27 203.33 1017.56 204.22 1017.55 205.58 1017.48 205.74 1017.48 208.17 1017.48 211.62 1017.54 213.01 1017.56 215.44 1017.67 216.52 1017.83 217.46 1018.16 217.79 1018.17 218.06 1018.11 218.79 1018.11 219.01 1018 221.57 1017.48 223.57 1017.53 224.8 1017.63 230.13 1017.64 238.26 1017.48 240.81 1017.54 244.58 1017.63 246.16 1017.66 246.48 1017.66 249.23 1017.48 252.05 1017.48 252.69 1016.69 256.03 1016.54 256.59 1016.51 257.15 1016.45 270.66 1016.97 270.76 1017.02 277.56 1019.21 280.09 1019.48

280.64 1019.48 282.64 1020.71 283.38 1021 284.04 1021 284.15 1021.27 284.59 1021.42 284.98 1021.75 286.1 1021.87 286.89 1022.31 288.74 1023.71 291.13 1024 293.75 1024.61 295.06 1025.32 296.12 1025.31 296.65 1025.18 297.61 1025.18 298.39 1026 301.37 1027 301.67 1027 302.26 1028 305.15 1028 305.58 1028.18 305.93 1028.18 324.08 1029.4 324.94 1029.46 326.85 1029.52 327.88 1028.55 329.27 1028.58 331.95 1028.52 333.39 1028 335.76 1027.67 337.03 1027.59 353.43 1026.57 384.91 1026.67 409.21 1026.2 415.29 1026.08 421.3 1026.11 441.98 1026.11
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .042 36.93 .035 324.08 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.

36.93 324.08 360.57 360.57 360.57 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
0 34.39 1033.2 F
330.56 441.98 1034.68 F

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: 3069
INPUT
Description:

Station Elevation Data num= 186
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 1025.83 24.86 1025.83 27.17 1025.83 28.86 1026.07 30.65 1026.07

33.1 1025.96 35.79 1025.96 46.4 1025.53 51.43 1025.42 57.01 1025.32

66.4 1025.51 75.04 1025.71 75.49 1025.74 79.87 1025.8 88.64 1025.98

89.08 1026 89.22 1026.01 89.52 1026.05 90.3 1026.09 91.71 1026

91.8 1026 91.87 1026.09 92.18 1026.33 94.86 1026.33 95.38 1026.33 108.66 1026.4 112.49 1026.6 117.97 1026.46 118.89 1026 120.11 1025.4 120.88 1025 122.16 1025 122.84 1024 123.33 1024 123.4 1023.73 124.67 1023.7 124.73 1023.03 125.31 1023 126.21 1023 126.59 1021.54 127.7 1021.22 128.02 1021.23 128.51 1021.15 128.56 1021.02 129.1 1021 129.3 1021 129.4 1021 130.96 1020.36 131.44 1019.81 133.4 1019.67 134.14 1019.57 134.54 1018.25 136.64 1018.04 137.4 1018 137.91 1017.7 139.91 1016.94 140.44 1016.53 141.16 1016.51 141.28 1016.64 142.69 1016.64 142.77 1015.98 146.05 1015 146.3 1015 146.81 1014.91 147.65 1014.91 171.68 1014.91 171.82 1015.39 172.01 1015.39 173.31 1015 175.66 1016.29 176.78 1016.64 178.01 1016.64 180.08 1016.64 182.13 1017.03 182.48 1017.06 182.85 1017.06 187.36 1017.26 188.07 1017.27 193.64 1017.27 193.8 1017.07 196.44 1017.27 198.22 1017.4 198.43 1017.69 198.7 1017.68 209.17 1017.49 209.54 1017.5 212.5 1017.69 213.41 1017.64 217.7 1017.41 219.4 1017.12 220.67 1017.01 220.72 1017 221.73 1017 222.26 1016.85 229.23 1016.85 229.7 1016.85 233.45 1017 233.59 1017.08 235.02 1017.06 237.31 1017.06 242.56 1017.2 246.23 1017.12 247.19 1017.09 248.98 1016.85 249.73 1016.85 250.57 1016.84 259.96 1016.65 260.27 1016.64 262.95 1016.3 265.06 1016.03 265.28 1016 268.5 1016.1 269.11 1016.11 271.78 1015.76 274.76 1016.02 276.61 1016.12 277.57 1016.34 291.41 1016.43 291.98 1016.43 302.38 1016.43 303.08 1016.43 303.48 1016.43 319.74 1016.56 320.24 1016.83 320.69 1016.83 322.44 1017.66 325.82 1019.11 328.06 1019.25 328.44 1019.93 328.58 1019.93 329.47 1020 330.92 1020.8 331.73 1021.23 333.01 1021.31 335.85 1022 335.95 1022.03 338.69 1023 339.12 1023.16 341.24 1023.26 341.51 1024.02 344.19 1026 344.27 1026 346.62 1026.02 349.17 1026.96 349.21 1027 349.31 1027 349.62 1027.28 349.92 1027.28 350.08 1027 350.26 1027 350.89 1027.28 351.35 1027.28 352.54 1027.28 352.73 1027.28 352.92 1027.28 357.77 1027.86 358.01 1028 358.28 1028.07 362.15 1028.05 372.74 1028.05 373.06 1028.03 373.23 1028.01 379.76 1028 379.93 1027.58 380.39 1027.48 381.18 1027.47 398.61 1027.18 398.83 1027.46 399.72 1027.46 401.04 1027.24 409.33 1027.01 409.43 1027 409.77 1027 409.97 1027 410.27 1026.87 417.2 1026.78 419.15 1026.75 431.52 1026 432.69 1026 461.64 1025.5 477.14 1025.11 479.07 1025.08 488.98 1024.79 508.53 1024.81 515.06 1024.94 515.09 1024.94
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .042 112.49 .035 362.15 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 112.49 362.15 368.55 368.55 368.55 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent

0 104.79 1030.75
366.55 515.09 1031.44

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: 2700
INPUT
Description:

Station Elevation Data num= 237
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 1029.13 .14 1029.13 4.23 1029.07 5 1029.01 10.32 1028.86

11.83 1028.81 12.69 1028.78 18.51 1028.71 19.17 1028.12 19.32 1028

20.19 1028.17 20.61 1028.18 22.13 1025.83 23.25 1024.11 24.92 1024.04

25.12 1024.12 25.26 1024 26.92 1023 27.7 1022.57 28.72 1021.48

29.69 1021.05 30.42 1021.04 31.76 1020 32.14 1019.14 33.62 1019.09

33.77 1019 33.96 1019 35.44 1018 35.73 1017.82 37.08 1016.86

37.84 1016.87 38.1 1016.55 40.08 1016.39 42.59 1016.43 44.76 1016.87

45.39 1017.16 45.66 1017.16 46.95 1017.18 51.88 1017.2 57.88 1017.27

66.75 1017.18 75.9 1017.01 76.25 1017.3 84.95 1017.3 88.66 1017.3

88.74 1017.3 88.83 1017.3 94.98 1017.08 95.2 1017.06 95.42 1017.01

95.56 1017.08 98.54 1016.84 101.41 1016.4 102.21 1016.4 105.16 1016.4 105.41 1016.4 106.03 1016.44 107.64 1016.54 108.83 1016.57 109.25 1016.62 110.41 1016.85 115.25 1016.96 117.16 1016.99 118.51 1017 122.34 1017.06 126.95 1017.06 131.55 1017.04 131.89 1017.06 131.94 1017.06 132.23 1017.06 134.02 1017.03 136.51 1016.85 139.01 1017 141.51 1017 141.9 1017 143.02 1017.06 143.11 1017.1 143.4 1017.09 144.47 1017 147.78 1017 151.77 1017.01 153.37 1017.01 159.53 1017.03 163.51 1017.06 163.76 1017.06 164.07 1017.03 165.32 1016.87 166.73 1016.64 167.37 1016.64 167.56 1016.68 167.65 1016.71 168.21 1016.99 169.33 1016.99 169.67 1016.98 170.77 1016.97 173.24 1016.85 174.73 1016.85 176.11 1016.64 177.85 1016.76 178.84 1016.98 180.93 1017.01 182.25 1016.96 183.07 1016.97 183.65 1016.85 184.94 1016.85 188.61 1016.85 192.34 1016.82 193.81 1016.8 196.69 1016.67 199.92 1016.54 202.35 1016.43 207.39 1016.43 214.26 1016.43 215.27 1016.01 215.77 1016.01 219.24 1016.31 220.57 1016.05 221.16 1016 221.41 1015.97 224.07 1015.67 224.36 1015.61 224.55 1016.08 224.74 1016.08 225.07 1016.09 225.45 1015.65 225.64 1015.63 230.59 1015.77 231.28 1015.85 233.56 1015.89 238.41 1015.99 238.78 1016 238.97 1016.01 239.06 1016.01 239.22 1016.01 240.6 1016.01 240.64 1016 241 1016 250.37 1016 251.13 1016 251.52 1016 252.97 1016 254.16 1016 259.98 1015.99 261.48 1015.99 263.2 1016 267.88 1016 269.9 1016 270.13 1016 270.68 1016.01 271.96 1016.01 275.58 1015.97 295.22 1015.58 299.17 1015.39 299.25 1015.38 302.89 1015.45 313.41 1015.64 314.56 1015.69 321.28 1015.58 323.93 1015.06 325.77 1015 328.14 1015 331.75 1014.69 336.51 1014.54 343.17 1014.83 347.19 1015.58 348.69 1016.52 350.57 1017 352.3 1017 352.87 1017.33 353.51 1017.71 358.67 1019 361.04 1019.06 362.12 1020 362.4 1020 364.14 1021 366.01 1021 367.59 1021 369.55 1022.13 370.01 1022.14 370.04 1022.53 370.79 1023 371.7 1023 373.21 1023.78 375.06 1024.3 375.44 1025.24 377.07 1025.63 377.24 1025.63 378.57 1026 379.06 1027 380.5 1027.79 380.88 1028 381.28 1028.93 382.87 1028.93 382.96 1028.95 383.19 1029 384.08 1029 384.41 1029.19 385.06 1029.26 398.9 1029.24 399.84 1029.24 401.26 1029.23 403.45 1029.5 404.26 1029.51 407.47 1029.68 407.71 1029.52 413.47 1029.09 413.56 1029.18 413.73 1029.17 415.56 1029.01 415.59 1029 416.02 1029 419.62 1028.91 435.31 1028.22 441.66 1027.98 446.23 1027.86 446.78 1027.83 446.91 1027.83 447.07 1027.83 447.31 1027.83 447.91 1027.7 448.84 1027.69 467.31 1027.41 471.93 1027.28 475.22 1027.31 476.71 1027.25 480.48 1027.1 481.05 1026.99 481.16 1027.01 485.66 1026.93 487.11 1026.81 487.85 1026.79 488.29 1026.77 498.29 1026 498.48 1026 509.2 1026.24 512.25 1026.31 512.86 1026.31
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .042 11.83 .035 399.84 .042
Bank Sta: Left Right

11.83 399.84
Ineffective Flow num=
Sta L Sta R Elev
0 9.83 1036.11
404.34 512.86 1037.18

CROSS SECTION
Lengths: Left Channel Right
161.15 161.15 161.15
2 Permanent
F
F
Coeff Contr. Expan.
.1 .3
RIVER: Murrieta Creek

REACH: Main - EC RS: 2540
INPUT
Description:

Station Elevation Data num= 177
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 1027.4 64.26 1027.45 72.65 1028 75.81 1028.85 75.96 1028.85

