HomeMy WebLinkAboutSDP200800004 CalculationsFROM TO Materlol
DRAINAGE
AREA
oass
RUNOFF
COEF.
C
INC.
CA
acres
ACC.
CA
ocros
I
M
NC. 'Q
r cfs )
ACC. "Q'
of@)
PIPE
DIX
I (in
SLOPE
ft ft N
MAX. V
cfs
Velocity
ft /
LENGTH
OF RUN
ft
INV.
UPPER
ft
INV.
LOWER
ft
UPPER
TOP
ft
P51 P50 HDPE 0.38 0.68 0.24 0.24 8.81 1 1.63 1.63 15 0.1980 0.010 37.37 15.36 47.98 473.00 463.50 476.
P50 P49 HDPE 0.11 0.54 0.06 0.30 6.81 0,41 2.04 15 0.0055 0.010 6.24 4.58 90.44 483.00 48250 7.
P49 P481 HOPE 1 0.25 0.39 0.10 0.40 6.81 0.68 272 15 0.0726 0.D10 22.62 1249 35.83 48230 459.70 7.
P48 S40 HDPE 1 0.92 0.47 0.43 0.83 6.81 293 5.65 15 0.0065 0.010 6.76 6.18 13.87 459,50 459.41 3.
P47 E46 HOPE 0.37 0.88 0.25 0.25 6.81 1.71 1.71 15 0.0058 0.010 6.26 4.36 101110 473,00 47240 76.
P46 P45 HOPE 0.16 0.86 0.14 0.39 6.81 0.95 286 15 0.1648 0.010 34.07 18.53 74.10 47220 480.00 1.6
P44 P43 HOPE 0.64 0.72 0.48 0.46 6.81 3,13 3.13 15 0.0162 0.010 10.68 7.58 43.27 466.50 465.80 727
P43 P42 HOPE 0.94 0.72 0.68 1.14 6.81 4.63 7.76 15 0.1150 0.010 2 &48 23.20 45.14 459.94 454.75 72.
P41 P401 HDPE 0.57 0.70 0.40 0.40 8.81 272 272 15 0.1835 0.010 33.85 18.81 47.72 54 &00 540.20 2.
P40 P391 HOPE 0.12 0.44 0.05 0.45 6.81 0.34 3.06 1 15 0.0253 0.010 13.36 86 110.62 540.00 537.20 547.1
P39 P3al HDPE 1 0.23 0.72 0.17 0.82 6.81 1.16 4.22 1 15 10.1643 0.0101 34.04 27.74 84.59 1537.00 523.10 22
P38 P36 HOPE 0.15 0.87 0.10 0.72 6.81 0.68 4.90 15 10,0113 0.010 93 7.27 81.83 1522.90 522.201529.2
P37 P38 HOPE 1 0.98 0,51 10.50 0.50 6.61 3.41 41 15 1 0.0198 0.010 11.82 34 136.29 1525.00 52230
P38 P35 HOPE 0.45 0.73 0.33 1.55 6.61 225 10.60 18 0.0111 0.010 14.39 14 153.22 52200 520.30
P35 P33 HOPE 0.71 0.n 0.55 210 6.81 3.70 14.30 18 0.0141 0.010 16.21 9.18 91.98 519.90 51 &60 M524.P34 P33 HOPE 1.37 0.70 0.96 0.96 6.81 6.54 6.54 18 0.0200 0.010 19.31 10.93 69.85 520.00 51 &60
PM 3V HDPE 0.00 0.3.8.81 0.20.16 0.0.010 1 .9 08 514.74
P32A P32 HDPE 0.00 0.00 0.00 0.00 6.81 0.00 20.80 18 0.0483 0.010 30.01 16.98 102 32 514.54 50 9.60
P32 P31 HOPE O.D9 0.78 0.07 113 6.81 0.48 21.30 18 0.1088 0.010 45.04 25.49 174.66 50&00 489.00 515.7
P31 P30 HOPE 1.05 0.61 0.64 3.77 6.81 4.36 25.70 24 0.0099 0.010 29.26 9.31 66.98 48&50 487.90 9&
P30 P29 HOPE 0.13 0.71 0.09 3.86 6.81 0.61 26.30 24 0.0098 0.010 28.81 9.17 135.82 487.00 485.70 96.
