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HomeMy WebLinkAbout3583; Cannon Road Lift Station; Kelly Ranch Village E - Drainage Report Pt 2; 1998-09-01File: 1239.10 September 1998 APPENDIX C WSPG COMPUTER OUTPUT •IP m m m REP/12391DR-902.DOC c-i e D I I I I I i D I I I I I 8 D D IE. 52.50 22+57.52 IE. 55.20 R 23+31.25 IE 43.46 20+46^40 RKELL Y RANCH IE. 52.42 R 22+55.52 IE. 55.28 TS 23+33.25IE 43.38 20+44.40 IE. 38.58 19+00.73IE. 25.18 11+04.61 IE. 52.25 TS 22+54.52 IE. 55.45 R 23+34.25 IE. 24.05 R 10+31.93 IE 43.21 20+43.40IE. 38.50 JX 18+98.73 IE. 25.10 R 11+02.61 IE. 30.92 17+47.73 IE. 52.17 R A = 23V8' IE. 55.53 TS = 9119'IE 24.13 TS 10+33.93 0 = 11.4 (SEE LINE 8)IE. 38.33 18+97.73IE. 24.93 11+01.61 IE. 30.84 JX 17+45.73IE. 24.30 R W+34.93 IE. 24.85 R = 84'54'IE. 29.50 17+44.73IE. 28.38 TS A= 21V1 IE. 29.42 R = 19-45'IE. 59.00 SO TW 59.40 1+31.25 IE. 58.17 R 24+08.00IE. 28.30 JX 15+55.48 IE. 58.25 TS 24+10.00IE. 28.13 TS 15+54.48 IE. 23.75 R A= 39'34' IE. 59.63 R 1+32.25_ SH IE. 38.75 SO TW 41.50 1+31.25 IE. 58.42 24+11.00IE. 28.05 R Q = 12.6 IE. 59.71 Q = 7.0IE. 58.50 TS 24+35.97 IE. 38.90 R 1+32.25_ SHIE. 26.59 R 13+41.68 A = 18+34.58 IE. 38.98 Q = 5.0 IE. 60.25 R = 07-39' 66.58 R 26+02.62LINE A-2 IE. 26.67 TS 13+43.68 IE. 71.91 R = 20'30' IE. 35.14 R = 46'50'IE. 26.84 R 13+44.68 IE. 27.69 R 15+21.47 IE. 23.05 0= 6.5 IE. 27.87 R = 08'55'IE. 22.95 R 1+36.11 TS 19.48 R 70-56' 3+97.45 IE. 80.0 SO TW 80.70 1+03.25 IE. 79.50 R 27+12.00IE. 22.46 1+35.11 JX IE. 57.19 R 3+20.67 IE. 79.58 TS 27+14.00 IE. 19.85 3+96.45 IE. 80.20 R 1+04.25IE. 24.85 1+02.75 IE. 22.38 1+33.11 TS IE. 31.28 R 1+46.08 IE. 22.63 8+28.45 IE. 57.27 3+22.67 IE. 79.75 JX 27+15.00 IE. 19.77 3+94.45 IE. 80.28 Q = 2.7 LINE A-10 IE. 24.77 0 = 5.5 1+00.00 IE. 22.21 1+32.11 IE. 31.36 1+48.08 IE. 22.55 8+26.45 IE. 57.44 3+23.67 IE. 79.83 TS 1+30.25 IE. 19.60 3+93.45 IE. 31.53 R 1+49.08 IE. 22.13 R 1+00.00 IE. 57.52 0 = 3.4 IE. 82.13 SH 0 = 3.1 1+29.25 IE. 85.33 TW 86.31IE. 19.31 SO TW 4.3 IE. 82.05 R +00.00 IE. 54.82 R 2+14.87 IE. 54.90 2+16.87 IE. 58.09 R 3+81.83IE. 24.63 TW 27.20 1+28.75 IE. 55.07 R 2+17.87 IE. 58.17 TS 3+83.83 IE. 85.00 R 28+13.00IE. 58.34 3+84.83 IE 25.38 R 1+29.75 SH IE. 85.08 Q = 22.2IE. 58.42 0 = 4.0 IE 25.46 Q = 4.8 IE. 59.17 R 4+60.74 IE. 21.00 R 6+28.12 IE. 59.25 Q = 5.2 IE. 21.08 6+30.12 IE. 87.79 R 3+46.35IE. 21.25 R 6+31.12 IE. 20.89 R A= 59V6' IE. 89.99 0 = 17.6IE. 87.87 3+48.35IE. 17.65 R 1+00.00 IE. 80.0 SO TW 80.70 LINE A- 1+00.00 IE. 85.50 SO TW 86.70 1+29.25 © 7 IE. 85.70 R 1+30.25 IE. 85.80 SH 0 = 4.7 LINE A-9 IE. 17.57 SO JOB / 1239.00 FILE: T: ENGR \ 1239 \EXHIBI T\ 1239H YD2. DATE: 03/10/98 IE. 88.12 TS A = 3219' LINE A-W DWG I I I I I I I I I G C I I I i I i B KELLY RANCH LINE B-2 LINE 6-4 LINE B-J 1+95.89 JOB f 1239.00 FILE: T:ENCtt\t239\EXHBIT\l239HWI.DWG DATE: 03/10/98 LINE B LINE B-8 IE. 34.91 1+94.89 IE. 34.83 R 0 = 5.2 1+12.39 IE. 33.09 R 4+75.10IE. 33.57 SH Q = 4.8 1+04.75 IE. 34.48 R A= 04-26IE. 33.17 TS 4+77.10 IE. 34.00 TS 1+11.39IE. 33.51 JX 4+78.10 IE. 33.49 R 1+00.00 IE. 33.92 JX 1+09.39IE. 33.30 S TW 34.40 