78.08 1028.86 79.61 1028.82 88.99 1028.62 96.92 1028 98.21 1027.39

98.69 1027.39 98.94 1027.6 101.81 1027.6 107.28 1021 107.69 1021 107.75 1021 108.96 1020.02 111.31 1018.99 112.47 1018.24 112.86 1018 113.48 1017 114.58 1016 115.45 1016 117.38 1015.63 127.91 1016 131.17 1016.01 136.33 1016.04 141.88 1016.04 142.88 1015.99 143.1 1015.98 144.69 1015.98 146.93 1016.01 148.73 1016.01 155.85 1016.17 156.24 1016.22 156.32 1016.22 157.87 1016 159.76 1015.83 160.78 1016.03 162.33 1016.03 163.12 1016.21 165.07 1016.22 165.13 1016.22 165.31 1016.22 168.26 1016.09 174.03 1015.68 185.91 1015.86 192.96 1016 194.46 1016.01 199.31 1016.32 205.07 1016.43 205.79 1016.43 210.28 1016.43 217.07 1016.39 217.93 1016.45 221.08 1016.42 225.97 1016.52 226.26 1016.53 226.79 1016.43 227.06 1016.41 228.26 1016.43 239.03 1016.43 240.58 1016.43 242.2 1016.43 244.61 1016.04 245.01 1016 245.47 1016 246.06 1016 247.28 1016.31 250.77 1016.41 252.77 1016.41 254.32 1016.41 255.68 1016.46 258.17 1016.36 260.31 1016.4 262.05 1016.47 264.66 1016.34 265.87 1016.22 267.39 1016.38 267.45 1016.39 267.49 1016 268.26 1015.8 268.54 1015.8 269.01 1015.86 270.99 1015.77 271.82 1015.77 273.72 1015.9 276.35 1015.79 281.52 1015.75 301.04 1015.5 304.31 1015.77 305.37 1015.73 310.97 1015.38 314.26 1015.38 315.47 1015.13 315.76 1015.05 316.04 1015 317.21 1015 335.18 1014.97 335.37 1015 336.13 1015.17 336.42 1015.03 336.51 1015.17 337.04 1015.17 345.18 1015.18 347.16 1015 347.89 1015 349.16 1015 353.22 1015.05 353.7 1015.06 356.29 1014.67 358.13 1014.12 361.89 1014.12 367.26 1014.22 367.62 1014.29 368.3 1014.27 369.25 1014.2 372.67 1014.05 373.47 1014.02 374.54 1014.01 375.2 1014 377.02 1014.14 382.29 1014.92 384.58 1015.33 386.88 1016.2 387.56 1016.55 389.98 1016.73 391.96 1017.74 392.66 1018.41 393.82 1018.43 395.22 1019.01 395.55 1019.54 397.34 1019.14 397.54 1020 398.09 1021 400.02 1021 401.13 1022 402.54 1022 402.91 1022 405.27 1022.55 406.08 1023 407.2 1023.69 408.15 1024.2 408.78 1024.34 411.18 1024.51 412.29 1025 413.2 1025.53 414.78 1026.82 415.13 1027.81 416.92 1027.93 419.23 1029 419.45 1029 419.59 1029.28 421.84 1029.22 422.71 1029.22 433.37 1029.29 438.19 1029.32 439.01 1029.31 439.87 1029.29 440.37 1029.27 444.75 1029.13 448.13 1029.05 448.72 1028.98 450.92 1028.9 451.75 1028.76 455.08 1028.74 463.87 1028.45 465.47 1028.44 470 1028.33 477.86 1028.28 483 1028.27 507.17 1027.56 532.89 1027.28 532.92 1027 541.46 1026.77 553.24 1026.95 555.53 1026.99
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .042 88.99 .035 422.71 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.

88.99 422.71 141.07 141.07 141.07 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
0 80.45 1038.47 F
426.35 555.53 1039.09 F

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: 2399
INPUT
Description:

Station Elevation Data num= 261
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 1029.02 .23 1028.98 22.55 1029.59 23.49 1029.5 29.83 1029.6

33.36 1029.58 33.69 1029.59 33.73 1029.58 33.77 1029.58 33.91 1029.57

41.61 1029.17 41.98 1029.29 42.25 1029.26 43.21 1029.26 49.37 1029.6

61.96 1029.33 67.52 1029.59 75.64 1029.59 77.95 1029.5 78.56 1029.59

78.95 1029.59 80.71 1029.57 101.89 1029.93 102.08 1029.93 102.59 1029.93 104.77 1029.9 115.26 1030.79 116.8 1030.25 119.69 1029.24 120.83 1029.24 122.96 1029.24 123.62 1029.24 125.75 1029.48 131.99 1029.18 134.02 1029.03 134.12 1029.36 134.22 1029.36 134.97 1029.19 136.87 1029.18 137.5 1027.61 138.31 1027 139.14 1027 139.63 1026.37 140.72 1025.17 140.93 1025.04 142.25 1024.17 142.51 1024 143.94 1023.76 144.07 1023.76 144.97 1022 145.6 1022 146 1022.41 147.06 1022.4 147.86 1020.45 151.62 1018.31 152.19 1017.66 153.31 1018.1 153.87 1018.08 155.01 1016 155.51 1015.7 156.52 1015 156.7 1015 157.89 1014.55 160.65 1014.3 163.52 1014.3

166.77 1014.99 166.91 1015 168.47 1015 169.73 1015.04 174.96 1015.24 175.49 1015.26 175.61 1015.29 176.63 1015.35 177.29 1015.35 187.57 1015.35 197.06 1015.35 197.74 1015.35 198.81 1015 199.84 1015 202.28 1015.05 204.27 1015.14 206 1015.01 207.5 1015.52 216.13 1015.39 218.13 1015.35 218.67 1015.35 218.89 1015.35 219.07 1015.35 219.55 1015.35 223.49 1015.19 228.85 1015 228.9 1015 228.92 1015 229.7 1015.71 233.05 1015.7 237.76 1015.79 241.62 1015.89 244.67 1015.89 244.7 1015.77 247.2 1015.32 249.06 1014.98 249.27 1014.62 250.97 1014.62 253.39 1014.62 254.25 1014.62 255.42 1014.53 257.59 1014.61 258.02 1014.6 259.06 1015.71 259.56 1015.71 260.91 1015.28 262.15 1015.71 273.22 1015.95 279.3 1015.93 280.1 1015.93 283.81 1015.57 286.47 1015.56 289.48 1015.25 296.41 1015.17 296.49 1015.17 296.58 1015.17 299.33 1015.29 300.84 1015 303.68 1015 305.77 1014.84 306.25 1014.84 310.77 1014.76 310.94 1014.54 318.89 1014.44 320.47 1014.44 320.83 1014.04 321 1014.07 321.12 1014.06 321.59 1013.96 322.47 1013.81 322.87 1013.86 323.17 1014.57 323.53 1013.81 324.05 1013.83 325.26 1013.87 326.29 1014.12 327.45 1014.26 329.05 1014.26 332.89 1014.22 335.16 1014.18 336.4 1014.19 339.61 1014.08 340.84 1014.34 341.17 1014.26 341.57 1014.26 343.27 1014.43 344.09 1014.43 344.2 1014.3 346.26 1014.52 346.72 1015.18 347.19 1015.35 351.46 1015.35 352.76 1015.36 356.6 1015.14 359.12 1015.09 360.97 1014.88 361.06 1014.87 361.13 1014.88 361.24 1014.66 363.03 1014.4 363.29 1014 365.04 1014 365.89 1014.02 366.1 1014.06 366.93 1013.98 370.65 1013.68 374.41 1013.9 374.54 1013.9 374.82 1014 375.76 1014 375.92 1014 376.04 1013.81 379.33 1013.53 380.89 1013.37 383.7 1013.37 387.15 1013.37 389.22 1013.45 389.96 1013.48 393.61 1013.89 396.28 1013.89 406.93 1013.89 412.86 1013.98 414.09 1013.98 414.81 1014.01 418.93 1014.02 421.31 1014.08 421.99 1015 423.69 1015.51 424.89 1015.85 425.76 1016.29 426.38 1016.29 427.7 1017.96 428.17 1017.96 429.18 1017.31 429.37 1017.8 429.53 1018.07 429.84 1018 430.81 1018.63 431.36 1019.35 432.31 1019.41 432.88 1019.63 433.78 1020 435.91 1021.58 436.87 1022 437.43 1023.41 439.86 1024.8 440.12 1024.8 440.35 1025.83 441.23 1025.85 442.61 1027 442.78 1027.68 444.57 1027.55 445.42 1027.81 445.98 1028 447.93 1028.64 449.04 1029 453.28 1029.26 454.22 1029.45 459.09 1029.67 461.93 1029.67 468.98 1029.67 474.81 1029.65 483.23 1029.2 493.97 1029 497.21 1029 498.15 1028.98 498.65 1028.98 499.98 1028.97 502.45 1028.97 507.32 1029.13 511.95 1029.1 521.3 1028.72 522.22 1028.48 529.56 1028.43 537.05 1028.04 539.33 1028.03 540.17 1028.04 540.36 1028 540.72 1028 540.97 1028 543.29 1028 544.09 1027.92 544.36 1027.91 552.82 1027.6 559.36 1027.6 559.55 1027.6 567.27 1027.21 570.03 1027.23 571.43 1027.26 571.66 1027.46 576.73 1027.46 579.79 1027.46 584.15 1027.51 593.7 1027.44 595.27 1027.44 596.93 1027.46
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .042 116.8 .035 461.93 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 116.8 461.93 103.93 103.93 103.93 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
0 110.61 1047.8 F
467.29 596.93 1049.8 F
BRIDGE
RIVER: Murrieta Creek
REACH: Main - EC RS: 2343
INPUT
Description: Winchester Road
Distance from Upstream XS = 5
Deck/Roadway Width = 84
Weir Coefficient = 2.6
Upstream Deck/Roadway Coordinates
num= 6
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 117.5 1030 1028.2 135 1031 1029 280 1033 1030
280 1033 1030 446 1031 1029 452.5 1030 1028.2
Upstream Bridge Cross Section Data
Station Elevation Data num= 261
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 1029.02 .23 1028.98 22.55 1029.59 23.49 1029.5 29.83 1029.6