P29 P28 HOPE 0.16 0.62 0.10 3.96 6.81 0.68 27.00 24 0.0095 0.010 2 &65 10.32 115.88 485.20 484.10 494.91
P28 P17 HOPE 0.35 0.86 0.30 4.28 6.81 204 29.00 24 0.0185 0.010 40.05 13.74 8200 483.80 46245 93.7
P27 P26 HOPE 0.36 0.42 0.15 0.15 6.81 1.02 1.D2 15 0.0421 0.010 17.24 7.74 99.88 51200 507.80 515.
P26 P25 HDPE 0.38 0.41 0.16 0.31 6.81 1.09 211 15 0.0407 0.010 16.94 9.39 7 &63 507.60 504.40 511.10
P25 P241 HDPE 1 0.25 0.43 0.11 0.42 6.81 0.75 2.86 15 0.0283 0.010 14.13 98 60.02 504.20 50250 7.7
P24 P21 HOPE 0.32 0.45 0.14 0.56 6.81 0.95 3,81 15 0.0488 0.010 18.16 11.68 59.87 502.30 499.50
P23 P22 HOPE 0.08 0.57 0.03 0.03 6.81 0.21 0.21 15 0.0075 0.010 7.26 271 80.24 500.40 499.80 7
P22 P21 HOPE 0.07 0.62 0.04 0.07 8.81 0.27 0.48 15 0.0050 0.010 5.91 297 80.58 499.80 499.30 503.1 DI
P21 P20 HOPE 1.50 0.45 0.68 1.31 6.81 4.63 8.92 18 0.1305 0.010 49.33 21.06 66.67 499.10 490.40 2.
P20 P17 HOPE 0.04 0.35 0.01 1.32 6.81 0.07 8.99 18 0.0054 0.010 10.06 6.42 81.05 487.70 487.26 94.5
P19 P/8 HOPE 0.62 0.87 0.42 0.42 6.81 2.88 288 15 0.0391 0.010 16.80 10.11 170.49 497.05 490.39 501.7
P18 P17 HOPE 0.51 0.79 0.40 0.82 6.272 5.58 15 0.0611 0.010 20.76 14.34 40.08 490.14 487.69 95.
P17 P15 HDPE 0.24 0.81 0.19 6.59 6.81 1.32 44.90 24 0.0588 0.010 71.30 23.69 154.82 480,10 471.00 926
P16 P15 HOPE 0.64 0.86 0.42 0.42 6.81 2.86 2.86 15 0.0540 0.010 19.52 11.41 72.19 475.60 471.70 471154
P15 P14 HDPE 0.05 0.84 0.04 7.05 6.81 0.27 100 30 100.88 20.00 5&66 469.50 467.40 76.3
P14 P13 HDPE 0.10 0.85 0.07 7.12 6.81 0.47 48.50 10-21112123610.0139 0.010 10238 6.48 2 &70 488.90 488.50 47261
P13 S3 HDPE 0.76 0.72 0.55 7.67 6,81 3.75 5220 38 0.0149 0.010 105.57 8.94 33.68 14 465.80 47261
S3 S2 10.78 OFFSITE FLOW- SEE PHASE 111 ROAD PLANS FOR LUXOR SUBDIVISION PLAN BY OTHERS
S2 P12 HDPE 0.33 0.72 0.24 1&4316.81 1 1.53 125.50 38 10.0249 0.010 160.00 19.67 105.36 48282 460.00 74.5
P12 P11 HDPE 0.19 0.71 0.13 M561 6.81 1 0.89 126.40 36 10.0537 0.010 200.99 29.08 65.13 456.30 452.80 488.41
P11 P10 HDPE 0.41 0.73 0.30 1 &86 6.61 205 128.40 36 10,0190 0.010 1140.88 '19.93 96.68 443.84 441.85 5&
P9 P8 HDPE 0.27 0.69 0.19 0.19 6.81 1.29 1.29 15 0.0102 0.010 49 4.98 46.03 441.27 440.80 44&251
P8 P7 HDPE 0.14 0.79 0.11 0.30 6.81 0.75 2.04 15 0.0708 0.010 2235 11.33 64.96 440.60 436.00 7.9
PT P5 HDPE 0.56 0.79 0.44 0.44 6.81 3.00 100 15 0.2009 0.010 37.64 1 &41 5222 427.99 417.50
HOPE 0.41 0.45 0.18 018 6.81 1.23 1.23 15 0.0203 O.Q10 98 9.75 90.05 51200 510.17 515.