IE. 33.75 TS 1+08.39 IE. 33.67 R 1+00.00 IE. 33.59 SO TW 35J? . IE. 35.70 R 3+84.00IE. 33.30 SO TW 34.40 1+30.75 IE. 36.05 R 1+04.25 IE. 35.70 SH 0 = 9.8IE. 33.60 R IE. 36.13 SH Q = 3.4IE. 34.81 SOTW 35.50 1+81.57 IE. 32.98 R A = 88-37'LINE B-5IE. 33.68 SH 0 = 1.6 IE. 32.80 TS 4+14.22 35.58 SH = 5.9 IE. 32.72 JX 4+12.22 IE. 31.96 R A= 36*43'IE. 32.55 TS 4+11.22 IE. 34.57 R 3+02.23 IE. 32.47 R IE. 31.36 R A= 4113'IE. 36.03 SO 1+29.25 R IE. 34.65 IS 3+04.23 IE. 34.82 R 3+05.23 IE. 33.29 SO 1+01.00 IE. 36.30 1+30.25 SHIE. 34.90 TS IE. 33.29 R LINE B LINE B-7 IE. 36.38 Q = 6.4 DATE: 10/ 1/1998 *" TIME: 15:48 F0515P *"" WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 urn CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) •an CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 14 1.50 CD 2 4 2.00 CD 34 2.50 •I CD 54 3.50 CD 620 0.00 10.00 2.00 0.00 m m F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING BEADING LINE NO 1 IS --ten , KELLY RANCH - VILLAGE E HEADING LINE NO 2 is - STORM DRAIN LINE Al i HEADING LINE NO 3 IS - JOB #1239.10 03/98 1 JL « F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 100.00 17.57 5 W S ELEV 22.66 ELEMENT NO 2 IS A REACH * * « U/S DATA STATION INVERT SECT 105.00 17.65 5 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT 214.70 18.36 5 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 52.22 0.00 0 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT 332.70 19.13 5 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ~ ELEMENT NO 5 IS A JUNCTION * * * * * * * j|| U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 356.85 19.31 510 0.013 7.0 0.0 19.93 0.00 90.00 0.00 IP f ELEMENT NO 6 IS A REACH * * * U/S DATA STATION INVERT SECT 387.17 19.48 5 ELEMENT NO 7 IS A REACH * * * U/S DATA STATION INVERT SECT 393.45 19.52 5 N 0.013 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 70.56 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 8 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 394.45 19.60 6 N 0.013 ELEMENT NO 9 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 396.45 19.77 510 0.013 5.3 0.0 21.85 0.00 90.00 - 0.00 ELEMENT NO 10 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 397.45 19.85 5 N 0.013 ELEMENT NO 11 IS A REACH U/S DATA STATION INVERT SECT 419.86 19.96 5m m N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 • pr F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 12 IS A REACH * * * U/S DATA STATION INVERT SECT ^ 605.55 20.89 5 <* ELEMENT NO 13 IS A REACH * * * U/S DATA STATION INVERT SECT """* 627.12 21.00 5 N 0.013 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 59.06 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 14 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 628.12 21.08 6 N 0.013 ELEMENT NO 15 IS A REACH * * * U/S DATA STATION INVERT SECT 630.12 21.25 6 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ~ ELEMENT NO 16 IS A TRANSITION * * * JH U/S DATA STATION INVERT SECT 631.12 21.33 5 N 0.013 j ELEMENT NO 17 IS A REACH * * * U/S DATA STATION INVERT SECT 825.45 22.30 5 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ' ELEMENT