33.36 1029.58 33.69 1029.59 33.73 1029.58 33.77 1029.58 33.91 1029.57

41.61 1029.17 41.98 1029.29 42.25 1029.26 43.21 1029.26 49.37 1029.6

61.96 1029.33 67.52 1029.59 75.64 1029.59 77.95 1029.5 78.56 1029.59

78.95 1029.59 80.71 1029.57 101.89 1029.93 102.08 1029.93 102.59 1029.93

104.77 1029.9 115.26 1030.79 116.8 1030.25 119.69 1029.24 120.83 1029.24 122.96 1029.24 123.62 1029.24 125.75 1029.48 131.99 1029.18 134.02 1029.03 134.12 1029.36 134.22 1029.36 134.97 1029.19 136.87 1029.18 137.5 1027.61 138.31 1027 139.14 1027 139.63 1026.37 140.72 1025.17 140.93 1025.04 142.25 1024.17 142.51 1024 143.94 1023.76 144.07 1023.76 144.97 1022 145.6 1022 146 1022.41 147.06 1022.4 147.86 1020.45 151.62 1018.31 152.19 1017.66 153.31 1018.1 153.87 1018.08 155.01 1016 155.51 1015.7 156.52 1015 156.7 1015 157.89 1014.55 160.65 1014.3 163.52 1014.3 166.77 1014.99 166.91 1015 168.47 1015 169.73 1015.04 174.96 1015.24 175.49 1015.26 175.61 1015.29 176.63 1015.35 177.29 1015.35 187.57 1015.35 197.06 1015.35 197.74 1015.35 198.81 1015 199.84 1015 202.28 1015.05 204.27 1015.14 206 1015.01 207.5 1015.52 216.13 1015.39 218.13 1015.35 218.67 1015.35 218.89 1015.35 219.07 1015.35 219.55 1015.35 223.49 1015.19 228.85 1015 228.9 1015 228.92 1015 229.7 1015.71 233.05 1015.7 237.76 1015.79 241.62 1015.89 244.67 1015.89 244.7 1015.77 247.2 1015.32 249.06 1014.98 249.27 1014.62 250.97 1014.62 253.39 1014.62 254.25 1014.62 255.42 1014.53 257.59 1014.61 258.02 1014.6 259.06 1015.71 259.56 1015.71 260.91 1015.28 262.15 1015.71 273.22 1015.95 279.3 1015.93 280.1 1015.93 283.81 1015.57 286.47 1015.56 289.48 1015.25 296.41 1015.17 296.49 1015.17 296.58 1015.17 299.33 1015.29 300.84 1015 303.68 1015 305.77 1014.84 306.25 1014.84 310.77 1014.76 310.94 1014.54 318.89 1014.44 320.47 1014.44 320.83 1014.04 321 1014.07 321.12 1014.06 321.59 1013.96 322.47 1013.81 322.87 1013.86 323.17 1014.57 323.53 1013.81 324.05 1013.83 325.26 1013.87 326.29 1014.12 327.45 1014.26 329.05 1014.26 332.89 1014.22 335.16 1014.18 336.4 1014.19 339.61 1014.08 340.84 1014.34 341.17 1014.26 341.57 1014.26 343.27 1014.43 344.09 1014.43 344.2 1014.3 346.26 1014.52 346.72 1015.18 347.19 1015.35 351.46 1015.35 352.76 1015.36 356.6 1015.14 359.12 1015.09 360.97 1014.88 361.06 1014.87 361.13 1014.88 361.24 1014.66 363.03 1014.4 363.29 1014 365.04 1014 365.89 1014.02 366.1 1014.06 366.93 1013.98 370.65 1013.68 374.41 1013.9 374.54 1013.9 374.82 1014 375.76 1014 375.92 1014 376.04 1013.81 379.33 1013.53 380.89 1013.37 383.7 1013.37 387.15 1013.37 389.22 1013.45 389.96 1013.48 393.61 1013.89 396.28 1013.89 406.93 1013.89 412.86 1013.98 414.09 1013.98 414.81 1014.01 418.93 1014.02 421.31 1014.08 421.99 1015 423.69 1015.51 424.89 1015.85 425.76 1016.29 426.38 1016.29 427.7 1017.96 428.17 1017.96 429.18 1017.31 429.37 1017.8 429.53 1018.07 429.84 1018 430.81 1018.63 431.36 1019.35 432.31 1019.41 432.88 1019.63 433.78 1020 435.91 1021.58 436.87 1022 437.43 1023.41 439.86 1024.8 440.12 1024.8 440.35 1025.83 441.23 1025.85 442.61 1027 442.78 1027.68 444.57 1027.55 445.42 1027.81 445.98 1028 447.93 1028.64 449.04 1029 453.28 1029.26 454.22 1029.45 459.09 1029.67 461.93 1029.67 468.98 1029.67 474.81 1029.65 483.23 1029.2 493.97 1029 497.21 1029 498.15 1028.98 498.65 1028.98 499.98 1028.97 502.45 1028.97 507.32 1029.13 511.95 1029.1 521.3 1028.72 522.22 1028.48 529.56 1028.43 537.05 1028.04 539.33 1028.03 540.17 1028.04 540.36 1028 540.72 1028 540.97 1028 543.29 1028 544.09 1027.92 544.36 1027.91 552.82 1027.6 559.36 1027.6 559.55 1027.6 567.27 1027.21 570.03 1027.23 571.43 1027.26 571.66 1027.46 576.73 1027.46 579.79 1027.46 584.15 1027.51 593.7 1027.44 595.27 1027.44 596.93 1027.46
Manning's n Values
Sta n Val Sta
0 .042 116.8
Bank Sta: Left Right
116.8 461.93
Ineffective Flow num=
Sta L Sta R Elev
0 110.61 1047.8
467.29 596.93 1049.8
Downstream Deck/Roadway
num= 6
Sta Hi Cord Lo Cord
110 1030 1028.2
270 1033 1030
num= 3
n Val Sta n Val
.035 461.93 .042
Coeff Contr. Expan.
.1 .3
2 Permanent
F
F
Coordinates
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
115 1031 1029 270 1033 1030
427 1031 1029 434 1030 1028.2
Downstream Bridge Cross Section Data
Station Elevation Data num= 265
Sta Elev Sta Elev Sta
0 1029.69 .27 1029.69 3.98

18.45 1030 19.68 1030.12 23.19

31.88 1030.12 33.85 1030.26 41.44

58.32 1030.29 65.21 1030.29 67.57

72.13 1030.39 73.33 1030.41 75.79

77.61 1030.07 86.22 1029.73 87.53

92.3 1029.79 95.36 1029.51 98.27
111.16 1029 119.42 1026 120.71
Elev Sta Elev Sta Elev
1029.77 9.71 1029.77 12.09 1029.77
1030.12 26.48 1030.07 30 1030.12
1030.27 45.05 1030.29 55.06 1030.29
1030.29 69.59 1030.38 71.02 1030.38
1030.29 76.38 1030 76.62 1029.98
1029.65 90.23 1029.65 91.49 1029.79
1029.43 107.35 1029.18 110.91 1029
1025.12 122.34 1023.99 122.46 1024.03

123.84 1024.01 124.24 1022.73 125.35 1022.73 126 1021.57 126.85 1021 127.66 1020 128.36 1019.88 128.54 1019.75 128.74 1019.75 129.57 1019 129.99 1019 130.92 1018.45 131.67 1017.28 132.97 1017.23 133.35 1016.39 134.32 1016.3 135.04 1016 135.15 1016 136.73 1015 138.68 1014.99 140.04 1014.99 140.32 1014.99 140.63 1015.01 140.72 1015.11 141.06 1015.02 141.74 1014.76 141.85 1015.17 143.02 1015.19 153.55 1014.87 158.02 1014.85 161.64 1015.02 163.12 1014.72 165.38 1014.65 167.91 1014.4 168.84 1014.19 172.28 1014.08 174.96 1014.2 176.63 1014.81 180.46 1014.82 186.54 1014.79 188.64 1014.8 189.42 1014.81 191.22 1014.81 193.3 1014.81 194.56 1014.81 197.18 1014.71 198.54 1014.44 202.49 1014.44 203.17 1014.43 204.6 1014.43 204.67 1014.43 204.79 1014.43 205.87 1014.55 206.58 1014.57 208.59 1014.66 209.94 1014.91 210.98 1015.14 212.96 1015.17 215.12 1015.17 216.17 1015.17 217.36 1015.17 220.33 1015.21 222.65 1015.11 222.89 1015.1 223.2 1015.12 226.1 1015.05 226.42 1014.99 226.47 1014.8 226.72 1014.8 227.16 1014.89 227.76 1014.94 230.56 1014.52 233.15 1015.08 233.25 1015.08 235.36 1015 235.81 1015 238.31 1014.78 239.32 1014.48 242.42 1015.01 243.2 1015.13 243.37 1015.23 246.07 1015.23 249.8 1015.35 252.11 1015.53 252.84 1015.53 254.59 1015.53 260.82 1015.42 264.7 1015.35 267.76 1015.32 270.64 1015.3 272.83 1015.22 275.23 1015.1 278.69 1014.92 280.7 1015 281.51 1015 283.59 1015.21 285 1015.18 285.44 1015.01 290.77 1015.01 291.68 1015.09 295.54 1015.11 296.53 1015.44 299.65 1015.44 304.54 1015.37 305.42 1015.01 307.77 1015.01 308.93 1015 308.98 1015 311.26 1014.08 313.79 1014.77 318.61 1014.08 321.21 1014.19 322.35 1014.22 324.6 1014.2 326.13 1014.26 329.14 1014.26 339.84 1014.17 346.93 1014.08 351 1014.08 351.81 1014.08 352.25 1014.2 352.58 1014.18 355.23 1014 363.3 1014 363.37 1013.37 363.51 1013.37 363.96 1013.37 368.71 1013.37 374.34 1013.65 376.21 1013.77 377.77 1013.75 379.6 1013.9 380.6 1013.88 385.29 1013.37 385.57 1013.37 387.14 1013.85 387.24 1013.98 387.84 1013.92 389.78 1013.61 390.47 1013.54 391.01 1013.55 392.55 1013.43 392.63 1013.42 392.77 1013.41 393.45 1013.37 396.28 1013.37 397.62 1013.37 398.99 1013.37 399.99 1013.37 400.17 1013.37 400.29 1013.43 401.29 1013.65 402.72 1014.06 403.65 1014.21 403.85 1014.23 405.12 1014.34 405.37 1014.86 406.81 1016 407.25 1016 407.94 1016 409.08 1017 410.31 1017.78 410.85 1018 411.99 1018 412.42 1019 412.82 1020 414.03 1020 415 1020.61 415.63 1022.91 416.31 1022.91 419.4 1025.34 420.34 1025.39 424.93 1027 425.16 1027 426.05 1028.42 426.35 1028.43 427.6 1028 428.01 1028 428.55 1028.92 431.38 1028.78 431.75 1028.81 432.17 1029 438.34 1029 439.4 1028.96 440.26 1029.02 440.41 1029.03 447.75 1029.39 448.07 1029.41 448.39 1029.41 449.13 1029.32 450.19 1029.3 453.08 1029.26 459.7 1029.12 460.57 1029.01 461.25 1029 463.6 1029 465.55 1029 465.96 1028.99 466.13 1028.99 467.13 1028.84 469.7 1028.84 483.25 1028.95 485.32 1028.18 485.52 1028 487.24 1028 494.17 1028.04 495.72 1028 497.44 1027.97 497.93 1027.97 499.87 1027.84 502.1 1028.09 503.26 1028.08 506.45 1027.71 514.39 1027.39 517.03 1027.18 519.41 1027.12 521.02 1027.12 523.23 1027.1 525.66 1027.05 527.97 1026.88 531.7 1027.02 532.69 1027.03 559.93 1026.51 568.43 1026.5 577.23 1026.5 Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .042 98.27 .035 440.26 .042
Bank Sta: Left Right Coeff Contr. Expan.

98.27 440.26 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
0 92.45 1052.63 F
446.22 577.23 1054.89 F
Upstream Embankment side slope = 3 horiz. to 1.0 vertical Downstream Embankment side slope = 3 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98
Elevation at which weir flow begins =
Energy head used in spillway design =
Spillway height used in design =
Weir crest shape = Broad Crested
Number of Piers = 4
Pier Data
Pier Station Upstream= 190 Downstream= 175
Upstream num= 2
Width Elev Width Elev

2.5 1010 2.5 1035
Downstream num= 2
Width Elev Width Elev

2.5 1010 2.5 1035
Pier Data

Pier Station Upstream=
255
Downstream=
240
Upstream num= 2
Width Elev Width
Elev

2.5 1010 2.5
1035
Downstream num= 2
Width Elev Width
Elev

2.5 1010 2.5
1035
Pier Data
Pier Station Upstream=
320
Downstream=
305
Upstream num= 2
Width Elev Width
Elev

2.5 1010 2.5
1035
Downstream num= 2
Width Elev Width
Elev

2.5 1010 2.5
1035
Pier Data
Pier Station Upstream=
385
Downstream=
370
Upstream num= 2
Width Elev Width
Elev

2.5 1010 2.5
1035
Downstream num= 2
Width Elev Width
Elev

2.5 1010 2.5
1035
Number of Bridge Coefficient
Sets =
1 Low Flow Methods and Data
Energy
Momentum
Cd
= 1.2
Yarnell
KVal
= 1.05
Selected Low Flow Methods =
Highest
Energy Answer
High Flow Method
Energy Only
Additional Bridge Parameters
Add Friction component
to Momentum
Do not add Weight component
to Momentum
Class B flow critical
depth
computations use
critical depth
inside the bridge
at the
upstream end
Criteria to check for
pressure
flow = Upstream energy grade line

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS:
2295
INPUT
Description:

Station Elevation Data num= 265
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 1029.69 .27 1029.69 3.98 1029.77 9.71 1029.77 12.09 1029.77

18.45 1030 19.68 1030.12 23.19 1030.12 26.48 1030.07 30 1030.12

31.88 1030.12 33.85 1030.26 41.44 1030.27 45.05 1030.29 55.06 1030.29

58.32 1030.29 65.21 1030.29 67.57 1030.29 69.59 1030.38 71.02 1030.38

72.13 1030.39 73.33 1030.41 75.79 1030.29 76.38 1030 76.62 1029.98

77.61 1030.07 86.22 1029.73 87.53 1029.65 90.23 1029.65 91.49 1029.79

92.3 1029.79 95.36 1029.51 98.27 1029.43 107.35 1029.18 110.91 1029 111.16 1029 119.42 1026 120.71 1025.12 122.34 1023.99 122.46 1024.03 123.84 1024.01 124.24 1022.73 125.35 1022.73 126 1021.57 126.85 1021 127.66 1020 128.36 1019.88 128.54 1019.75 128.74 1019.75 129.57 1019 129.99 1019 130.92 1018.45 131.67 1017.28 132.97 1017.23 133.35 1016.39 134.32 1016.3 135.04 1016 135.15 1016 136.73 1015 138.68 1014.99 140.04 1014.99 140.32 1014.99 140.63 1015.01 140.72 1015.11 141.06 1015.02 141.74 1014.76 141.85 1015.17 143.02 1015.19 153.55 1014.87 158.02 1014.85 161.64 1015.02 163.12 1014.72 165.38 1014.65 167.91 1014.4 168.84 1014.19 172.28 1014.08 174.96 1014.2 176.63 1014.81 180.46 1014.82 186.54 1014.79 188.64 1014.8 189.42 1014.81 191.22 1014.81 193.3 1014.81 194.56 1014.81 197.18 1014.71 198.54 1014.44 202.49 1014.44 203.17 1014.43 204.6 1014.43 204.67 1014.43 204.79 1014.43 205.87 1014.55 206.58 1014.57 208.59 1014.66 209.94 1014.91 210.98 1015.14 212.96 1015.17 215.12 1015.17 216.17 1015.17 217.36 1015.17 220.33 1015.21 222.65 1015.11 222.89 1015.1 223.2 1015.12 226.1 1015.05 226.42 1014.99 226.47 1014.8 226.72 1014.8 227.16 1014.89 227.76 1014.94 230.56 1014.52 233.15 1015.08 233.25 1015.08 235.36 1015