a P2 HDPE 0.53 0.39 021 0.39 8.81 1.43 2.68 15 0.0922 0.012 21.25 17.31 119.42 505.10 494.09 13.
P1 HOPE 0.61 0.86 0.52 1 0.91 16.B11 3.54 1 6.20 15 D.D61310.0101 20.79 16.94 84.98 483.98 480.00 502.
STORM WATER INLET COMPUTATIONS
Local Total Total S Sx Total
DRAINAGE R tional Bypassed Flow To GUTTER CROSS T 0 Corryover
LENGTH AREA CA I Flow Flow Inlet SLOPE SLOPE SPREAD W Sw (.116) INTFRtFPiFn rl... a
w nroco rug .•- - -
1 STORM SEWER DESIGN COMPUTATIONS
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FROM TO Mate"
DRAINAGE
AREA
acres
RUNOFF
COEF.
C
INC.
CA
acres
ACC.
CA
ocres
I
In r
NC. "Q
cfs )
ACC. V
cfs)
PIPE
DIA.
in
SLOPE
Wit)N
MAX 'Q"
cfs
Velocity
We)
LENGTH
OF RUN
ft
INV.
UPPER
ft
INV.
LOWER
ft
UPPER
TOP
ft
P51 P501 HOPE 0.36 0.68 0.24 0.24 6.81 1.63 1.63 15 0.1980 0.010 37.37 15.38 47.98 473.00 463.50 76.
P50 P491 HOPE 0.11 0.54 0.06 0.30 6.81 0.41 2.D4 15 0.0055 0.010 6.24 4.58 90.44 463.00 482.50 7.0
P49 P481 HOPE 0.25 0.39 0.10 0.40 6.81 0.68 2.72 15 0.0726 0.010 22,62 12.49 35.83 482.30 459.70 7.
P48 S401 HOPE 0.92 0.47 0.43 0.83 6.81 2.93 5.65 15 0.0065 0.010 6.76 6.18 13.87 459.50 459.41 3.
P47 P461 HOPE 1 0.37 0.68 0.25 0.25 6.81 1.71 1.71 f 15 0.0056 0.010 6.26 4.36 108.10 1473.00 472.40 476.
P46 P451 HOPE 1 0.16 0.86 0.14 0.39 6.81 0.95 2.66 1 15 0.1646 0.010 34.07 16.53 74.10 47220 460.00 481.631
P44 P4.31 HOPE 1 0.64 0.72 0.46 0.46 6.81 3.13 3.13 15 0.0162 0.010 10.68 7.58 43.27 466.50 465.80 72.7
P43 P421 HOPE 1 0.94 0.72 0.68 1.14 6.81 4.63 7.76 15 0.1150 0.010 21148 23.20 45.14 459.94 454.75 72.
P41 P401 HOPE 1 0.57 0.70 0.40 0.40 6.81 2.72 2.72 15 0.1635 0.010 33.95 16.61 47.72 548.00 540.20 2.
P40 P391 HOPE 1 0.12 0.44 0.05 0.45 6.81 ON 3.06 15 0.0253 0.010 13.36 8.86 110.62 540.00 537.20 547.1
P39 P351 HOPE 1 0.23 0.72 0.17 0.62 6.811 1.16 4.22 15 10.1643 0.010 34.04 27.74 84.59 537.00 523.10 2.2
P38 P36 HOPE 0.15 0.67 0.10 0.72 6.81 0.68 4.90 15 0.0113 0.010 8.93 7.27 61.83 52290 522.20 29.2
P37 P361 HOPE 1 0.98 0.51 1 0.50 0.50 6.81 3.41 3.41 15 0.0198 0,010 11.82 8.34 136.29 525.00 522.30 3
P36 P35 HOPE 0.45 0.73 0.33 1.55 8.81 2.25 10.60 18 0.0111 0,010 14.39 8.14 153.22 522.00 520.30 27.