NO 18 IS A TRANSITION * * * U/S DATA STATION INVERT SECT * 826.45 22.38 6 N 0.013 ELEMENT NO 19 IS A JUNCTION * * * * * * * I U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 828.45 22.55 511 0.013 4.5 5.4 24.63 24.63 90.00 90.00 ELEMENT NO 20 IS A TRANSITION * * * U/S DATA STATION INVERT SECT I 829.45 22.63 5 N 0.013 (|;-ELEMENT NO 21 IS A REACH * * * 1|| 0/S DATA STATION INVERT SECT 859.84 22.85 5 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 •ELEMENT NO 22 IS A REACH * * * ' U/S DATA STATION INVERT SECT 988.97 23.75 5 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 39.34 0.00 0 IELEMENT NO 23 is A REACH * * * • U/S DATA STATION INVERT SECT I 1030.93 24.05 5 "ELEMENT NO 24 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1031.93 24.13 6 N 0.013 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 F 0 5 1 5 P PAGE NO 4 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 25 IS A REACH * * * U/S DATA STATION INVERT SECT 1033.93 24.30 6 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 26 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1034.93 24.38 5 N 0.013 ELEMENT NO 27 IS A REACH * * * U/S DATA STATION INVERT SECT 1101.61 24.85 5 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 84.54 0.00 0 ELEMENT NO 28 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1102.61 24.93 6 N 0.013 ELEMENT NO 29 IS A REACH * * * U/S DATA STATION INVERT SECT 1104.61 25.10 6 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 30 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1105.61 25.18 5 N 0.013 ELEMENT NO 31 IS A REACH * * * U/S DATA STATION INVERT SECT 1340.68 26.59 5 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 32 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1341.68 26.67 6 N 0.013 ELEMENT NO 33 IS A REACH * * * U/S DATA STATION INVERT SECT 1343.68 26.84 6 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 m ELEMENT NO 34 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1344.68 26.92 5 N 0.013 w * 3".HF ' • ELEMENT NO 35 IS A REACH * * * U/S DATA STATION INVERT SECT 1488.27 27.69 5 ELEMENT NO 36 IS A REACH * * * U/S DATA STATION INVERT SECT 1521.47 27.87 5 ELEMENT NO 37 IS A REACH * * * jff, U/S DATA STATION INVERT SECT Li 1554.48 28.05 5 N 0.013 N 0.013 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 8.56 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 38 IS A TRANSITION * * * U/S DATA STATION INVERT SECT ** 1555.48 28.13 6 N 0.013 F 0 5 1 5 P * WATER SURFACE PROFILE - ELEMENT CARD LISTING PAGE NO 5 |f ELEMENT NO 39 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 0.3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 Mr 1557.48 28.30 510 0.013 11.5 0.0 30.38 0.00 90.00 0.00 ELEMENT NO 40 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1558.48 28.38 5 N 0.013 ELEMENT NO 41 IS A REACH * * * ** U/S DATA STATION INVERT SECT |g 1680.22 29.06 5 0P, ELEMENT NO 42 IS A REACH * * * U/S DATA STATION INVERT SECT ** 1744.73 29.42 5 N 0.013 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 19.45 0.00 0 ELEMENT NO 43 