235.81 1015 238.31 1014.78 239.32 1014.48 242.42 1015.01 243.2 1015.13 243.37 1015.23 246.07 1015.23 249.8 1015.35 252.11 1015.53 252.84 1015.53 254.59 1015.53 260.82 1015.42 264.7 1015.35 267.76 1015.32 270.64 1015.3 272.83 1015.22 275.23 1015.1 278.69 1014.92 280.7 1015 281.51 1015 283.59 1015.21 285 1015.18 285.44 1015.01 290.77 1015.01 291.68 1015.09 295.54 1015.11 296.53 1015.44 299.65 1015.44 304.54 1015.37 305.42 1015.01 307.77 1015.01 308.93 1015 308.98 1015 311.26 1014.08 313.79 1014.77 318.61 1014.08 321.21 1014.19 322.35 1014.22 324.6 1014.2 326.13 1014.26 329.14 1014.26 339.84 1014.17 346.93 1014.08 351 1014.08 351.81 1014.08 352.25 1014.2 352.58 1014.18 355.23 1014 363.3 1014 363.37 1013.37 363.51 1013.37 363.96 1013.37 368.71 1013.37 374.34 1013.65 376.21 1013.77 377.77 1013.75 379.6 1013.9 380.6 1013.88 385.29 1013.37 385.57 1013.37 387.14 1013.85 387.24 1013.98 387.84 1013.92 389.78 1013.61 390.47 1013.54 391.01 1013.55 392.55 1013.43 392.63 1013.42 392.77 1013.41 393.45 1013.37 396.28 1013.37 397.62 1013.37 398.99 1013.37 399.99 1013.37 400.17 1013.37 400.29 1013.43 401.29 1013.65 402.72 1014.06 403.65 1014.21 403.85 1014.23 405.12 1014.34 405.37 1014.86 406.81 1016 407.25 1016 407.94 1016 409.08 1017 410.31 1017.78 410.85 1018 411.99 1018 412.42 1019 412.82 1020 414.03 1020 415 1020.61 415.63 1022.91 416.31 1022.91 419.4 1025.34 420.34 1025.39 424.93 1027 425.16 1027 426.05 1028.42 426.35 1028.43 427.6 1028 428.01 1028 428.55 1028.92 431.38 1028.78 431.75 1028.81 432.17 1029 438.34 1029 439.4 1028.96 440.26 1029.02 440.41 1029.03 447.75 1029.39 448.07 1029.41 448.39 1029.41 449.13 1029.32 450.19 1029.3 453.08 1029.26 459.7 1029.12 460.57 1029.01 461.25 1029 463.6 1029 465.55 1029 465.96 1028.99 466.13 1028.99 467.13 1028.84 469.7 1028.84 483.25 1028.95 485.32 1028.18 485.52 1028 487.24 1028 494.17 1028.04 495.72 1028 497.44 1027.97 497.93 1027.97 499.87 1027.84 502.1 1028.09 503.26 1028.08 506.45 1027.71 514.39 1027.39 517.03 1027.18 519.41 1027.12 521.02 1027.12 523.23 1027.1 525.66 1027.05 527.97 1026.88 531.7 1027.02 532.69 1027.03 559.93 1026.51 568.43 1026.5 577.23 1026.5 Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .042 98.27 .035 440.26 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.

98.27 440.26 272.93 272.93 272.93 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
0 92.45 1052.63 F
446.22 577.23 1054.89 F

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: 2022
INPUT
Description:

Station Elevation Data num= 204
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 1026.88 4.38 1026.88 20.26 1026.88 26.3 1026.98 36.49 1026.9

43.12 1027.03 43.52 1027.03 44.18 1026.95 46.88 1026.95 49.17 1026.56

50.83 1025.16 50.88 1025 52.45 1024.97 53.43 1024.97 62.6 1024.35

68.31 1024.28 68.5 1024.27 71.04 1024 74.19 1022 76.31 1021.1

77.77 1020 78.63 1019 78.82 1019 79.61 1019 80.06 1018.15

80.35 1017 81.69 1017 82.25 1017 83.28 1016 85.69 1014.48

86.45 1014 92.23 1013.46 93.58 1013.35 96.18 1013.53 100.4 1013.61 101.99 1013.8 103.51 1013.85 105.79 1013.71 107.53 1013.28 108.94 1013.42 111.62 1013.83 113.99 1013.83 116.7 1013.65 120.04 1013.71 124.79 1014 128.54 1014 130.05 1013.57 132.64 1013.6 133.71 1013.92 134.5 1014.01 134.58 1014.08 135.23 1014.12 135.83 1014.11 142.37 1014.08 144.7 1014.26 144.85 1014.26 145.03 1014.12 148.05 1014.65 171.06 1014.97 171.89 1014.81 172.35 1014.81 177.64 1014.82 179.73 1014.62 180.73 1014.74 184.42 1014.78 184.72 1015.07 185.28 1015.06 185.85 1014.79 186.51 1014.78 200.69 1014.69 202.48 1014.62 203.7 1014.26 205.48 1014.26 209.04 1014.26 210.4 1014.26 213.44 1014.41 214.2 1014.41 216.03 1014.37 219.67 1014.27 220.13 1014.27 220.92 1014.98 225.16 1014.98 226.05 1014.99 234.47 1014.68 241.77 1014.68 244.47 1014.5 245.3 1014.5 247.9 1014.68 248.38 1014.62 250.29 1014.62 251.11 1014.63 266.47 1014.29 267.83 1014.24 271.35 1014.21 273.65 1014.05 274.48 1014 276.44 1013.97 279.73 1014 283.98 1014 284.6 1014 295.13 1014 297.39 1014.09 297.94 1014.08 299.9 1013.94 302.35 1013.74 309.17 1014 309.24 1014 309.38 1014.01 311.8 1014.17 313.44 1014.36 316.11 1014.33 316.29 1014.33 316.37 1014.33 316.48 1014.33 320.41 1014.36 320.54 1014.34 321.04 1014.24 322.09 1013.92 322.69 1014 323.09 1014 323.27 1014 325.47 1014 326.13 1014.15 327.22 1014.25 328.46 1014.23

329.12 1013.86 332.54 1013.72 334.84 1013.75 338.16 1013.76 342.5 1013.68 346.63 1013.77 349.24 1013.83 352.15 1013.84 352.46 1013.84 353.26 1014.41 354.16 1014.9 354.36 1015 354.73 1015 356.41 1016.33 357.08 1016.92 358.03 1016.92 358.35 1016.98 358.39 1016.98 360.03 1017.93 360.15 1017.93 360.59 1019 363.48 1020 363.62 1020.09 364.71 1020.09 364.98 1021 365.32 1021.22 366.48 1022 366.54 1022.04 367.91 1023 368.29 1023.82 369.34 1023.85 369.96 1024.43 379.77 1025.8 386.04 1026.02 386.54 1026.02 391.57 1026.03 393.69 1026.03 396.11 1026.07 401.02 1026.25 401.61 1026.25 401.8 1026.06 403.59 1026 404.38 1025.17 404.9 1025.07 405.72 1025.06 407.2 1024.73 407.63 1024.08 407.74 1024.08 407.83 1024.04 408.47 1023.75 408.95 1023.56 410.38 1022.87 410.71 1022.35 412.02 1022.35 419.45 1022.39 434.61 1022.39 439.16 1022.53 452.21 1022.81 467.89 1022 468.72 1022 469.79 1022.25 469.88 1022.25 471.76 1022 477.33 1021 481.26 1020.99 489.79 1021.05 496.18 1020.07 498.33 1020.01 500.76 1020.01 501.72 1020.03 506.13 1020 506.41 1020 506.75 1019.96 508.11 1019.98 510.07 1020.09 520.71 1020.37 524.25 1020.43 527.69 1020.53 529.36 1020.53 Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .042 49.17 .035 391.57 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.

49.17 391.57 284.86 284.86 284.86 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
0 41.18 1033.2 F
398.13 529.36 1034.15 F

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: 1737
INPUT
Description:

Station Elevation Data num= 234
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 1026.17 3.76 1026.28 5.88 1026.51 9.22 1026.87 13.05 1027.24

15.71 1027.52 22.07 1027.94 27.52 1028.38 29.52 1028.53 32.24 1028.53

33.06 1028.52 37.36 1028.3 43.05 1028 47.87 1028 47.94 1028.09

49.25 1028 53.8 1028 56.65 1027.72 56.76 1027.72 57.51 1027.76

66.6 1027.15 68.62 1026.98 69.2 1026.42 70.38 1026.42 75.35 1026.35

77.92 1025 78.12 1025 78.78 1025 79.6 1024 80.15 1024

81.17 1022.83 81.76 1022.2 82.48 1022.67 82.61 1022.59 82.67 1022.06

83.3 1022 83.55 1021 83.69 1021 84.34 1020.64 84.68 1020.77

85.12 1020.81 85.22 1018.94 85.37 1018.22 85.84 1018.05 86 1020.19

86.06 1020.18 87.12 1018 87.27 1017.08 88.04 1017.05 88.67 1016.71

88.75 1016.01 89.53 1015.82 92.47 1015.51 92.65 1015.5 92.75 1014.81

93.18 1014.75 93.91 1014.73 94.69 1014 95.52 1013.56 95.93 1014.57

96.06 1014.57 96.1 1013.25 96.7 1013.2 98.29 1013.04 98.62 1013

99.49 1012.91 99.73 1012.91 99.89 1012.89 101.61 1012.87 105.95 1012.74 106.5 1012.67 109.75 1012.57 110.39 1012.11 110.69 1012.11 111.6 1011.65 112.83 1011.6 115.33 1011.32 116.3 1011.32 117.02 1011.44 120.52 1012.15 121.5 1012.36 122.66 1012.36 125.01 1012.36 130.46 1012.39 136.82 1012.68 138.39 1012.95 139.67 1012.99 140.28 1013.07 141.54 1013.16 142.05 1013.01 142.36 1013.01 142.54 1013.24 142.84 1013.24 165.1 1013.46 171.49 1013.54 172.15 1013.35 174.25 1013.42 174.95 1013.42 176.21 1013.45 177.25 1013.6 178.54 1013.6 179.33 1013.62 190.55 1013.51 195.09 1013.44 196.67 1013.44 198.76 1013.4 201.39 1013.28 202.82 1013.28 220.37 1013.37 235.48 1013.44 239.23 1013.44 240.55 1013.44 243.87 1013.45 244.63 1013.45 244.76 1013.45 246.89 1013.45 248.32 1013.45 248.47 1013.27 249.08 1013.27 253.14 1013.27 259.56 1013.27 263.72 1013.27 265.7 1013.27 265.83 1013.02 265.94 1013.02 266.37 1013.04 267.85 1013.27 268.52 1013.27 268.93 1013.27 270.55 1013.27 272.87 1013.27 275.12 1013.27 276.99 1013.27 278.69 1013.27 279.34 1013.27 279.91 1013.27 282.67 1013.15 283.02 1012.92 283.65 1012.92 283.89 1012.92 296.95 1012.47 298.63 1012.42 298.81 1012.42 299.36 1012.39 302.65 1013 303.18 1013 304.6 1013 304.89 1013.22 311.29 1013.27 313.2 1013.4 314.03 1013.4 314.33 1013.25 316.51 1013.27 317.08 1013.27 317.59 1013.3 319.04 1013.32 331.68 1013 331.92 1012.97 332.39 1012.92 338.79 1012.87 365.44 1012.87 366.92 1013.31 369.24 1013.44 370.51 1014.38 372.08 1014.85 372.63 1015.15 373.23 1015 373.67 1015 373.71 1015.41 373.84 1015.49 374.95 1015.63 375.67 1016.57 376.84 1016.59 377.82 1018 378.73 1018 378.91 1018 379.01 1018.15 382.26 1019.6 383.16 1020 383.79 1020.44 384.46 1021 384.79 1021 385.26 1021 385.93 1023.01 387.32 1023.06 387.37 1023.24 388.53 1023.91 388.61 1024.13 388.77 1024.13 388.81 1024.16 390.36 1024.15 393.32 1024.13 397.98 1024.06 404.45 1024.05 404.59 1024

405.02 1023.94 406.89 1023.62 410.5 1023 410.96 1022.9 411.06 1022.9 413.08 1022.62 416.54 1021.85 418.09 1021.85 418.1 1022.01 418.67 1022.03 423.28 1021.74 445.92 1020.96 449.72 1020.93 459.49 1020.75 459.62 1020.58 464.27 1020.58 470.84 1020.62 471.62 1020.62 476.15 1020.6 488.81 1020.45 493.76 1020.27 493.93 1020.25 506.16 1020.11 511.94 1020.45 516.77 1020.41 517.06 1020.44 517.1 1020.58 517.25 1020.38 518.95 1020.4 526.98 1020.6 528.14 1020.71 528.28 1020.62 533.04 1020.53 535.64 1020.68 538.27 1020.71 538.59 1020.67 538.79 1020.67 539.49 1020.73 547.23 1020.73 Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .042 37.36 .035 388.77 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.