P35 P33 HOPE 0.71 0.77 0.55 2.10 6.81 3.70 14.30 18 0.0141 0,010 16.21 9.18 91.98 519.90 518.60 25.2
P34 P33 HOPE 1.37 0.70 0.96 0.96 6.81 6.54 6.54 18 0.0200 0.010 19.31 10.93 69.85 520.00 518.60 25.
33 3 HDPE 0.00 0.00 3.06 6.81 0.00 20.80 18 0.0.010 30.01 16.8 25.08 515.30 14.74 25.8
P32A P32 HDPE 0.00 0.00 0.00 0.00 6.81 0.00 20.80 18 0.0483 0.010 30.01 16.98 102.32 514.54 509.60 24.
P32 P31 HDPE 0.09 0.78 0.07 3.13 6.81 0.48 21.30 18 0.1088 0.010 45.04 25.49 174.66 508.00 489.00 515.70
P31 P30 HDPE 1.05 0.61 0.64 3.77 6.81 4.36 25.70 24 0.0099 0.010 29.26 9.31 66.98 48&50 487.90 98
P30 P29 HDPE 0.13 0.71 0.09 3.86 6.81 0.61 26.30 24 0.0096 0.010 28.81 9.17 135.82 487.00 485.70 96.
P29 P28 HDPE 0.16 0.62 0.10 3.96 6.81 0.68 27,00 24 0.0095 0.010 2 &65 10.32 115.88 485.20 484.10 494.91
P28 P17 HDPE 0.35 0.86 0.30 4.26 6.81 2D4 29.00 24 0.0185 0.010 40.05 13.74 6200 483.60 482.45 93.7
P27 P26 HDPE 0.36 0.42 0.15 0.15 6.81 1.02 1.02 15 0.0421 0.010 17.24 7.74 99.66 512.00 507.80 515.
P26 P25 HDPE 0.38 0.41 0.16 0.31 6.81 1.09 2.11 15 0.0407 0.010 16.94 9.39 78.63 507.60 504.40 511.10
P25 P24 HDPE 0.25 0.43 0.11 0.42 6.81 0.75 2.86 15 0.0283 0.010 14.13 98 60.02 504.20 502.50 7.7
P24 P21 HDPE 0.32 0.45 0.14 0.56 5.81 0.95 3.81 15 0.0468 0.010 18.16 11.68 59.87 502.30 499.50 5.
P23 P22 HDPE 0.06 0.57 0.03 0.03 6.81 051 0.21 15 0.0075 0.0101 7.26 2.71 80.24 500.40 499.80 503.7
P22 P21 HOPE 0.07 0.62 0.04 0.07 6.81 0.27 0.48 15 0.0050 0.010 5.91 2.97 60.58 1499.60 499.30 503.1
P21 P201 HDPE 1 1.50 0.45 0.68 1.31 6.81 4.63 8.92 18 0.1305 0.010 49.33 21.06 66.67 1499.10 490.40 502.
