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I <br />--1 <br />From <br />To <br />P/pe <br />Depth, In. <br />Type <br />Mat <br />Length <br />ft <br />Slope <br />Upper <br />Invert <br />Lower <br />Invert <br />n-value <br />Pipe <br />Capacity, cfs <br />A-2 <br />A-1 <br />54 <br />REINFORCED CONCRETE PIPE <br />257 <br />1.20% <br />99.59 <br />96.50 <br />0.013 <br />216.00 <br />A-3 <br />A-2 <br />54 <br />REINFORCED CONCRETE PIPE <br />345 <br />1.48% <br />104.71 <br />99.59 <br />0.013 <br />240.00 <br />A-4 <br />A-3 <br />54 <br />REINFORCED CONCRETE PIPE <br />79 <br />0.50% <br />105.10 <br />104.71 <br />0.013 <br />139.43 <br />A-5 <br />A4 <br />54 <br />REINFORCED CONCRETE PIPE <br />47 <br />0.30% <br />105.24 <br />105.10 <br />0.013 <br />107.60 <br />B-2 <br />B-1 <br />42 <br />REINFORCED CONCRETE PIPE <br />38 <br />2.65% <br />91.30 <br />90.30 <br />0.013 <br />164.14 <br />B-2.1 <br />B-2 <br />18 <br />ABS PLASTIC <br />18 <br />2.50% <br />100.00 <br />99.54 <br />0.013 <br />16.65 <br />B-3 <br />B-2 <br />42 <br />ABS PLASTIC <br />32 <br />1.00% <br />92.53 <br />92.21 <br />0.013 <br />101.08 <br />B4 <br />B-3 <br />42 <br />ABS PLASTIC <br />95 <br />1.00% <br />93.49 <br />92.53 <br />0.013 <br />101.08 <br />B-5 <br />B4 <br />36 <br />ABS PLASTIC <br />30 <br />1.00% <br />94.29 <br />93.99 <br />0.013 <br />67.01 <br />B-6 <br />B-5 <br />36 <br />ABS PLASTIC <br />110 <br />1.00% <br />95.39 <br />94.29 <br />0.013 <br />67.01 <br />B-7 <br />B-6 <br />30 <br />ABS PLASTIC <br />92 <br />1.00% <br />96.82 <br />95.89 <br />0.013 <br />41.21 <br />B-8 <br />B-7 <br />30 <br />ABS PLASTIC <br />57 <br />1.00% <br />97.39 <br />96.82 <br />0.013 <br />41.21 <br />B-9 <br />B-8 <br />30 <br />ABS PLASTIC <br />93 <br />1.00% <br />98.32 <br />97.39 <br />0.013 <br />41.21 <br />B-10 <br />B-9 <br />30 <br />ABS PLASTIC <br />74 <br />1.00% <br />99.06 <br />98.32 <br />0.013 <br />41.21 <br />B-11 <br />B-10 <br />30 <br />ABS PLASTIC <br />82 <br />1.00% <br />99.89 <br />99.06 <br />0.013 <br />41.21 <br />B-12 <br />B-11 <br />30 <br />ABS PLASTIC <br />102 <br />1.00% <br />100.91 <br />99.89 <br />0.013 <br />41.21 <br />B-13 <br />B-12 <br />30 <br />ABS PLASTIC <br />64 <br />1.00% <br />101.56 <br />100.91 <br />0.013 <br />41.21 <br />B-14 <br />B-13 <br />30 <br />ABS PLASTIC <br />105 <br />1.00% <br />102.61 <br />101.56 <br />0.013 <br />41.15 <br />B-15 <br />B-14 <br />30 <br />ABS PLASTIC <br />86 <br />1.00% <br />103.47 <br />102.61 <br />0.013 <br />41.15 <br />B-16 <br />B-15 <br />18 <br />ABS PLASTIC <br />91 <br />1.00% <br />105.38 <br />104.47 <br />0.013 <br />10.54 <br />B-17 <br />B-16 <br />18 <br />ABS PLASTIC <br />21 <br />1.03% <br />105.60 <br />105.38 <br />0.013 <br />10.67 <br />C-1 <br />B-3 <br />18 <br />ABS PLASTIC <br />94 <br />1.50% <br />100.26 <br />98.86 <br />0.013 <br />12.90 <br />C-2 <br />C-1 <br />18 <br />ABS PLASTIC <br />69 <br />1.50% <br />101.30 <br />100.26 <br />0.013 <br />12.92 <br />E-1 <br />B-5 <br />24 <br />ABS PLASTIC <br />105 <br />1.00% <br />97.44 <br />96.39 <br />0.013 <br />22.68 <br />E-2 <br />E-1 <br />24 <br />ABS PLASTIC <br />75 <br />1.00% <br />98.20 <br />97.44 <br />0.013 <br />22.68 <br />E-3 <br />E-2 <br />18 <br />ABS PLASTIC <br />104 <br />1.00% <br />99.74 <br />98.70 <br />0.013 <br />10.53 <br />E-5 <br />E-3 <br />18 <br />ABS PLASTIC <br />124 <br />1.00% <br />100.97 <br />99.74 <br />0.013 <br />10.53 <br />E-6 <br />E-5 <br />18 <br />ABS PLASTIC <br />77 <br />1.60% <br />102.20 <br />100.97 <br />0.013 <br />13.32 <br />F-1 <br />B-11 <br />18 <br />ABS PLASTIC <br />88 <br />2.00% <br />104.80 <br />103.05 <br />0.013 <br />14.89 <br />G-1 <br />B-15 <br />18 <br />ABS PLASTIC <br />83 <br />1.00% <br />105.33 <br />104.50 <br />0.013 <br />10.53 <br />H-2 <br />H-1 <br />36 <br />ABS PLASTIC <br />64 <br />0.32% <br />91.20 <br />91.00 <br />0.013 <br />1 37.83 <br />Storm Sewer Tabulation <br />From <br />To <br />Pipe <br />Depth, In. <br />Type <br />Mat. <br />Length <br />ft <br />Slope <br />Upper <br />Invert <br />Invert <br />Lower <br />Invert <br />Pipe <br />Capacity, cfs <br />H-3 <br />H-2 <br />30 <br />ABS PLASTIC <br />28 <br />1.00% <br />94.90 <br />94.62 <br />0.013 <br />41.13 <br />H4 <br />H-3 <br />24 <br />ABS PLASTIC <br />44 <br />1.00% <br />95.85 <br />95.40 <br />0.013 <br />22.68 <br />H-5 <br />H4 <br />24 <br />ABS PLASTIC <br />85 <br />1.00% <br />96.70 <br />95.85 <br />0.013 <br />22.68 <br />H-6 <br />H-5 <br />24 <br />ABS PLASTIC <br />71 <br />1.00% <br />97.40 <br />96.70 <br />0.013 <br />22.68 <br />H-7 <br />H-6 <br />24 <br />ABS PLASTIC <br />53 <br />1.00% <br />97.93 <br />97.40 <br />0.013 <br />22.68 <br />H-9 <br />H-7 <br />24 <br />ABS PLASTIC <br />77 <br />1.00% <br />98.70 <br />97,93 <br />0.013 <br />22.68 <br />H-10 <br />H-9 <br />18 <br />ABS PLASTIC <br />75 <br />1.00% <br />99.95 <br />99.20 <br />0.013 <br />10.53 <br />H-11 <br />H-10 <br />18 <br />ABS PLASTIC <br />75 <br />1.00% <br />100.70 <br />99.95 <br />0.013 <br />10.53 <br />H-12 <br />H-11 <br />18 <br />ABS PLASTIC <br />69 <br />1.00% <br />101.39 <br />100.70 <br />0.013 <br />10.53 <br />H-13 <br />H-12 <br />18 <br />ABS PLASTIC <br />143 <br />1.00% <br />102.82 <br />101.39 <br />0.013 <br />10.53 <br />J-1 <br />H-4 <br />18 <br />ABS PLASTIC <br />58 <br />1.00% <br />97.79 <br />97.20 <br />0.013 <br />10.53 <br />J-2 <br />J-1 <br />18 <br />ABS PLASTIC <br />110 <br />1.00% <br />98.89 <br />97.79 <br />0.013 <br />10.53 <br />J-3 <br />J-2 <br />18 <br />ABS PLASTIC <br />100 <br />1.00% <br />99.89 <br />98.89 <br />0.013 <br />10.54 <br />J4 <br />J-3 <br />18 <br />ABS PLASTIC <br />103 <br />1.00% <br />100.92 <br />99.89 <br />0.013 <br />10.52 <br />K-1 <br />H-11 <br />18 <br />ABS PLASTIC <br />74 <br />1.20% <br />102.23 <br />101.35 <br />0.013 <br />11.54 <br />L-2 <br />L-1 <br />36 <br />ABS PLASTIC <br />109 <br />0.04% <br />91.95 <br />91.90 <br />0.013 <br />13.64 <br />L-3 <br />L-2 <br />36 <br />ABS PLASTIC <br />117 <br />0.04% <br />91.99 <br />91.95 <br />0.013 <br />13.64 <br />L4 <br />L-3 <br />36 <br />ABS PLASTIC <br />138 <br />2.00% <br />99.98 <br />97.22 <br />0.013 <br />94.58 <br />L-5 <br />L-4 <br />36 <br />ABS PLASTIC <br />95 <br />2.00% <br />101.89 <br />99.98 <br />0.013 <br />94.58 <br />L-6 <br />L-5 <br />36 <br />ABS PLASTIC <br />32 <br />2.00% <br />102.54 <br />101.89 <br />0.013 <br />94.58 <br />L-7 <br />L-6 <br />30 <br />ABS PLASTIC <br />64 <br />0.60% <br />103.42 <br />103.04 <br />0.013 <br />31.86 <br />L-8 <br />L-7 <br />30 <br />ABS PLASTIC <br />91 <br />0.60% <br />103.96 <br />103.42 <br />0.013 <br />31.86 <br />L-9 <br />L-8 <br />24 <br />ABS PLASTIC <br />102 <br />0.60% <br />105.07 <br />104.46 <br />0.013 <br />17.57 <br />L-10 <br />L-9 <br />18 <br />ABS PLASTIC <br />76 <br />0.60% <br />106.03 <br />105.57 <br />0.013 <br />8.16 <br />L-11 <br />L-10 <br />16 <br />ABS PLASTIC <br />33 <br />0.12% <br />106.28 <br />106.24 <br />0.013 <br />2.67 <br />M-1 <br />L-2 <br />18 <br />ABS PLASTIC <br />52 <br />2.00% <br />100.65 <br />99.61 <br />0.013 <br />14.89 <br />M-2 <br />M-1 <br />18 <br />ABS PLASTIC <br />26 <br />2.00% <br />101.18 <br />100.65 <br />0.013 <br />14.89 <br />P-1 <br />L4 <br />18 <br />ABS PLASTIC <br />46 <br />2.00% <br />105.50 <br />104.59 <br />0.013 <br />14.89 <br />Q-2 <br />Q-1 <br />16 <br />ABS PLASTIC <br />38 <br />1.20% <br />109.50 <br />109.05 <br />0.013 <br />8.43 <br />R-2 <br />R-1 <br />18 <br />ABS PLASTIC <br />43 <br />1.00% <br />108.50 <br />108.07 <br />0.013 <br />10.53 <br />Pagel Storm Sewer Tabulation <br />Station <br />Len <br />Dmg Area <br />Rnoff <br />Area x C <br />Tc <br />Rain <br />Total <br />Cap <br />Vol <br />Pipe <br />Invert Elev <br />HGL Elev <br />Gmd / Rim Elev <br />Line ID <br />coeff <br />(1) <br />flow <br />full <br />Line <br />To <br />Incr <br />Total <br />Incr <br />Total <br />Inlet <br />Syat <br />Size <br />Dn <br />Up <br />Dn <br />Up <br />Dn <br />Up <br />[Slope <br />(ft) <br />(ac) <br />(ac) <br />(C) <br />(min) <br />(min) <br />(In/hr) <br />(cfs) <br />(cfs) <br />(ftls) <br />(in) <br />) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />1 <br />End <br />37.773 <br />0.00 <br />8.58 <br />0.00 <br />0.00 <br />7.47 <br />0.0 <br />8.2 <br />8.0 <br />59.75 <br />163.7 <br />8.42 <br />42 <br />2.65 <br />90.30 <br />91.30 <br />92.72 <br />93.72 <br />95.40 <br />105.41 <br />B2 to 81 <br />2 <br />1 <br />31.658 <br />0.42 <br />8.18 <br />0.90 <br />0.38 <br />7.11 <br />5.0 <br />8.2 <br />8.0 <br />57.00 <br />100.8 <br />9.52 <br />42 <br />1.00 <br />9221 <br />92.53 <br />94.10 <br />94.89 <br />105.41 <br />105.20 <br />83 of B2 <br />3 <br />2 <br />95.435 <br />0.39 <br />7.52 <br />0.90 <br />0.35 <br />6.51 <br />5.0 <br />8.0 <br />8.1 <br />52.70 <br />100.8 <br />7.80 <br />42 <br />1.00 <br />92.53 <br />93.49 <br />94.89 <br />95.76 <br />105.20 <br />106.36 <br />64 to B3 <br />4 <br />3 <br />29.828 <br />0.00 <br />7.13 <br />0.00 <br />0.00 <br />6.16 <br />0.0 <br />7.9 <br />8.1 <br />49.97 <br />66.82 <br />9.48 <br />36 <br />1.00 <br />93.99 <br />94.29 <br />95.92 <br />96.59 <br />106.36 <br />107.38 <br />85 to B4 <br />5 <br />4 <br />110.251 <br />0.15 <br />5.39 <br />0.95 <br />0.14 <br />4.87 <br />5.0 <br />7.7 <br />8.2 <br />39.98 <br />66.82 <br />7.31 <br />36 <br />1.00 <br />94.29 <br />95.39 <br />96.59 <br />97.45 <br />107.38 <br />107.75 <br />B6 to 85 <br />6 <br />5 <br />92.041 <br />0.38 <br />5.24 <br />0.90 <br />0.34 <br />4.73 <br />5.0 <br />7.5 <br />8.3 <br />39.11 <br />41.09 <br />9.19 <br />30 <br />1.00 <br />95.89 <br />96.82 <br />97.84 <br />98.93 <br />107.75 <br />107.75 <br />87 to B6 <br />7 <br />6 <br />56.563 <br />0.12 <br />4.86 <br />0.95 <br />0.12 <br />4.39 <br />5.0 <br />7.4 <br />8.3 <br />36.49 <br />41.09 <br />8.38 <br />30 <br />1.00 <br />96.82 <br />97.39 <br />98.93 <br />99.43 <br />107.75 <br />107.75 <br />88 to B7 <br />8 <br />7 <br />92.658 <br />0.23 <br />4.74 <br />0.90 <br />0.21 <br />4.27 <br />5.0 <br />7.2 <br />8.4 <br />35.81 <br />41.09 <br />8.36 <br />30 <br />1.00 <br />97.39 <br />98.32 <br />99.43 <br />100.34 <br />107.75 <br />108.02 <br />69 to B8 <br />9 <br />8 <br />74.053 <br />0.45 <br />4.51 <br />0.90 <br />0.41 <br />4.07 <br />5.0 <br />7.1 <br />8.4 <br />34.32 <br />41.09 <br />8.12 <br />30 <br />1.00 <br />98.32 <br />99.06 <br />100.34 <br />101.05 <br />108.02 <br />107.86 <br />B10 to 69 <br />10 <br />9 <br />82.417 <br />0.00 <br />4.05 <br />0.00 <br />0.00 <br />3.66 <br />0.0 <br />6.9 <br />8.5 <br />31.13 <br />41.09 <br />7.61 <br />30 <br />1.00 <br />W06 <br />99.89 <br />101.05 <br />101.79 <br />107.86 <br />109.46 <br />1311 to B10 <br />11 <br />10 <br />102.267 <br />0.09 <br />3.73 <br />0.90 <br />0.08 <br />3.37 <br />5.0 <br />6.6 <br />8.6 <br />29.00 <br />41.09 <br />7.38 <br />30 <br />1.00 <br />99.89 <br />100.91 <br />101.79 <br />102.75 <br />109.46 <br />110.00 <br />B12 to 811 <br />12 <br />11 <br />64.208 <br />0.46 <br />3.64 <br />0.90 <br />0.41 <br />3.29 <br />5.0 <br />6.5 <br />8.7 <br />28.48 <br />41.09 <br />7.41 <br />30 <br />1.00 <br />100.91 <br />101.56 <br />102.75 <br />103.38 <br />110.00 <br />109.78 <br />B13 to B12 <br />13 <br />12 <br />104.854 <br />0.20 <br />3.18 <br />0.90 <br />0.18 <br />2.87 <br />5.0 <br />6.2 <br />8.8 <br />25.20 <br />41.03 <br />6.82 <br />30 <br />1.00 <br />101.56 <br />102.61 <br />103.38 <br />104.32 <br />109.78 <br />109.78 <br />B14 to B13 <br />14 <br />13 <br />86.500 <br />0.39 <br />2.98 <br />0.90 <br />0.35 <br />2.69 <br />5.0 <br />6.0 <br />8.9 <br />23.84 <br />41.03 <br />6.78 <br />30 <br />1.00 <br />102.61 <br />103.47 <br />104.32 <br />105.13 <br />109.78 <br />109.78 <br />B15 to B14 <br />15 <br />14 <br />90.894 <br />0.00 <br />1.99 <br />0.00 <br />0.00 <br />1.83 <br />0.0 <br />5.9 <br />8.9 <br />16.40 <br />10.50 <br />9.28 <br />18 <br />1.00 <br />104.47 <br />105.38 <br />105.97 <br />108.19 <br />109.78 <br />112.25 <br />B16 to 815 <br />16 <br />15 <br />21.171 <br />1.31 <br />1.99 <br />0.92 <br />1.20 <br />1.83 <br />5.0 <br />5.8 <br />9.0 <br />16.43 <br />10.64 <br />9.30 <br />18 <br />1.03 <br />105.38 <br />105.60 <br />109.53 <br />110.05 <br />112.25 <br />113.82 <br />B17 to B16 <br />17 <br />16 <br />26.833 <br />0.00 <br />0.69 <br />0.00 <br />0.00 <br />0.63 <br />0.0 <br />5.7 <br />9.0 <br />5.69 <br />10.22 <br />3.22 <br />18 <br />0.95 <br />105.60 <br />105.85 <br />110.25 <br />110.33 <br />113.82 <br />113.82 <br />1317.1 to B-17 <br />18 <br />17 <br />154.558 <br />0.00 <br />0.69 <br />0.00 <br />0.00 <br />0.63 <br />0.0 <br />5.1 <br />9.3 <br />5.86 <br />11.18 <br />4.77 <br />15 <br />3.00 <br />104.17 <br />108.81 <br />110.49 <br />111.76 <br />113.82 <br />113.12 <br />Q1 to B17.1 <br />19 <br />18 <br />37.709 <br />0.69 <br />0.69 <br />0.92 <br />0.63 <br />0.63 <br />5.0 <br />5.0 <br />9.4 <br />5.90 <br />8.40 <br />4.23 <br />16 <br />1.20 <br />109.05 <br />109.50 <br />111.92 <br />112.14 <br />113.12 <br />113.00 <br />Q2 to Q1 <br />20 <br />End <br />42.767 <br />0.67 <br />0.67 <br />0.92 <br />0.61 <br />0.61 <br />5.0 <br />5.0 <br />9.4 <br />5.73 <br />10.53 <br />5.03 <br />18 <br />1.01 <br />108.07 <br />108.50 <br />108.99 <br />109.42 <br />112.97 <br />111.73 <br />R2 to R1 <br />21 <br />End <br />108.615 <br />0.00 <br />11.80 <br />0.00 <br />0.00 <br />9.83 <br />0.0 <br />6.9 <br />8.5 <br />83.58 <br />13.61 <br />12.00 <br />36 <br />0.04 <br />91.90 <br />91.95 <br />94.70 <br />96.42 <br />104.41 <br />107.73 <br />L2 to L1 <br />22 <br />21 <br />116,854 <br />0.32 <br />11.23 <br />0.80 <br />0.26 <br />9.33 <br />5.0 <br />6.7 <br />8.6 <br />79.95 <br />13.61 <br />11.31 <br />36 <br />0.04 <br />91.95 <br />91.99 <br />98.59 <br />100.27 <br />107.73 <br />106.00 <br />L3 to L2 <br />Project File: New.stm <br />Number of lines: 59 <br />Run Date: 6/2/2022 <br />NOTES:Intensity = 63.97 / (Inlet time + 8.70) A 0.73; Return period =Yrs. 10 c = cir e = ellip b = box <br />Storm Sewers v2023.00 <br />Structure <br />Name <br />Inlet <br />Elev., ft. <br />Type <br />Str. <br />Structure <br />Height, ft. <br />A-1 <br />103.12 <br />D.I. TYPE-K <br />7.1 <br />A-2 <br />109.81 <br />J.B. <br />10.7 <br />A-3 <br />112.60 <br />J.B. <br />8.4 <br />A-4 <br />113.60 <br />J.B. <br />9.0 <br />A-5 <br />113.59 <br />EX. J.B. <br />8.8 <br />B-1 <br />95.40 <br />EX. PIPE <br />4.7 <br />B-2 <br />105.41 <br />J.B. <br />14.5 <br />B-2.1 <br />105.05 <br />C.I. TYPE-6 <br />5.1 <br />B-3 <br />105.20 <br />D.I. TYPE-D <br />12.7 <br />84 <br />106.36 <br />D.I. TYPE-C <br />12.9 <br />B-5 <br />107.38 <br />J.B. <br />13.1 <br />B-6 <br />107.75 <br />D.i. TYPE-C <br />12.4 <br />B-7 <br />107.75 <br />D.I. TYPE-C <br />10.9 <br />B-8 <br />107.75 <br />D.I. TYPE-C <br />10.4 <br />B-9 <br />108.02 <br />D.I. TYPE-C <br />9.7 <br />B-10 <br />107.86 <br />D.I. TYPE-C <br />8.8 <br />B-11 <br />109A6 <br />J.B. <br />9.6 <br />B-12 <br />110.00 <br />D.I. TYPE-C <br />9.2 <br />B-13 <br />109.78 <br />D.I. TYPE-C <br />8.2 <br />B-14 <br />109.78 <br />D.I. TYPE-C <br />7.3 <br />B-15 <br />109.78 <br />D.I. TYPE-C <br />6.3 <br />B-16 <br />112.25 <br />D.I. TYPE-C <br />6.9 <br />Structure <br />Name <br />Inlet <br />Elev., ft. <br />Type <br />Str. <br />Structure <br />Height, ft. <br />B-17 <br />113.82 <br />J.B. <br />8.2 <br />C-1 <br />105.75 <br />D.I. TYPE-C <br />5.5 <br />C-2 <br />105.80 <br />D.I. TYPE-C <br />4.5 <br />E-1 <br />106.95 <br />J.B. <br />9.5 <br />E-2 <br />105.00 <br />D.I. <br />6.8 <br />E-3 <br />104.50 <br />D.I. <br />4.8 <br />E-5 <br />105.00 <br />D.I. <br />4.0 <br />E-6 <br />106.00 <br />D.I. <br />3.8 <br />F-1 <br />109.30 <br />D.I. TYPE-C <br />4.5 <br />G-1 <br />109.25 <br />D.I. <br />3.9 <br />H-1 <br />94.93 <br />EX. PIPE <br />3.9 <br />H-2 <br />103.59 <br />C.I. TYPE-6 <br />12.4 <br />H-3 <br />104.78 <br />J.B. <br />9.9 <br />H-4 <br />106.15 <br />J.B. <br />%3 <br />H-5 <br />105.35 <br />D.I. TYPE-C <br />8.7 <br />H-6 <br />105.40 <br />D.I. TYPE-C <br />8.0 <br />H-7 <br />105.85 <br />D.I. TYPE-C <br />7.9 <br />H-9 <br />105.80 <br />D.I. <br />7.1 <br />H-10 <br />105.80 <br />D.I. <br />5.8 <br />H-11 <br />105.80 <br />D.I. <br />5.1 <br />H-12 <br />110.73 <br />J.B. <br />9.3 <br />H-13 <br />109.00 <br />D.I. <br />6.2 <br />AL TERNA TE PIPE MA TER/AL S NO TE., <br />1. APPROVED PLASTIC PIPE MATERIAL TYPES INCLUDE: <br />a. ADS N-12 WT IB HDPE (4" - 60") <br />b. CONTECH A-2000 PVC (4" - 36") <br />c. HANCOR SURE-LOK ST IB HDPE (4" - 60") <br />d. ADS HP STORM POLYPROPYLENE (12" - 60") <br />Structure <br />Name <br />/n/et <br />Elev., ft. <br />Type <br />Str. <br />Structure <br />Height, ft. <br />J-1 <br />105.22 <br />D.I. TYPE-C <br />7.4 <br />J-2 <br />105.75 <br />D.I. TYPE-C <br />6.9 <br />J-3 <br />105.75 <br />D.I. TYPE-C <br />5.9 <br />J4 <br />105.42 <br />D.I. TYPE-C <br />4.5 <br />K-1 <br />106.00 <br />D.I. <br />3.8 <br />L-1 <br />104.41 <br />EX. D.I. <br />12.7 <br />L-2 <br />107.73 <br />J.B. <br />15.8 <br />L-3 <br />106.00 <br />D.I. TYPE-C <br />14.1 <br />L-4 <br />110.31 <br />D.I. TYPE-C <br />10.4 <br />L-5 <br />110.31 <br />D.I. TYPE-C <br />8.5 <br />L-6 <br />111.75 <br />J.B. <br />9.3 <br />L-7 <br />110.31 <br />D.I. TYPE-C <br />6.9 <br />L-8 <br />110.31 <br />D.I. TYPE-D <br />6.3 <br />L-9 <br />113.14 <br />J.B. <br />7.6 <br />L-10 <br />112.00 <br />D.I. <br />6.0 <br />L-11 <br />113.82 <br />J.B. <br />7.5 <br />M-1 <br />105.68 <br />D.I. TYPE-C <br />5.0 <br />M-2 <br />105.68 <br />D.I. TYPE-C <br />4.5 <br />P-1 <br />109.25 <br />D.I. TYPE-C <br />3.8 <br />Q-1 <br />113.12 <br />EX. C.I. <br />4.3 <br />Q-2 <br />113.00 <br />D.I. TYPE-C <br />3.5 <br />2. FINAL APPROVAL FOR PIPE MATERIALS SHALL BE <br />AUTHORIZED BY THE ENGINEER OF RECORD PRIOR TO <br />CONTRACTOR PURCHASING MATERIALS FOR INSTALLATION. <br />3. MANUFACTURER'S PIPE BEDDING REQUIREMENTS, OR <br />LOCAL JURISDICTIONAL CODE STANDARDS, WHICHEVER IS <br />MOST STRINGENT, SHALL BE INCORPORATED WITH THE <br />SELECTED PIPE. <br />4. LOCAL JURISDICTIONAL PIPE MATERIAL RESTRICTIONS <br />SHALL GOVERN. <br />5. CONTRACTOR SHALL VERIFY LOCAL JURISDICTIONAL <br />REQUIREMENTS PRIOR TO BIDDING AND COMMENCEMENT <br />OF CONSTRUCTION. <br />Paget Storm Sewer Tabulation <br />Station <br />Len <br />Dmg Area <br />Rnoff <br />Area x C <br />Tc <br />Rain <br />Total <br />Cap <br />Vol <br />Pipe <br />Invert Elev <br />HGL Elev <br />Grnd / Rim Elev <br />Line ID <br />coeff <br />(i) <br />flow <br />full <br />Line <br />To <br />Incr <br />Total <br />Incr <br />Total <br />Inlet <br />Syst <br />Size <br />Slope <br />On <br />Up <br />Dn <br />Up <br />Dn <br />Up <br />Line <br />(ft) <br />(ac) <br />(ac) <br />(C) <br />(min) <br />(min) <br />(in/hr) <br />(cfs) <br />(cfs) <br />(ff/s) <br />(in) <br />(%) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />23 <br />22 <br />138.193 <br />0.22 <br />10.91 <br />0.90 <br />0.20 <br />9.07 <br />5.0 <br />6.5 <br />8.7 <br />78.51 <br />94.32 <br />11.11 <br />36 <br />2.00 <br />97.22 <br />99.98 <br />101.81 <br />103.72 <br />106.00 <br />110.31 <br />L4 to L3 <br />24 <br />23 <br />95.500 <br />0.15 <br />9.91 <br />0.95 <br />0.14 <br />8.28 <br />5.0 <br />6.4 <br />8.7 <br />72.22 <br />94.32 <br />10.22 <br />36 <br />2.00 <br />99.98 <br />101.89 <br />105.64 <br />106.76 <br />110.31 <br />110.31 <br />L5 to L4 <br />25 <br />24 <br />32.253 <br />6.49 <br />9.76 <br />0.80 <br />5.20 <br />8.14 <br />5.0 <br />6.3 <br />8.7 <br />71.18 <br />94.32 <br />10.07 <br />36 <br />2.00 <br />101.89 <br />102.54 <br />107.57 <br />107.94 <br />110.31 <br />111.75 <br />L6 to L5 <br />26 <br />25 <br />63.637 <br />0.84 <br />3.26 <br />0.90 <br />0.76 <br />2.95 <br />5.0 <br />6.1 <br />8.8 <br />26.02 <br />31.77 <br />5.30 <br />30 <br />0.60 <br />103.04 <br />103.42 <br />109.01 <br />109.27 <br />111.75 <br />110.31 <br />L7 to L6 <br />27 <br />26 <br />91.000 <br />1.07 <br />2.42 <br />0.90 <br />0.96 <br />2.19 <br />5.0 <br />5.7 <br />9.0 <br />19.71 <br />31.77 <br />4.01 <br />30 <br />0.60 <br />103.42 <br />103.96 <br />109.38 <br />109.59 <br />110.31 <br />110.31 <br />L8 to L7 <br />28 <br />27 <br />101.966 <br />0.07 <br />1.35 <br />0.70 <br />0.05 <br />1.23 <br />5.0 <br />5.3 <br />9.2 <br />11.33 <br />17.52 <br />3.61 <br />24 <br />0.60 <br />104A6 <br />105.07 <br />109.83 <br />110.09 <br />110.31 <br />113.14 <br />1-9 to L8 <br />29 <br />28 <br />75.882 <br />0.00 <br />1.28 <br />0.00 <br />0.00 <br />1.18 <br />0.0 <br />5.1 <br />9.3 <br />10.98 <br />8.13 <br />6.22 <br />18 <br />0.60 <br />105.57 <br />106.03 <br />110.27 <br />111.10 <br />113.14 <br />112.00 <br />1-10 to L9 <br />30 <br />29 <br />33.219 <br />1.28 <br />1.28 <br />0.92 <br />1.18 <br />1.18 <br />5.0 <br />5.0 <br />9.4 <br />11.02 <br />2.66 <br />7.90 <br />16 <br />0.12 <br />106.24 <br />106.28 <br />111.24 <br />111.93 <br />112.00 <br />113.82 <br />1-11 to L10 <br />31 <br />23 <br />45.614 <br />0.79 <br />0.79 <br />0.75 <br />0.59 <br />0.59 <br />5.0 <br />5.0 <br />9.4 <br />5.54 <br />14.85 <br />4.57 <br />18 <br />2.00 <br />104.59 <br />105.50 <br />105.64 <br />106.41 <br />110.31 <br />109.25 <br />P1 to L4 <br />32 <br />14 <br />82.780 <br />0.60 <br />0.60 <br />0.85 <br />0.51 <br />0.51 <br />5.0 <br />5.0 <br />9.4 <br />4.74 <br />10.50 <br />5.24 <br />18 <br />1.00 <br />104.50 <br />105.33 <br />105.21 <br />106.16 <br />109.78 <br />109.25 <br />G1 to B15 <br />33 <br />10 <br />87.549 <br />0.32 <br />0.32 <br />0.90 <br />0.29 <br />0.29 <br />5.0 <br />5.0 <br />9.4 <br />2.69 <br />14.85 <br />5.13 <br />18 <br />2.00 <br />103.05 <br />104.80 <br />103.48 <br />105.42 <br />109.46 <br />109.30 <br />F1 to 611 <br />34 <br />End <br />63.806 <br />0.30 <br />3.80 <br />0.90 <br />0.27 <br />3.23 <br />5.0 <br />13.3 <br />6.6 <br />21.28 <br />37.73 <br />5.75 <br />36 <br />0.32 <br />91.00 <br />91.20 <br />92.48 <br />92.84 <br />94.93 <br />103.59 <br />H2 to 1-11 <br />35 <br />34 <br />28.057 <br />0.00 <br />3.50 <br />0.00 <br />0.00 <br />2.95 <br />0.0 <br />13.3 <br />6.6 <br />19.51 <br />41.01 <br />7.30 <br />30 <br />1.00 <br />94.62 <br />94.90 <br />95.84 <br />96.40 <br />103.59 <br />104.78 <br />H3 to H2 <br />36 <br />35 <br />44.496 <br />0.00 <br />3.50 <br />0.00 <br />0.00 <br />2.95 <br />0.0 <br />13.2 <br />6.6 <br />19.57 <br />22.62 <br />7.71 <br />24 <br />1.00 <br />95.40 <br />95.85 <br />96.84 <br />97.44 <br />104.78 <br />106.15 <br />H4 to H3 <br />37 <br />36 <br />84.750 <br />0.21 <br />2.57 <br />0.85 <br />0.18 <br />2.10 <br />5.0 <br />12.9 <br />6.7 <br />14.05 <br />22.62 <br />5.74 <br />24 <br />1.00 <br />95.86 <br />96.70 <br />97.44 <br />98.04 <br />106.15 <br />105.35 <br />H5 to H4 <br />38 <br />37 <br />70.500 <br />0.17 <br />2.36 <br />0.85 <br />0.15 <br />1.92 <br />5.0 <br />12.7 <br />6.7 <br />12.95 <br />22.62 <br />5.88 <br />24 <br />1.00 <br />96.70 <br />97.40 <br />98.04 <br />98.69 <br />105.35 <br />105.40 <br />H6 to H5 <br />39 <br />38 <br />53.333 <br />0.38 <br />2.19 <br />0.85 <br />0.32 <br />1.78 <br />5.0 <br />12.5 <br />6.8 <br />12.05 <br />22.62 <br />5.73 <br />24 <br />1.00 <br />97.40 <br />97.93 <br />98.69 <br />99.18 <br />105.40 <br />105.85 <br />H7 to H6 <br />40 <br />39 <br />76.739 <br />0.24 <br />1.81 <br />0.80 <br />0.19 <br />1.45 <br />5.0 <br />12.2 <br />6.9 <br />9.96 <br />22.62 <br />5.15 <br />24 <br />1.00 <br />97.93 <br />98.70 <br />99.18 <br />99.83 <br />105.85 <br />105.80 <br />H8 to H7 <br />41 <br />40 <br />74.963 <br />0.35 <br />1.57 <br />0.80 <br />0.28 <br />1.26 <br />5.0 <br />12.0 <br />6.9 <br />8.72 <br />10.50 <br />6.34 <br />18 <br />1.00 <br />99.20 <br />99.95 <br />100.24 <br />101.09 <br />105.80 <br />105.80 <br />H10 to H9 <br />42 <br />41 <br />74.963 <br />0.26 <br />1.22 <br />0.85 <br />0.22 <br />0.98 <br />5.0 <br />11.7 <br />7.0 <br />6.84 <br />10.50 <br />5.07 <br />18 <br />1.00 <br />99.95 <br />100.70 <br />101.09 <br />101.71 <br />105.80 <br />105.80 <br />HI to H10 <br />43 <br />42 <br />68.588 <br />0.00 <br />0.92 <br />0.00 <br />0.00 <br />0.73 <br />0.0 <br />5.6 <br />9.1 <br />6.66 <br />10.50 <br />5.30 <br />18 <br />1.00 <br />100.70 <br />101.39 <br />101.71 <br />102.38 <br />105.80 <br />110.73 <br />H 12 to H 11 <br />44 <br />43 <br />143.345 <br />0.92 <br />0.92 <br />0.80 <br />0.73 <br />0.73 <br />5.0 <br />5.0 <br />9.4 <br />6.87 <br />10.50 <br />5.45 <br />18 <br />1.00 <br />101.39 <br />102.82 <br />102.38 <br />103.83 <br />110.73 <br />109.00 <br />H 13 to H 12 <br />Project File: New.stm <br />Number of lines: 59 <br />Run Date: 6/2/2022 <br />NOTES:Intensity = 63.97 / (Inlet time + 8.70) A 0.73; Return period =Yrs. 10 c = cir e = ellip b = box <br />Storm Sewers v2023.00 <br />Page 3 <br />Station <br />Len <br />Dmg Area <br />Rnoff <br />Area x C <br />Tc <br />Rain <br />Total <br />Cap <br />Vol <br />Pipe <br />Invert Elev <br />HGL Elev <br />Gmd / Rim Elev <br />Line ID <br />coeff <br />(I) <br />flow <br />full <br />Llne <br />To <br />Incr <br />Total <br />Incr <br />Total <br />Inlet <br />Syst <br />Size <br />Dn <br />Up <br />Dn <br />Up <br />Dn <br />Up <br />F(s.,'O) <br />(ft) <br />(ac) <br />(ac) <br />(C) <br />(min) <br />(min) <br />(infhr) <br />(cfs) <br />(cfs) <br />(ft/s) <br />(in) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />45 <br />42 <br />73.725 <br />0.04 <br />0.04 <br />0.60 <br />0.02 <br />0.02 <br />5.0 <br />5.0 <br />9.4 <br />0.23 <br />11.50 <br />1.32 <br />18 <br />1.20 <br />101.35 <br />102.23 <br />101.71 <br />102.41 <br />105.80 <br />106.00 <br />K1 to 1-111 <br />46 <br />4 <br />105.457 <br />0.00 <br />1.74 <br />0.00 <br />0.00 <br />1.29 <br />0.0 <br />6.7 <br />8.6 <br />11.06 <br />22.62 <br />6.41 <br />24 <br />1.00 <br />96.39 <br />97.44 <br />97.38 <br />98.63 <br />107.38 <br />106.95 <br />E1 to 65 <br />47 <br />46 <br />75.424 <br />0.35 <br />1.74 <br />0.80 <br />0.28 <br />1.29 <br />5.0 <br />6.5 <br />8.7 <br />11.17 <br />22.62 <br />5.71 <br />24 <br />1.00 <br />97.44 <br />98.20 <br />98.63 <br />99.40 <br />106.95 <br />105.00 <br />E2 to E1 <br />48 <br />47 <br />103.858 <br />0.90 <br />1.40 <br />0.70 <br />0.63 <br />1.01 <br />5.0 <br />6.2 <br />8.8 <br />8.87 <br />10.50 <br />6.38 <br />18 <br />1.00 <br />98.70 <br />99.74 <br />99.76 <br />100.89 <br />105.00 <br />104.50 <br />E3 to E2 <br />49 <br />48 <br />123.651 <br />0.31 <br />0.50 <br />0.80 <br />0.25 <br />0.38 <br />5.0 <br />5.6 <br />9.1 <br />3.47 <br />10.50 <br />3.30 <br />18 <br />1.00 <br />99.74 <br />100.97 <br />100.89 <br />101.68 <br />104.50 <br />105.00 <br />E5 to E4 <br />50 <br />49 <br />76.847 <br />0.19 <br />0.19 <br />0.70 <br />0.13 <br />0.13 <br />5.0 <br />5.0 <br />9.4 <br />1.24 <br />13.28 <br />2.30 <br />18 <br />1.60 <br />100.97 <br />102.20 <br />101.68 <br />102.62 <br />105.00 <br />106.00 <br />E6 to E5 <br />51 <br />21 <br />52.056 <br />0.15 <br />0.57 <br />0.85 <br />0.12 <br />0.50 <br />5 .0 <br />5 1 <br />9.3 <br />4 6 7 <br />14.85 <br />6.05 <br />18 <br />2.00 <br />99.61 <br />100.65 <br />100.19 <br />101.48 <br />107.73 <br />105.68 <br />M1 to L2 <br />52 <br />51 <br />26.468 <br />0.42 <br />0.42 <br />0.90 <br />0.38 <br />0.38 <br />5.0 <br />5.0 <br />9.4 <br />3.53 <br />14.85 <br />3.88 <br />18 <br />2.00 <br />100.65 <br />101.18 <br />101.48 <br />101.90 <br />105.68 <br />105.68 <br />M2 to M1 <br />53 <br />2 <br />93.763 <br />0.11 <br />0.23 <br />0.90 <br />0.10 <br />0.22 <br />5.0 <br />5.5 <br />9.1 <br />1.98 <br />12.86 <br />4A1 <br />18 <br />1.50 <br />9 8.86 <br />100. 26 <br />99.25 <br />10 .7 <br />0 9 <br />105.20 <br />105.75 <br />C1 to 83 <br />54 <br />53 <br />69.023 <br />0.12 <br />0.12 <br />0.95 <br />0.12 <br />0.12 <br />5.0 <br />5.0 <br />9.4 <br />1.10 <br />12.88 <br />2.48 <br />18 <br />1.50 <br />100.26 <br />101.30 <br />100.79 <br />101.69 <br />105.75 <br />105.80 <br />C2 to C1 <br />55 <br />36 <br />58.405 <br />0.20 <br />0.92 <br />0.95 <br />0.19 <br />0.85 <br />5.0 <br />6.5 <br />8.6 <br />7.35 <br />10.50 <br />6.00 <br />18 <br />1.00 <br />9720 <br />97.79 <br />9 8.13 <br />9 8 .84 <br />1 06 .15 <br />105.22 <br />5 22 <br />J1 to H4 <br />56 <br />55 <br />110.094 <br />0.36 <br />0.72 <br />0.90 <br />0.33 <br />0.66 <br />5.0 <br />6.1 <br />8.8 <br />5.81 <br />10.50 <br />4.73 <br />18 <br />1.00 <br />97.79 <br />98.89 <br />98.84 <br />99.82 <br />105.22 <br />105.75 <br />J2 to J1 <br />57 <br />56 <br />99.828 <br />0.16 <br />0.36 <br />0.95 <br />0.15 <br />0.33 <br />5.0 <br />5.6 <br />9.1 <br />3.02 <br />10.51 <br />3.33 <br />18 <br />1.00 <br />98.89 <br />99.89 <br />99.82 <br />100.55 <br />105.75 <br />105.75 <br />J3 to J2 <br />58 <br />57 <br />103.434 <br />0.20 <br />0.20 <br />0.90 <br />0.18 <br />0.18 <br />5.0 <br />5.0 <br />9.4 <br />1.68 <br />10A9 <br />2.81 <br />18 <br />1.00 <br />99.89 <br />100.92 <br />100.55 <br />101.41 <br />105.75 <br />105.42 <br />J4 to J3 <br />59 <br />1 <br />18.430 <br />0.40 <br />0.40 <br />0.90 <br />0.36 <br />0.36 <br />5.0 <br />5.0 <br />9.4 <br />3.37 <br />16.60 <br />5.77 <br />18 <br />2.50 <br />99.54 <br />100.00 <br />100.00 <br />100.70 <br />105.41 <br />105.05 <br />82.1 to 132 <br />Project File: New.stm <br />Number of lines: 59 <br />Run Date: 6/2/2022 <br />NOTES:Intensity = 63.97 / (Inlet time + 8.70) A 0.73; Return period =Yrs. 10 c = cir e = ellip b = box <br />Storm Sewers v2023.00 <br />0 <br />SEAL <br />No. 52896 ' <br />= -O'• S T OF �A <br />''///►iill►ttt1��` <br />III <br />r1 <br />O <br />O <br />Ir4 <br />v <br />`� <br />M <br />W <br />E-t <br />W <br />W <br />fi <br />VR<0 <br />V <br />G� <br />� <br />a <br />� <br />Z <br />�Wrc� <br />WN <br />O <br />fEl1 <br />0o� <br />W <br />�r W <br />O <br />z <br />a <br />O \ <br />H g M <br />C) Cn <br />U <br />A ..a <br />04 <br />A \ \ \ . <br />O O � to I <br />'E <br />E <br />O pp <br />z <br />DRAWN BY CHECKED BY <br />TLF RCL <br />DATE <br />06/29/2020 <br />SHEET TITLE <br />STORM SERER <br />PIPE PROFILES <br />SHEET NUMBER <br />C-5.3 <br />i,FCiA JOB No. 2020-V <br />