37.36 388.77 471.89 471.89 471.89 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
0 31.88 1034.12 F
415.39 547.23 1033.98 F

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: 1265
INPUT
Description:

Station Elevation Data num= 220
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
-166.1 1024.7 90.27 1024.7 129.68 1024.7 131.38 1025 132.11 1025.13 132.27 1025.16 133.08 1025.19 142.71 1025.62 149.53 1025.1 150.71 1025 152.1 1024.95 156.46 1024.77 157.79 1024.51 161.24 1024 161.34 1023.99 167.1 1023 167.9 1022.86 169.88 1022.52 171.43 1022.22 172.62 1022 177.15 1021.31 179.2 1021 179.63 1020.94 179.72 1020.93 181.49 1020.52 183.99 1020 185.93 1019.59 188.79 1019 192.32 1018.23 193.48 1018 194.28 1017.83 198.89 1017.08 199.35 1017 201.51 1016.63 205.56 1016 210.98 1015.4 214.33 1015 216.08 1014.79 217.7 1014.6 222.35 1014.11 223.48 1014 223.65 1013.98 227.96 1013.58 229.25 1013.37 231.44 1013 232.91 1012.73 234.92 1012.42 237.33 1012.02 237.44 1012 238.53 1011.83 238.69 1011.79 239.18 1011.82 242.83 1011.99 246.29 1011.91 250.75 1011.8 252.67 1011.68 257.01 1011.42 269.93 1011.27 273.96 1011.28 287.44 1011.32 292.78 1011.29 295.25 1011.28 301.9 1011.22 304.99 1011.22 305.74 1011.22 311.56 1011.22 319.32 1011.22 323.53 1011.22 330.01 1011.31 332.74 1011.42 333.9 1011.46 334.18 1011.47 343.54 1011.73 348.38 1011.65 349.56 1011.8 350.99 1011.8 356.53 1011.96 359.44 1011.9 361.84 1011.94 363.52 1011.89 366.29 1011.44 366.48 1011.42 366.53 1011.42 368.55 1011.8 371.78 1011.66 374.28 1011.63 377.03 1011.55 381.1 1011.42 381.95 1011.49 383.96 1011.61 385.03 1011.63 391.56 1011.8 392.07 1011.73 394.34 1011.42 396.02 1011.42 396.88 1011.42 398.79 1011.64 400.14 1011.8 401.58 1011.75 403.74 1011.67 405.08 1011.65 405.37 1011.67 405.39 1011.69 406.51 1011.61 408.9 1011.55 409.87 1011.61 411 1011.61 412.21 1011.64 417.49 1011.8 419.31 1011.53 423.62 1011.03 424.24 1011.09 424.76 1011.13 428.12 1011.55 432.76 1011.52 436.6 1011.58 438.29 1011.58 440.54 1011.54 447.14 1011.51 452.53 1011.51 462.15 1011.33 462.21 1011.33 462.23 1011.33 462.25 1011.33 462.49 1011.33 477.01 1011.33 477.69 1011.46 479.12 1011.7 480.81 1012 481.44 1012.1 485.39 1012.78 485.95 1012.93 486.22 1013 489.15 1013.76 490.09 1014 492.02 1014.51 493.89 1015 494.18 1015.08 495.52 1015.42 495.52 1015.43 496.51 1016 497.23 1016.42 498.24 1017 499.94 1019.39 499.94 1019.42 503.85 1019.98 505.83 1020.27 506.67 1020.39 507.43 1020.5 508.89 1020.71 510.06 1020.87 510.19 1020.89 510.66 1020.96 514.94 1021.82 521.55 1023 521.86 1023.15 523.57 1024 523.87 1024.15 525.6 1025 526.32 1025.17 530.94 1025.44 534.9 1025.5 536.91 1025.58 541.14 1025.66 547.19 1025.67 549.32 1025.65 551.72 1025.67 571.41 1025.4 587.48 1025.35 590.27 1025.33 609.43 1025.17 611.29 1025.15 612.17 1025.14 612.63 1025.13 621.09 1025.04 635.01 1025.08 647.29 1025.05 652.65 1025.04 654.69 1025.04 655.17 1025 656.72 1024.81 660.55 1024.72 666.37 1024.58 669.1 1024.51 675.43 1024.38 687.11 1024.1 691.54 1024 691.57 1024 691.69 1024 691.71 1024 691.72 1024 692.76 1024 699.12 1024.01 701.98 1024 706.53 1024 707.4 1023.98 707.86 1023.98 709.37 1023.95 710.91 1023.78 711.16 1023.76 711.21 1023.76 711.7 1023.72 713.56 1023.58 714.92 1023.13 716.96 1023 729.99 1022.72 732.72 1022.67 736.02 1022.61 736.04 1022.61 736.06 1022.61 736.08 1022.61 736.1 1022.61 736.13 1022.61 736.15 1022.61 736.16 1022.62 736.18 1022.62 736.19 1022.62 736.21 1022.62 736.5 1022.58 833.9 1022.58 Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val

-166.1 .042 142.71 .035 534.9 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 142.71 534.9 137.3 137.3 137.3 .3 .5
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
-166.1 132.3 1028.56 F
535.53 833.9 1027.76 F

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: 1130
INPUT
Description:

Station Elevation Data num= 226
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
-145.41 1024.8 -.53 1024.8 160.6 1024.8 168.58 1024.6 175.21 1024.58 180.44 1024.45 187.62 1024.23 192.66 1024 194.08 1023.9 196.19 1023.75 197.73 1023.44 200.05 1023 203.53 1022.36 203.66 1022.34 203.93 1022.29 205.46 1022 208.62 1021.39 210.67 1021 211.29 1020.88 211.88 1020.79 213.77 1020.4 214.4 1020.25 215.44 1020 217.93 1019.42 219.64 1019 223.7 1018.06 223.97 1018 224.72 1017.83 227.34 1017.26 227.66 1017.19 228.96 1017 228.98 1017 229.06 1016.99 234.16 1016.2 234.18 1016.2 235.96 1016 240.92 1015.45 241.35 1015.41 244.28 1015 244.44 1014.98 244.66 1014.95 248.08 1014.48 249.94 1014.22 250.01 1014.21 251.22 1014 252.55 1013.78 256.3 1013 256.96 1012.95 257 1012.94 259.06 1012.54 260.94 1012.25 262.3 1012 263.2 1011.85 266.11 1011.33 267.8 1011.22 270.45 1011.03 270.64 1011.02 270.93 1011 273.1 1010.87 273.47 1010.82 274.06 1010.84 274.55 1010.87 274.77 1010.88 279.65 1011 279.7 1011 280.51 1011.01 280.95 1011.02 281 1010.96 281.72 1011.01 282.35 1011 286.16 1010.92 290.01 1010.84 291.08 1010.86 298.48 1010.95 301.23 1010.99 302.84 1011 303.6 1011 303.77 1011 306.64 1011.01 312.29 1011.02 315.67 1011.03 316.51 1011 316.57 1011 316.88 1010.99 320.26 1010.79 321.49 1010.79 322.71 1010.79 323.31 1010.78 324.13 1010.77 324.8 1010.76 326.37 1010.75 329.04 1010.71 332.82 1010.65 333.02 1010.71 333.91 1011 333.97 1011.02 334.59 1011.22 334.63 1011.22 339.77 1011.2 341.47 1011.19 343.46 1011.03 348.82 1011.16 350 1011.22 351.06 1011.19 352.35 1011.16 354.59 1011.1 354.76 1011.1 357.31 1011.03 360.55 1011.03 361.67 1011.03 362.12 1011.03 363.55 1011.03 363.85 1011.03 365.66 1011.03 366.06 1011.03 366.49 1011.03 369.36 1011.03 370.86 1011.03 376.23 1011.03 377.23 1011.03 378.49 1011.26 380.22 1011.42 385.75 1011.43 387.27 1011.43 408.84 1011.42 412.98 1011.42 413.54 1011.38 414.7 1011.22 418.64 1011.18 419.41 1011.15 423.58 1011.05 424.2 1011.03 424.35 1011.05 427.28 1011.53 429.66 1011.62 432.16 1011.77 432.33 1011.79 432.38 1011.79 432.58 1011.79 432.69 1011.78 436.4 1011.03 444.16 1011.2 445 1011.22 457.5 1011.19 462.01 1011.17 466.65 1011.16 471.39 1011.21 475.64 1011.11 483.49 1011.03 490.25 1011.13 492.02 1011.15 498.63 1011.6 499.32 1011.65 499.47 1011.67 499.65 1011.69 500.91 1011.73 506.58 1011.92 509.09 1012 513.09 1012.85 513.77 1013 516.88 1013.89 517.22 1014 517.48 1014.11 519.86 1015 521.48 1015.76 522.18 1016 523.87 1016.59 524.97 1017 525.52 1017.23 525.91 1017.42 526.33 1017.62 534.94 1021.26 536.52 1021.78 537.89 1022 550.49 1022.37 572.89 1023 574.71 1023.89 574.93 1024 576.74 1024.89 576.96 1025 579.99 1025.98 580.08 1026 582.07 1026.98 582.12 1027 582.52 1027 583.49 1027.01 585.57 1027.02 588.16 1027.03 614.18 1027.19 623.78 1027.14 646.51 1027 647.35 1027 647.44 1027 647.52 1027 647.71 1027 647.74 1027 675.03 1026.45 690.16 1026.15 690.55 1026.14 690.76 1026.14 697.58 1026 713.24 1025.49 719.65 1025.34 731.17 1025.08 732.51 1025.04 733.85 1025 733.89 1024.98 734.6 1024.81 736.77 1024.13 737.67 1024 738.21 1023.99 740.74 1023.97 741.95 1023.96 742.06 1023.96 746.04 1024 746.14 1024 746.75 1024 746.89 1024 747.19 1024 752.28 1024 754.02 1024 754.56 1023.79 760.13 1023.68 762.61 1023.68 763.19 1023.68 854.59 1023.68
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
-145.41 .042 168.58 .035 582.07 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 168.58 582.07 131.85 131.85 131.85 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
-145.41 151.57 1032.9 F
605.3 854.59 1033.36 F

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: 1000
INPUT
Description:

Station Elevation Data num= 294
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
-93.92 1022.62 -92.63 1022.62 -88.09 1022.62 -67.86 1022.61 -60.89 1022.61 -60.63 1022.61 -58.99 1022.6 -55.98 1022.55 -54.26 1022.53 -51.91 1022.49 -48.84 1022.42 -45.26 1022.33 -38.72 1022.13 -36.37 1022.06 -34.9 1022 -31.84 1022 -30.44 1022 -27.09 1022 -26.4 1022 -21.05 1022 -16.62 1022.08 -15.18 1022.1 4.06 1022.27 18.49 1022.3 19.11 1022.3