P20 P171 HOPE 1 0.04 0.35 0.01 1.32 6.81 0.07 8.99 18 0.0054 0.01D 10.06 6.42 81.05 1487.70 487.26 494.57
P19 P18 HDPE 1 0.62 0.67 0.42 0.42 6.81 2.86 2.88 15 0.0391 0.010 16.60 10.11 170.49 497.05 490.39 501.7
P18 P17 HDPE 0.51 0.79 0.40 0.82 6.81 2.72 5.58 15 0.0611 0.010 20.76 14.34 40.08 490.14 487.69 95.0
P17 P15 HDPE 0.24 0.81 0.19 6.59 6.81 1.32 44.90 24 0.0588 0.010 71.30 23.69 154.82 480.10 471.00 92.6
P16 P15 HDPE 0.64 0.66 0.42 0.42 6.81 2.86 2.86 15 0.0540 0.010 19.52 11.41 72.19 475.60 471,70 7 &6
P15 P14 HOPE 0.05 0.84 0.04 7.05 6.81 0.27 4&00 30 0.0358 0.010 100.88 20.00 58.66 469.50 467.40 76.3
P14 P13 HDPE 0.10 0.65 0.07 7.12 6.81 0.47 48.50 36 0.0139 0.010 102.36 6.46 2 &70 466.90 486.50 472.61
P13 S3 HDPE 0.75 0.72 0.55 7.67 6.81 3.75 52.20 36 0.0149 0.010 105.67 6.94 33.86 486.30 465.80 472.61
S3 S2 10 .76 OFFSITE FLOW- SEE PHASE III ROAD PLANS FOR LUXOR SUBDIVISION-PLAN BY OTHERS
S2 P12 HDPE 0.33 0.72 0.24 1 &43 6.81 1.63 125.50 36 0.0249 0.010 160.00 19.67 105.36 462.62 460.00 74.5
P12 P111 HOPE 0.19 0.71 0.13 1 &56 6.81 0.89 1126.40 36 0.0537 0.010 200.99 •29.08 85.13 456.30 452.80 466.41
P11 P10 HDPE 0.41 0.73 0.30 1 &86 6.81 205 1128.40 36 0.0190 0.010 140.88 ;19.93 96.68 443.84 441.85 58.
P9 P8 HDPE 0.27 0.69 0.19 0.19 6.81 1.29 1.29 15 0.0102 0.010 8.49 4.98 46.03 441.27 440.80 2
P8 P7 HDPE 0.14 0.79 0.11 0.30 6.81 0.75 2.04 15 0.0708 0.010 2235 11.33 64.96 440.60 436.00 7.9
PB P5 HDPE 0.58 0.79 0.44 0.44 6.81 3.00 3.00 15 0.2009 0.010 37.64 1 &41 52.22 427.99 417.50 39.
P4 P3 HDPE 0.41 0.45 0.18 018 6.61 1.23 1.23 15 0.0203 0.010 11.98 9.75 90.05 512.00 510.17 515.
P3 72 HDPE 0.53 0.39 0.21 0.39 8.81 1.43 2.66 15 0.0922 0.012 21.25 17.31 119.42 505.10 494.09 13.
P2 P1 HDPE 0.61 0.86 0.52 0.91 6.81 3.54 6.20 15 0.0613 0.010 20.79 16.94 64.96 483.98 480.00 2.
STORM WATER INLET COMPUTATIONS
Local Total Total S Sx
DRAINAGE Rational Bypassed Flow To GUTTER CROSS
LENGTH AREA CA I Flow I Flow Inlet SLOPE SLOPE
Q " _ CarryoverWGv (IfI 1l TFTiroYo ...
STORM SEWER DESIGN COMPUTATIONS
r
v
NN
to
n
0
a
C
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p
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n cn n n n n 1) fn n n n Cn Cn Cn Cn n n Cn n n n n Cn cn 1 i
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D O N N N N N N W A A 41 J A Ui O
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RUNOFF
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ft ft N
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ft /9)
LENGTH
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ft
INV.
UPPER
ft
INV.
LOWER
ft
UPPER
TOP
ft
P51 P50 HOPE 0.36 0.68 0.24 0.24 6.81 1.63 1.63 15 0.1980 0.010 37.37 15.36 47.98 473.00 463.50 76.
P50 P49 HOPE 0.11 0.54 0.06 0.30 6.81 0.41 2.04 15 0.0055 0.010 6.24 4.58 90.44 463.00 462.50 7.0
P49 P48 HOPE 0.25 0.39 0.10 0.40 6.81 0.68 272 15 0.0726 0.010 22.62 1249 35.83 48230 459.70 7.
P48 S40 HOPE 0.92 0.47 0.43 0.83 6.81 293 5.65 15 0.0065 0.010 6.76 6.18 13.87 459.50 459.41 3.
P47 P46 HOPE 0.37 0.68 0.25 0.25 6.81 1.71 1.71 15 0.0056 0.010 6.26 4.36 106.10 473.00 47240 76.