21.46 1022.33 23.6 1022.48 29.94 1022.98 30.18 1023 31.14 1023

31.63 1023.01 32.39 1023.01 33.09 1023.01 44.07 1023.07 45.3 1023.08

45.85 1023.07 48.35 1023.07 50.09 1023.06 53.92 1023.01 54.09 1023.01

54.17 1023.01 54.26 1023.01 55.66 1023 56.46 1023 56.67 1023

56.72 1023 56.85 1023 58.33 1023 58.56 1023 60.69 1023

60.71 1023 61.23 1023 61.25 1023 63.99 1023 119.88 1023.67 121.72 1023.75 124.15 1023.89 128.74 1024 131.53 1024.07 132.91 1024.1 145.27 1024.4 151.4 1024.54 167.1 1024.89 168.24 1024.92 172.29 1025 178.3 1025.13 179.87 1025.16 186.43 1025.34 189.7 1025.41 190.01 1025.39 190.13 1025.38 190.46 1025.37 190.56 1025.37 193.76 1025.44 209.65 1025.73 214.19 1025.81 215.58 1025.84 217.05 1025.86 225.68 1026 237.14 1026.19 238.49 1026.21 240.44 1026.24 245.49 1026.33 245.95 1026.3 248.64 1026 249.06 1025.95 249.47 1025.89 251.94 1025.13 252.21 1025 254.49 1024.23 254.93 1024 255.62 1023.74 261.64 1023 262.04 1022.8 263.62 1022 264.96 1021.33 265.61 1021 268.62 1020.9 297.39 1020 298.23 1019.53 299.27 1019 300.32 1018.49 301.33 1018 302.35 1017.49 303.32 1017 304.32 1016.5 305.26 1016 306.48 1015.41 307.44 1015 309.14 1014.11 309.38 1014 309.55 1013.91 311.39 1013 311.9 1012.7 313.32 1012 314.32 1011.5 315.31 1011 315.71 1011.09 316.18 1011.13 316.55 1011 319.42 1010.12 319.46 1010.1 319.58 1010.1 319.6 1010.1 319.62 1010.1 319.65 1010.1 321.3 1010.1 321.66 1010.1 328.8 1010.1 334.85 1010.1 335.4 1010.17 338.52 1010.45 341.83 1010.29 342.5 1010.26 347.22 1010.1 348.82 1010.07 349.55 1010.21 350.13 1010.31 352.7 1010.65 352.76 1010.65 362.49 1010.82 370.12 1010.96 372.19 1011 373.71 1011 379.82 1011.03 401.56 1011.13 403.69 1011.14 403.95 1011.14 404.15 1011.14 405.18 1011.15 405.4 1011.15 405.42 1011.15 405.56 1011.15 405.64 1011.15 409.52 1011.11 411.37 1011.08 412.66 1011.15 438.94 1011.15 451.21 1011.28 451.99 1011.4 453.56 1011.5 453.72 1011.51 457.48 1011.51 458.05 1011.51 459.45 1011.51 478.37 1011.64 479.16 1011.64 483.64 1011.66 484.45 1011.5 485.91 1011.15 486.93 1011.31 488.5 1011.43 492.69 1011.23 493.71 1011.16 494.53 1011.13 497.48 1011.02 497.79 1011.01 497.9 1011.01 498.27 1011 498.82 1010.98 500.37 1010.93 501.01 1010.89 501.75 1010.86 502.7 1010.84 513.76 1010.84 513.97 1010.84 519.08 1010.84 522.49 1010.84 526.93 1010.82 527.93 1010.82 538.41 1010.95 539.38 1010.98 539.58 1011 539.7 1011 539.72 1011 549.25 1011.34 552.37 1011.45 571.31 1012 573.72 1012.53 575.75 1013 577.73 1013.64 578.67 1014 579.48 1014.35 581.09 1015 582.6 1015.72 583.18 1016 584.74 1016.78 585.19 1017 586.82 1017.79 587.27 1018 588.99 1018.84 589.33 1019 591.12 1019.88 591.38 1020 599.6 1020.12 600.83 1020.13 606.38 1020.21 633.82 1020.64 654.78 1021 655.82 1021.51 656.81 1022 657.8 1022.49 658.86 1023 659.8 1023.47 660.89 1024 661.8 1024.45 662.93 1025 663.8 1025.43 664.97 1026 665.8 1026.41 667 1027 668.63 1027.8 669.04 1028 676.83 1027.93 677.58 1027.92 683.24 1027.97 684.83 1027.99 685.45 1028 686.48 1027.99 686.74 1027.98 687.38 1027.97 691.93 1027.86 720 1027.2 728.61 1027 749.21 1026.46 766.95 1026 769 1025.93 795.27 1025 796.83 1024.99 797.93 1024.98 799.42 1024.99 799.91 1024.99 801.66 1025 801.81 1025 802.06 1025 802.25 1025 803.68 1025 804.88 1025 812.41 1025 816.21 1025 817.8 1025 820.49 1025 820.78 1025 821.55 1025 822.2 1025 824.15 1024.6 826.43 1024 827.75 1024 830.06 1023.72 831.42 1023.55 832.22 1023.58 832.96 1023.53 833.85 1023.58 835.51 1023.6 836.93 1023.68 841.85 1023.9 842.75 1023.95 842.93 1023.96 843.46 1023.97 845.47 1024 845.82 1024 847.45 1024 857.19 1024 857.19 1024.07 858.98 1024.33 862.21 1024.4 864.07 1024.48 879.96 1024.42 881.13 1024.4 884.17 1024.06 890.06 1024 891.28 1023.94 896.73 1023.68 897.04 1023.67 Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
-93.92 .042 245.49 .035 676.83 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 245.49 676.83 85.15 85.15 85.15 .3 .5
Ineffective Flow num= 6

Sta L
Sta R
Elev
Permanent

11.92 76.99
1029.44
F

76.99 141
1031.31
F
141
202.86
1032.79
F
610.37
665.84
1032.89
F
665.84
718.11
1032.1
F
718.11
767.18
1030.62
F
Skew Angle
= 7.71
BRIDGE
RIVER: Murrieta Creek
REACH: Main - EC RS: 954
INPUT
Description: Overland Bridge
Distance from Upstream XS = 5
Deck/Roadway Width = 75.92
Weir Coefficient = 2.6
Bridge Deck/Roadway Skew = 7.71
Upstream Deck/Roadway Coordinates
num= 3
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 201.5 1028.17 1022.55 403.65 1029.48 1023.9 605.81 1028.17 1022.55 Upstream Bridge Cross Section Data
Station Elevation Data num= 82
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev

5.519999 1021.129.889999 1021.22 13.26 1021.22 15.58 1021.28 15.91 1021.28

24.7 1021.42 25.85 1021.47 26.21 1021.42 31.95 1021.63 40.76 1021.77

43.08 1021.81 43.3 1022 43.53 1022 43.75 1021.82 43.92 1021.77

46.33 1021.79 49.05 1022.03 53.48 1021.93 53.69 1021.93 54.27 1022

57.73 1022 60 1021.74 78.21 1022 81.37 1022 83.51 1022.01

88.31 1022 88.73 1022 94.31 1022.01 97.9 1022 106.83 1022.2 136.73 1022.49 139.56 1022.65 201.34 1028.23 203.19 1020.34 231.22 1020.32 246.79 1020.3 265.41 1010.8 315.63 1010.52 322.54 1010.49 330.67 1010.48 338.58 1010.54 342.62 1010.58 344.47 1010.65 344.78 1010.65 347.39 1010.65 494.2 1010.94 495.65 1010.88 497.51 1010.84 506.91 1010.84 507.74 1010.84 512.66 1010.84 516.89 1010.84 518.49 1010.94 537.08 1020.3 576.02 1020.33 605.29 1020.34 605.94 1028.13 655.96 1021.94 667.84 1021.18 668.78 1021.23 682.69 1021.23 684.47 1021.23 684.5 1021.24 689.47 1021.24 694.76 1021.11 694.82 1021.13 698.8 1021.17 699.74 1021.19 700.41 1021.15 703.2 1021.22 703.47 1021.21 724.19 1021 725.5 1021.09 728.51 1021.12 728.57 1021.19 736.65 1021.19 738.73 1021.13 739.86 1021.1 742.44 1021.08 750.23 1021.07 759.32 1021.05 759.59 1021.05
Manning's n Values num= 1
Sta n Val

5.519999 .042
Bank Sta: Left Right
231.22 576.02
Ineffective Flow num=
Sta L Sta R Elev

11.92 76.99 1029.44

76.99 141 1031.31
141 202.86 1032.79
610.37 665.84 1032.89
665.84 718.11 1032.1
718.11 767.18 1030.62
Skew Angle = 7.71
Coeff Contr. Expan.
.3 .5
6 Permanent
F
F
F
F
F
F
Downstream Deck/Roadway Coordinates
num= 3
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 201.53 1028.17 1022.55 403.69 1029.48 1023.9 605.85 1028.17 1022.55 Downstream Bridge Cross Section Data
Station Elevation Data num= 77
Sta Elev Sta Elev Sta Elev

9.22 1021 12.2 1021 12.59 1020.95

37.71 1021.15 41.88 1021.67 57.12 1022.42

63.88 1022.41 66.95 1022.42 71.15 1022.93
201.71 1028.24 204.28 1020.33 231.29 1020.31
323.75 1010.45 331.52 1010.45 335.22 1010.49
504.93 1010.58 510.72 1010.47 521.51 1010.5
Sta Elev Sta Elev

13.09 1021 36.65 1021.34

57.35 1022.42 59.66 1022.44
119.53 1023.5 134.8 1024.03
250.48 1020.3 269.13 1010.76
337.66 1010.45 357.58 1010.52
540.65 1020.3 576.13 1020.31

604.77 1020.32 605.54 1028.22 647.46 1022 648.84 1021.81 648.95 1021.81 649.02 1021.81 658.73 1021.08 663.83 1021.08 666.86 1021 666.92 1020.88 680.24 1020.88 682.65 1020.86 684.36 1020.98 684.76 1020.99 688.98 1020.88 690.09 1020.99 694.39 1021.09 695.54 1021.13 695.97 1021.13 696.09 1021.13 698.27 1021.14 706.54 1021.14 706.64 1021.1 706.75 1021.06 706.93 1021 707.13 1021 708.97 1021 709.61 1020.98 709.93 1021.04 710.26 1021.04 711.77 1020.95 711.83 1020.88 712.13 1021.17 712.96 1021.14 717.79 1020.82 742.96 1021 744.15 1021 749.33 1021.04 751.09 1021.04 751.61 1021.21 752.38 1021.19 756.9 1020.97 762.62 1020.68 765.04 1020.61 765.34 1020.63 765.86 1020.63 773.33 1020.63
Manning's n Values num= 1
Sta n Val

9.22 .042
Bank Sta: Left Right Coeff Contr. Expan.
231.29 576.13 .3 .5
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
-90.86 224.7 1032.69 F
680.4 916.97 1033.17 F
Skew Angle = 7.71
Upstream Embankment side slope = 2 horiz. to 1.0 vertical Downstream Embankment side slope = 2 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98
Elevation at which weir flow begins =
Energy head used in spillway design =
Spillway height used in design =
Weir crest shape = Broad Crested
Number of Abutments = 2
Abutment Data
Upstream num= 3
Sta Elev Sta Elev Sta Elev
201.5 1022.55 231.23 1022.75 231.23 1013
Downstream num= 3
Sta Elev Sta Elev Sta Elev
201.53 1022.55 231.26 1022.75 231.26 1013
Abutment Data
Upstream num= 3
Sta Elev Sta Elev Sta Elev
576.08 1013 576.08 1022.75 605.81 1022.55
Downstream num= 3
Sta Elev Sta Elev Sta Elev
576.12 1013 576.12 1022.75 605.85 1022.55
Number of Piers = 2
Pier Data
Pier Station Upstream= 335.28 Downstream= 335.31
Upstream num= 2
Width Elev Width Elev
4 1000 4 1024
Downstream num= 2
Width Elev Width Elev
4 1000 4 1024
Pier Data
Pier Station Upstream= 472.03 Downstream= 472.07
Upstream num= 2
Width Elev Width Elev
4 1000 4 1024
Downstream num= 2
Width Elev Width Elev
4 1000 4 1024
Number of Bridge Coefficient Sets = 1
Low Flow Methods and Data
Energy
Selected Low Flow Methods = Highest Energy Answer
High Flow Method
Energy Only