P46 P45 HOPE 0.16 0.86 0.14 0.39 6.81 0.95 266 15 0.1646 0.010 34.07 16.53 74.10 47220 460.00 481.631
P44 P431 HOPE 0.64 0.72 0.46 0.46 6.81 3.13 3.13 15 0.0162 0.0101 10.68 7.58 43.27 466.50 465.80 727
P43 P42 HOPE 0.94 0.72 0.68 1.14 6.81 4.63 7.76 15 0.1150 0.010 28.48 23.20 45.14 459.94 454.75 72.
P41 P40 HOPE 0.57 0.70 0.40 0.40 6.81 2.72 2.72 15 0.1635 0.010 33.95 16.61 47.72 54&00 540.20 2.
P40 P39 HOPE 0.12 0.44 0.05 0.45 6.81 0.34 3.06 15 0.0253 0.010 13.36 8.86 110.62 540.00 537.20 547.1
P39 P38 HOPE 0.23 0.72 0.17 0.62 6.81 1.16 4.22 15 0.1643 0.010 34.04 27.74 64.59 537.00 523.10 2.
P38 P36 HOPE 0.15 0.67 0.10 0.72 6.81 0.68 4.90 15 0.0113 0.010 93 7.27 61.83 522.90 522.20 29.2
P37 P36 HD PE 0.98 0.51 0.50 0.50 6.81 3.41 3.41 15 0.0198 0.010 11.82 8.34 136.29 525.00 52230 3
P36 P35 HOPE 0.45 0.73 0.33 1.55 5.81 225 10.60 18 0.0111 0.010 14.39 6.14 153.22 52200 520.30 27.
P35 P33 HOPE 0.71 0.77 0.55 2.10 6.81 3.70 14.30 18 0.0141 0.010 16.21 9.18 91.98 519.90 51 &60 25.2
P34 P33 HOPE 1.37 0.70 0.96 0.96 6.81 6.54 6.54 18 0.0200 0.010 19.31 10.93 69.85 520.00 51 &60 25.
33 3 HOPE 0.00 0.3.06 8.81 OAI 20.80 18 0.0483 0.010 30.01 16.98 25.08 51 514.74 25.8
P32A P32 HOPE 0.00 0.00 0.00 0.00 6.81 0.00 20.80 18 0.0483 0.010 30.01 16.98 102.32 514.54 509.60 24.
P32 P31 HOPE 0.09 0.78 0.07 3.13 6.81 0.48 21.30 18 0.1088 0.010 45.04 25.49 174.66 50&00 489.00 515.7
P31 P30 HOPE 1.05 D.61 0.64 3.77 6.81 4.38 25.70 24 0.0099 0.010 29.28 9.31 66.98 48&50 487.90 9&
P30 P29 HOPE 0.13 0.71 0.09 3.86 6.61 0.61 26.30 24 0.0096 0.010 28.81 9.17 135.82 487.00 485.70 96.
P29 P28 HOPE 0.16 0.62 0.10 3.96 6.81 0.68 27.00 24 0.0095 0.010 2 &65 10.32 115.88 485.20 484.10 494.91
P28 P17 HOPE 0.35 0.86 0.30 4.28 6.61 204 29.00 24 0.0185 0.010 40.05 13.74 6200 483.60 482.45 93.7
P27 P26 HOPE 0.36 0.42 0.15 0.15 6.81 1.02 1.02 15 0.0421 0.010 17.24 7.74 99.66 512.00 507.80 515.
P26 P25 HOPE 0.38 0.41 0.16 0.31 6.81 1.09 211 15 0.0407 0.010 16.94 9.39 7 &63 507.60 504.40 511.10
P25 P24 HOPE 0.25 0.43 0.11 0.42 6.81 0.75 286 15 0.0283 0.010 14.13 98 0.02 504.20 50250 7.7
P24 P21 HOPE 0.32 0.45 0.14 0.56 6.61 0.95 3.81 15 0.0468 0.010 18.16 11.68 9.87 502.30 499.50 5.