Additional Bridge Parameters
Add Friction component to Momentum
Do not add Weight component to Momentum
Class B flow critical depth computations use critical depth inside the bridge at the upstream end
Criteria to check for pressure flow = Upstream energy grade line

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: 912
INPUT
Description:

Station Elevation Data num= 393
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
-90.56 1022.01 -84.59 1022.01 -82.7 1022.01 -74.36 1022.01 -58.05 1022 -53.95 1022 -52.95 1022 -51.87 1022 -51.48 1021.73 -50.84 1021.86 -50.57 1021.89 -50.15 1021.95 -50 1021.93 -49.42 1021.9 -45.64 1021.74 -39.63 1021.76 -38.47 1021.81 -38.31 1021.83 -38.19 1021.83 -37.53 1021.87 -37.01 1022 -36.83 1022 -36.02 1022 -35.61 1022 -35.27 1022 -34.13 1021.99 -22.88 1021.84 -12.42 1021.82 -9.13 1021.89 -4.73 1022 -.5 1022.01 1.73 1022.01 7.24 1022 8.48 1022.01 9.69 1022

10.02 1022 10.83 1022 12 1022 12.03 1022 13.84 1022

16.53 1022 18.23 1022.01 18.24 1022.01 21.4 1022.03 21.88 1022.04

22.54 1022.06 32.5 1022.55 40.8 1022.84 41.99 1023 42.76 1023.01

43.3 1023.01 46.45 1023.05 48.83 1023.06 49.15 1023.06 49.51 1023.07

50.09 1023.07 50.58 1023.08 51.64 1023.09 52.23 1023.09 52.51 1023.09

52.65 1023.09 53.17 1023.1 53.51 1023.1 53.66 1023.1 55.56 1023.12

56.06 1023.12 57.81 1023.12 61.94 1023.51 64.83 1023.51 65.58 1023.56

65.94 1023.56 72.78 1024 76.1 1024.03 79.04 1024.04 82.58 1024.07

83.52 1024.08 84.04 1024.08 90.26 1024.11 91.87 1024.11 96.64 1024.13

99.76 1024.14 100.94 1024.14 106.24 1024.51 106.59 1024.54 106.63 1024.54 114 1025 114.76 1025.02 118.22 1025.03 122.01 1025.07 123.25 1025.09 123.8 1025.09 128.09 1025.11 129.15 1025.11 135.19 1025.13 136.03 1025.14 136.35 1025.14 138.84 1025.15 139.78 1025.15 143.37 1025.51 144.53 1025.59 151.61 1026 156.38 1026.03 158.06 1026.04 158.21 1026.04 158.33 1026.04 163.21 1026.05 169.95 1026.07 171.48 1026.07 176.25 1026.08 176.77 1026.08 176.94 1026.08 177.21 1026.08 177.3 1026.08 178.17 1026.08 178.45 1026.08 182.2 1026.52 191.68 1027 195.85 1027 196.05 1027 198.75 1027 198.96 1027 199.1 1027 204.12 1027 211.03 1027 212.2 1027 219.74 1027 221.45 1027 221.92 1027 222.21 1027 222.29 1027 222.32 1027 222.33 1027 226.36 1027.52 226.37 1027.52 232.38 1027.76 238.47 1028 244.62 1027.81 246.06 1027.77 246.83 1027.79 247.9 1027.83 249.8 1027.94 249.98 1027.96 250.53 1028 251.1 1027.72 251.74 1027.41 252.56 1027 253.63 1026.47 254.58 1026 255.54 1025.53 256.64 1025 257.73 1024.46 258.68 1024 260.49 1023.32 261.19 1023 263.11 1022.08 263.27 1022 264.12 1021.59 265.2 1021 276.52 1020.7 303.99 1020 305.98 1019.01 305.99 1019 306 1018.99 308.02 1018 308.03 1018 310.03 1017 310.59 1016.72 312.08 1016 312.3 1015.87 314.17 1015 314.44 1014.86 316.32 1014 317.72 1013.25 318.23 1013 320.03 1012.03 320.11 1012 320.8 1011.64 322.06 1011 323.37 1010.94 325.89 1010.84 332.94 1010.54 332.99 1010.45 335.46 1010.45 336.97 1010.2 338.37 1010 339.25 1009.87 340.53 1009.72 342.56 1009.82 346.94 1009.99 347.22 1010 349.28 1010.19 350 1010.26 350.87 1010.17 352.68 1010 353.04 1009.96 353.96 1009.88 358.91 1009.88 361.99 1009.88 362.5 1009.95 362.86 1010 364.03 1010.16 365.84 1010.45 367.42 1010.56 368.34 1010.6 369.21 1010.65 371.79 1010.64 373.8 1010.68 376.55 1010.71 377.9 1010.72 380.15 1010.74 386.32 1010.83 387.5 1010.83 389.08 1010.85 394.11 1010.93 394.78 1010.94 395.32 1010.95 399.09 1011 399.25 1011 404.69 1011 407.88 1011.01 407.94 1011.01 409.44 1011.01 410.71 1011.01 422.09 1011.08 438.99 1011.15 439.99 1011.07 440.78 1011 442.09 1010.89 443.11 1010.79 445.64 1010.99 445.74 1011 445.89 1011.01 447.54 1011.15 454.12 1011.15 458.01 1011.15 461.2 1011.15 465.8 1011.15 466.65 1011.07 467.07 1011.04 467.42 1011 467.45 1011 467.75 1010.97 467.78 1010.97 467.91 1011 468.26 1011.06 469.56 1011.33 471.84 1011.33 472.56 1011.33 472.84 1011.31 474.39 1011.15 474.53 1011.16 478.57 1011.33 482.53 1011.19 483.6 1011.15 483.94 1011.11 485.17 1011 486.12 1010.91 489.03 1010.65 492.67 1010.97 493 1011 493.02 1011 493.39 1011.03 494.18 1011 494.2 1011 494.4 1010.99 495.51 1010.95 505.8 1010.6 511.7 1010.46 521.47 1010.24 523.54 1010.24 535.52 1010.24 537.74 1010.29 543.05 1010.42 543.69 1010.59 544.9 1011 557.05 1011.52 562.01 1011.73 562.9 1011.77 563.22 1011.79 563.75 1011.81 569.34 1012 570.81 1012.33 573.84 1013 575.8 1013.74 576.39 1014 578.12 1014.75 578.66 1015 580.28 1015.78 580.71 1016 582.35 1016.82 582.72 1017 584.47 1017.83 584.84 1018 586.76 1018.92 586.93 1019

588.96 1019.98 589 1020 592.44 1020.06 656.93 1021 657.17 1021.11 658.94 1022 659.17 1022.11 660.96 1023 661.19 1023.11 662.98 1024 663.21 1024.11 664.85 1025 665.08 1025.11 667.01 1026 667.24 1026.11 669.16 1027 672.06 1027.24 672.95 1027.72 673.47 1028 677.16 1027.96 679.06 1027.94 681.17 1027.95 687.27 1027.99 687.3 1027.99 687.85 1028 691 1027.85 710.14 1027 710.83 1027 711.27 1027 714.35 1027.01 717.27 1027.01 717.63 1027.01 718.51 1027.01 721.27 1027 727.88 1026.84 741.23 1026.53 742.81 1026.49 744.8 1026.44 761.83 1026 762.38 1025.98 773.65 1025.62 794.77 1025 802.4 1024.48 808.37 1024.24 813.34 1024.02 813.73 1024 815.93 1024 818.71 1024 823.81 1024 824.6 1024 826.05 1024 828.74 1024 829.41 1024 831.37 1024 832.98 1024 838.79 1024 842.16 1023.08 842.43 1023 844.15 1022.62 845.32 1022.4 845.75 1022.33 845.92 1022 846.4 1022.21 846.47 1022.21 847.4 1022.27 847.75 1022.83 848.98 1022.04 849.13 1022.06 849.4 1022.09 850.62 1022.26 856.07 1023 856.76 1022.99 857.52 1023 858.07 1023 858.27 1023.02 859.09 1023 859.57 1023 859.82 1023 860.04 1023.03 862.19 1023.31 864.64 1023.33 870.41 1023.35 880.52 1023.19 893.04 1023.18 893.76 1023.17 893.95 1023.16 905 1023.68 905.01 1023.68 905.19 1023.67 905.36 1023.67 905.54 1023.67 905.72 1023.67 905.91 1023.67 906.1 1023.67 906.31 1023.67 906.52 1023.67 906.92 1023.67 909.44 1023.67
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
-90.56 .042 251.1 .035 672.95 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 251.1 672.95 267.2 267.2 267.2 .3 .5
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
-90.86 224.7 1032.69 F
680.4 916.97 1033.17 F
Skew Angle = 7.71

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: 642
INPUT
Description:

Station Elevation Data num= 290
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
-214.59 1022 -47.94 1022 170.16 1022 173.79 1021.71 175 1021.59 175.81 1021.51 180.19 1021.04 180.61 1021 180.78 1020.98 182.1 1020.7 184.25 1020.6 184.48 1020.58 186.47 1020.37 186.79 1020.35 191.33 1020 191.56 1019.98 192.2 1019.93 193.03 1019.89 198.23 1019.41 199.17 1019.33 200.07 1019.23 200.71 1019.17 201.45 1019.1 202.16 1019.03 202.26 1019.02 202.41 1019 202.45 1018.99 203.74 1018.81 205.83 1018.4 207.89 1018 209.26 1017.73 212.33 1017 215.43 1016.25 216.44 1016.01 216.86 1015.91 218.7 1015.48 220.26 1015 222.58 1014.29 223.53 1014 226.63 1013.05 226.8 1013 228.29 1012.54 228.31 1012.54 228.35 1012.53 228.67 1012.46 230.78 1012 232.6 1011.6 235.32 1011 236.84 1010.66 237.79 1010.45 239.72 1010.14 240.59 1010 240.75 1009.98 241.22 1009.91 241.38 1009.91 241.8 1009.91 242.18 1009.91 242.52 1009.91 244.22 1009.91 245.97 1009.91 247.39 1009.91 247.67 1009.91 253.49 1009.91 277.22 1009.91 285.41 1009.91 293.29 1009.91 293.35 1009.91 293.53 1009.91 293.86 1009.91 293.98 1009.91 294.19 1009.91 295.17 1009.91 295.29 1009.91 295.77 1009.91 295.85 1009.91 296.05 1009.93 296.68 1010 297 1010.03 297.3 1010.07 298.46 1010.07 299.15 1010.07 300.22 1010.07 300.6 1010.07 301.35 1010.07 302.05 1010.07 302.82 1010.07 310.4 1010.09 313.46 1010.1 314.39 1010.1 317.49 1010.11 317.98 1010.11 318.6 1010.11 319.31 1010.11 320.33 1010.15 323.27 1010.16 326.05 1010.17 328.63 1010.19 331.45 1010.2 334.06 1010.18 350.14 1010.27 352.42 1010.27 380.61 1010.62 382.73 1010.61 383.12 1010.5 384.18 1010.01 384.2 1010 384.43 1009.94 385.63 1009.94 386.26 1009.94 386.73 1009.94 387.18 1009.94 389.5 1009.94 389.92 1009.94 390.24 1009.98 390.39 1010 390.62 1010 392.24 1010.21 394.65 1010.51 395.78 1010.64 400.17 1010.99 400.23 1011 401.45 1011.08 402.89 1011.3 406.23 1011.33 409.05 1011.27 409.51 1011.18 410.39 1011 412.05 1010.68 413.14 1010.45 415.69 1010.43 416.94 1010.46 423.19 1010.79 424.97 1010.79 429.87 1010.97 431.42 1011 431.61 1011 432.17 1011.06 436.72 1011.55 439.35 1011.78 441 1011.91 441.08 1011.95 441.19 1012 442.9 1012.81 443.29 1013 443.73 1013.21 445.03 1014 445.13 1014.06 445.35 1014.19 447.2 1014.12 447.53 1014.12 452.06 1014.29 453.73 1014.35 455.74 1014.33 457.01 1014.36 457.85 1014.37 458.55 1014.38 460.08 1014.4 460.21 1014.4 462.19 1014.44 465.31 1014.7 468.46 1014.67 472.52 1014.34 473.27 1014.17 474.09 1014.13 476.22 1014.29 479.64 1014.55 483.46 1014.84 487.64 1014.66 494.61 1014.37 496.08 1014.42

498.39 1014.51 503.21 1014.47 513.66 1014.38 517.61 1014.35 520.81 1014.33 522.37 1014.25 527.4 1014 530.89 1013.83 536.42 1013.55 541.35 1013.34 543.4 1013.24 547.78 1013.01 547.9 1013.01 548.12 1013 558.57 1012.62 559.26 1012.64 561.43 1012.43 561.44 1012.43 561.47 1012.43 561.49 1012.44 564.07 1012.32 565.54 1012.24 566.38 1012.16 567.74 1012 570.91 1011.6 571.38 1011.44 572.67 1011.14 573.71 1011 589.9 1011 607.89 1011 608.02 1011.53 608.27 1012.97 608.73 1014 609.27 1014 610.78 1014.73 611.33 1015 612.85 1015.75 613.35 1016 614.91 1016.77 615.38 1017 616.98 1017.79 617.4 1018 619.04 1018.81 619.42 1019 622.85 1019.85 623.46 1020 625.23 1020.87 625.49 1021 626.02 1021.27 627.51 1022 629.93 1022.02 633.13 1022.03 636.92 1022.01 638.13 1022.01 638.8 1022 639.13 1022 639.16 1022 639.18 1022 639.41 1022 641.19 1022 645.24 1021.99 647.06 1022 647.59 1021.99 648.03 1021.99 648.72 1021.99 649.35 1022 649.99 1022 654.14 1022 665.15 1022 665.37 1022 668.01 1021.97 675.28 1022 675.92 1022 676.25 1022 676.37 1022 676.87 1022 676.96 1022 678.76 1021.97 679.58 1021.95 683.35 1021.85 686.85 1021.77 702.71 1021.34 714.87 1021 715.28 1021 715.34 1021 715.55 1021.02 723.38 1021.31 728.01 1021.42 728.03 1021.42 729.09 1021 730.21 1020.56 731.07 1020.53 731.97 1020.47 731.98 1020.47 738.32 1020.03 738.94 1020 739.48 1020 740.05 1019.98 741.12 1019.97 741.65 1019.96 743.16 1019.94 744.27 1019.96 744.73 1019.97 745.35 1019.96 747.09 1019.95 747.4 1019.94 748.87 1019.92 752.42 1019.83 752.67 1019.82 753.14 1019.44 753.7 1019.28 753.71 1019.3 753.72 1019.35 753.93 1019.35 759.16 1019.12 761.03 1019.04 761.94 1019.07 767.54 1019.2 779.09 1019.25 785.41 1019.25 Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
-214.59 .042 170.16 .035 629.93 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 170.16 629.93 298.19 298.19 298.19 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
-214.59 126.31 1027.05 F
654.9 785.41 1026.09 F

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: 343
INPUT
Description:

Station Elevation Data num= 236
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 1017 72.95 1017.46 78.66 1017.61 82.22 1017.75 84.24 1017.64

84.73 1017.62 85.38 1018 87.81 1018 116.51 1019 125.91 1019.1 126.43 1019.11 131.93 1019.47 133.9 1019.32 135.41 1019.35 142.1 1019.91 143.46 1020 144.26 1020 153.86 1020.4 154.18 1020.41 154.44 1020.42 171.05 1021 171.28 1021 175.17 1021.43 179.27 1021.27 181.79 1021.73 222.54 1021.73 225.06 1021.87 234.86 1022.01 237.33 1022.01 241.5 1022 241.88 1022 247.97 1022 249.43 1022.01 258.11 1022.01 259.41 1022.01 261.23 1022 268.23 1022 268.8 1022 269.83 1022 271.02 1021.97 272.17 1021.96 272.39 1021.73 274.58 1021.73 277.67 1021.73 278.79 1021.87 280.41 1021.7 280.9 1021.57 283.99 1020.75 285.6 1020.06 286.3 1020.06 297.16 1020.24 298.98 1020 299.3 1020 300.6 1020.04 306.32 1019.59 308.13 1019 309.13 1019 311.74 1019 312.41 1018.2 314.23 1018 317.45 1017.65 318.55 1017.53 318.82 1017.58 320.79 1017.15 323.97 1016.23 324.93 1015.35 329.63 1014.86 330.86 1014.16 333.02 1014.28 333.94 1014.09 334.62 1013.91 335.19 1013 339.16 1013 340.76 1012.88 344.11 1012.33 346.66 1012.33 348.3 1012.35 349.49 1012.35 351.7 1012.21 353.81 1011.94 360.96 1012 361.32 1012 362.65 1012 371.42 1011.94 371.54 1011.51 375.76 1011.41 375.81 1011.41 381.52 1011.16 383.05 1010.93 383.75 1010.93 384.29 1010.8 386.24 1010.79 386.85 1010.8 387.76 1010.8 388.27 1010.85 388.71 1010.87 391.49 1011 393.48 1011 395.85 1011 396.13 1011 400.19 1011.01 400.63 1011.01 401.46 1011.03 404.92 1010.77 405.51 1010.79 406.76 1010.97 407.99 1010.94 408.52 1010.95 432.39 1010.6 437.75 1010.52 438.92 1010.46 440.09 1010.4 448.27 1010.35 451.1 1010.21 454.11 1010.28 455.12 1010.28 455.97 1010.27 456.05 1010.25 456.78 1010.19 457.98 1010.12 458.31 1010.07 458.61 1010.06 458.73 1009.91 459.06 1009.91 462.13 1009.91 462.54 1009.91 463 1009.91 549.44 1009.91 555.44 1009.91 560.45 1009.91 565.73 1009.91 565.84 1009.91 566.12 1009.91 566.58 1009.91 568.6 1010 573.28 1010.17 574.19 1010.19 575.41 1010.28 577.65 1010.25 578.32 1010.27 581.59 1010.18 581.83 1010.2 584.91 1010.16 585.71 1010.15 586.13 1009.94 587.46 1009.94 588.2 1009.94 590.28 1009.94 591.46 1009.89 591.63 1009.94 591.79 1010.37 594.46 1010.72 595.97 1010.69 597.17 1010.97 597.4 1010.97

602.71 1011 604.58 1010.96 605.58 1010.77 606.66 1011.14 607.81 1011.12 608.74 1011.05 609.78 1011.13 609.89 1011.13 621.18 1011.29 621.61 1011.27 622.43 1011.14 623.63 1011.14 626.04 1011.22 626.8 1011.12 632.08 1011.02 633.43 1011.02 649.2 1011.07 653.14 1011.11 660.66 1011.15 662.35 1011.14 662.55 1011 663.42 1011 668.44 1011.88 668.96 1012.5 669.36 1012.5 671.22 1013.21 672.41 1013.21 672.7 1013 675.66 1015.73 675.68 1015.73 677.7 1014.71 678.53 1015.18 679.16 1016 681.39 1016 681.52 1016 681.76 1016.92 683.63 1017.21 684.67 1017.72 685.25 1018 686.48 1018 687.06 1019.02 688.67 1019.02 689.37 1019.26 690.06 1019.26 690.7 1019.18 692.77 1019.3 695.36 1019.3 707.2 1019.29 711.8 1019.29 717.21 1020.88 717.74 1020.88 725.17 1021 725.56 1021.15 726.46 1021.28 731.55 1021.31 737.04 1021.44 741.13 1021.36 742.15 1021.36 742.32 1021.35 742.51 1021.35 742.75 1021.35 744.54 1021.23 747.6 1021 749.23 1021 766.87 1021 766.92 1020.85 767.4 1021.07 772.54 1021.07 772.98 1021.11 773.18 1021.1 773.5 1021.1 775.11 1021.08 789.26 1020.59 810.4 1020.37 820.06 1020.09 825.82 1020.09 838.78 1020.08 842.45 1020.08 851.91 1019.81 860.9 1019.52 861.44 1019.52
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .042 280.9 .035 717.21 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 280.9 717.21 358.82 358.82 358.82 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
0 243.81 1023.12 F
723.66 861.44 1022.63 F

CROSS SECTION
RIVER: Murrieta Creek
REACH: Main - EC RS: -16
INPUT
Description:

Station Elevation Data num= 199
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 1021.2 23.3 1021.2 23.98 1021.2 24.99 1021.2 28.09 1021.23

28.83 1021.23 29.6 1020.82 29.87 1020.82 32.01 1020.81 34.9 1020.76

38.77 1020.69 43 1020.66 48.22 1020.27 49.32 1020.27 49.72 1020

52.19 1019.5 54.64 1018.77 56.58 1018.64 56.94 1018.6 57.87 1018.47

58.5 1018.18 58.78 1018 60.33 1018 61.36 1017 63.23 1016.34

64.21 1015.41 65.95 1015.08 66.82 1015.08 67.2 1015.08 67.34 1015.02

73.07 1014.1 73.71 1013.66 76.52 1013.42 79.71 1013.35 79.89 1013

82.04 1012 84.71 1012 89.2 1011.06 89.53 1011 89.58 1010.99

93.65 1009 96.28 1009 99.24 1008.82 103.84 1008.87 104.47 1008.87 105.84 1009.17 107.77 1009.18 109.29 1009.28 119.66 1009.28 126.45 1009.28 127.77 1009.45 130.56 1009.29 142.95 1009.11 146.43 1009.5 150.02 1009.53 156.47 1009.35 160.06 1009.18 166.98 1009 168.14 1008.94 169.18 1008.94 169.85 1008.97 170.56 1008.97 176.24 1009 178.42 1009.01 179.98 1009.01 184.16 1009.01 193.74 1009 194.48 1008.99 194.76 1008.99 195.03 1009 201.75 1009 203.73 1009 211.1 1008.99 211.67 1008.99 212.12 1009 218.68 1009 221.15 1009 224.25 1009 230.67 1009.01 236.68 1009.01 238.71 1009.01 239.69 1009.01 249.8 1009.02 254.22 1009.11 266.04 1009.11 268.61 1009.02 268.85 1009.02 269.32 1009.03 272.91 1008.94 273.73 1008.84 274.55 1009.29 275.62 1009.32 275.84 1009.21 275.97 1009.23 276.34 1009.24 277.39 1009.26 278.14 1009.25 286.34 1009.11 289.64 1009.11 303.2 1009.03 310.17 1009.1 310.31 1009.11 311.37 1009.08 312.29 1008.91 313.48 1008.87 316.15 1008.79 322.07 1008.78 325.47 1008.98 325.8 1009.02 327.69 1009.13 329.07 1009.29 337.32 1009.14 345.01 1009.32 353.24 1009.79 353.91 1009.82 355.13 1010.13 355.47 1010.13 355.96 1010.5 362.95 1010.5 368.03 1010.41 370.98 1010.44 377.09 1010.22 379.66 1010.11 379.78 1010.07 382.51 1010.3 383.65 1010.3 385.65 1010 397.12 1010 401.12 1009.45 403.87 1009 416.28 1008.95 417.27 1008.94 417.72 1008.94 417.99 1008.94 418.28 1009 420.34 1009.41 423.14 1010 424.67 1010 425.42 1010.48 428.6 1010.69 432.8 1011.2 436.98 1011.67 442.78 1011.74 447.1 1011.75 452.85 1011.76 453.5 1012 454.36 1012.08 457 1012.33 458 1012.42 460.1 1012.98 461.24 1013.01 461.71 1013.54 462.26 1013.61 465.35 1013.88 465.51 1014 465.79 1014.68 469.25 1014.87 471.75 1015 471.84 1015 472.08 1016.18 472.77 1017 473.1 1017.06 475.41 1017.52 475.71 1017.53 475.8 1017.16 478.21 1017.47 482.86 1017.47 484.16 1017.47 484.33 1017.47 485.73 1017.47 486.06 1017.47 491.09 1017.48 500 1017.85 500.31 1017.86 503.38 1017.91 504.51 1017.94 506.38 1017.99 506.57 1018 507.79 1018.15 513.95 1018.24 521.65 1018.32 522.95 1018.34 524.02 1018.2 527.83 1018.22 529.54 1018.47 530.81 1018.53 536.12 1018.76 541.7 1018.82 546.69 1018.87 547.98 1018.97

548.65 1019 549.34 1019 551.54 1019.1 553.95 1019 555.27 1019 555.95 1019 566.72 1019 578.1 1019 585.94 1019
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .042 29.6 .035 513.95 .042
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.