P23 P22 HOPE 0.06 0.57 0.03 0.03 6.81 0.21 0.21 15 0.0075 0.010 7.26 271 0.24181.05 500.40 499.80 7
P22 P21 HOPE 0.07 0.62 0.04 0.07 6.81 0.27 0.48 15 0.0050 0.010 5.91 297 0.58 499.60 499.30 503.1
P21 P20 HDPE 1.50 0.45 0.68 1.31 6.81 4.63 8.92 18 0.1305 0.010 49.33 21.06 6.67 499.10 490.40 2
P20 P17 HOPE 0.04 0.35 0.01 1.32 6.81 0.07 8.99 18 0.0054 0.010 10.06 6.42 487.70 487.26 94.5
P19 P18 HOPE 1 0.62 0.67 0.42 142 8.81 2.86 2.86 15 0.0391 0.010 16.60 10.11 170.49 497.05 490.39 501.7
P18 P17 HOPE I 0.51 0.79 0.40 0.82 6.81 272 5.58 15 0.0611 0.010 20.76 14.34 40.08 490.14 487.691495.
P17 P15 HOPE 0.24 0.81 0.19 6.59 6.81 1.32 44.90 24 0.0588 0.010 71.30 23.69 154.82 480.10 471.00 492.601
P18 P15 HOPE 0.64 0.66 0.42 0.42 6.81 2.86 2.86 15 0.0540 0.010 19.52 11.41 7219 475.60 471.70 47&6
P15 P14 HOPE 0.05 0.84 0.04 7.05 6.81 0.27 4&00 30 0.0358 0.0101 100.88 20.00 1 5&66 J469.50 467.40 476.3
P14 P13 HOPE 0.10 0.65 0.07 7.12 6.81 0.47 48.50 36 0.0139 0.010 10236 6.46 1 2 &70 466.90 466.50 472.61
P13 S3 HOPE 0.76 0.72 0.55 7.67 6.81 3.75 5220 36 0.0149 0.010 105.87 6.94 33.66 468.30 465.80 47261
S3 S2 10.76 OFFSITE FLOW SEE PHASE III ROAD PLANS FOR LUXOR SUBDIVISION - PLAN BY OTHERS
S2 P12 HOPE 0.33 0.72 0.24 1 &43 6.81 1.63 1 125.50 36 10.0249 0.010 160.00 19.67 105.36 46262 460.00 474.57
P12 P11 HOPE 0.19 0.71 0.13 1 &56 6.81 0.89 126.40 36 0.0537 0.010 200.99 29.08 65.13 456.30 452.80 466.41
P11 P101 HOPE 0.41 0.73 0.30 1 1186 6.81 205 128.40 36 0.0190 0.010 140.88 19.93 96.68 443.84 441.85 45&501
P9 P8 HOPE 0.27 0.69 0.19 0.19 6.81 1.29 1.29 15 0.0102 0.010 1149 4.98 46.03 441.27 440.80 448.24
P8 P7 HOPE 0.14 0.79 0.11 0.30 6.81 0.75 2.04 15 0.0708 0.010 2235 11.33 64.96 440.60 436.00 447.9
P8 P5 HOPE 0.56 0.79 0.44 0.44 6.81 3.00 3.00 15 0.2009 0.010 37.64 1 &41 5222 427.89 417.50
P4 P3 HDPE 0.41 0.45 0.18 0.18 8.81 1.23 1.23 15 0.0203 0.070 11.98 9.75 90.05 51200 510.17 515.
P3 P2 HDPE 0.53 0.39 0.21 0.39 6.87 1.43 2.66 15 0.0922 0.012 21.25 17.31 119.42 505.10 494.09 13.
P2 Pt HDPE 0.0.86 0.52 0.91 6.81 3.54 6.20 15 0.0613 0.010 20.79 16.94 64.96 483.98 480.00 2.
STORM WATER INLET COMPUTATIONS
pRA1NAGE Rational B ossed Flow To GUTTER CROSS T Q Carr
LENGTH AREA CA I Flow Flow Inlet SLOPE SLOPE SPREAD W Sw (i6) INTERCEPifD Flow
ft) TYPF (.meal C .- -) (In /hr) (0.) (Cfa) (cfsl (ft /ft) (ft /ft) (ft) ft ft /ft (111 (Cf.) (,f.`
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