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1745.73 29.50 6 N 0.013 ELEMENT NO 44 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1747.73 30.84 220 0.013 11.4 0.0 30.92 0.00 50.00 0.00 N 0.013 ELEMENT NO 45 IS A TRANSITION * U/S DATA STATION INVERT SECT 1748.73 30.92 2 ELEMENT NO 46 IS A REACH * * * U/S DATA STATION INVERT SECT 1834.58 35.14 2 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 46.45 0.00 0 ELEMENT NO 47 IS A REACH * * * U/S DATA STATION INVERT SECT 1871.47 36.96 2 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 11.18 0.00 0 ELEMENT NO 48 IS A REACH * * * j U/S DATA STATION INVERT SECT 1897.73 38.25 2 N 0.013 RADIUS ANGLE ANG PT MAN K 0.00 0.00 0.00 0 ELEMENT NO 49 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1898.73 38.33 6 N 0.013 • ELEMENT NO 50 IS A JUNCTION * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 fi* 1900.73 38.50 210 0.013 4.6 04 INVERT-3 INVERT-4 PHI 3 PHI 4 0.0 38.75 0.00 90.00 0.00 » m tt F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING PAGE NO 6 Wt ELEMENT NO 51 IS A TRANSITION * * * U/S DATA STATION INVERT SECT M 1901.73 38.58 2 N 0.013 ELEMENT NO 52 IS A REACH * U/S DATA STATION INVERT SECT 2043.40 43.13 2 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 53 IS A TRANSITION * U/S DATA STATION INVERT SECT 2044.40 43.21 6 N 0.013 ELEMENT NO 54 IS A REACH * * * U/S DATA STATION INVERT SECT 2046.40 43.38 6 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 55 IS A TRANSITION * U/S DATA STATION INVERT SECT 2047.40 43.46 2 N 0.013 ELEMENT NO 56 IS A REACH * * * U/S DATA STATION INVERT SECT 2254.52 52.17 2 ELEMENT NO 57 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 2255.52 52.25 6 N 0.013 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 23.08 0.00 0 ELEMENT NO 58 IS A REACH * * * IP* U/S DATA STATION INVERT SECT 2257.52 52.42 6 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 _. ELEMENT NO 59 IS A TRANSITION * * * «Mt U/S DATA STATION INVERT SECT JP 2258.52 52.50 2 N 0.013 ELEMENT NO 60 IS A REACH * * • U/S DATA STATION INVERT SECT 2330.25 55.20 2 "JJ ELEMENT NO 61 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 2331.25 55.28 6 N 0.013 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 62 IS A REACH * * * U/S DATA STATION - INVERT SECT 2333.25 55.45 6 * *ELEMENT NO 63 IS A TRANSITION * U/S DATA STATION INVERT SECT 2334.25 55.53 2 N 0.013 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 P 0 5 1 S P WATER SURFACE PROFILE - ELEMENT CARD LISTING PAGE NO 7 — ELEMENT NO 64 IS A REACH * * * U/S DATA STATION INVERT SECT *k 2407.00 58.17 2 *"* ELEMENT NO 65 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 2408.00 58.25 6 N 0.013 N 0.013 RADIUS ANGLE ANG FT MAN H 0.00 0.00 0.00 0 ELEMENT NO 66 IS A JUNCTION * * * * * * « ***+ U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 ^ 2410.00 58.42 210 0.013 6.9 0.0 59.00 0.00 90.00 0.00 h ELEMENT NO 67 IS A TRANSITION * * * U/S DATA STATION INVERT SECT ' 2411.00 58.50 2 N 0.013 f!'^ ELEMENT NO 68 IS A REACH * * * {i| U/S DATA STATION INVERT SECT 2435.97 60.25 2 •1ft j|| ELEMENT NO 69 IS A REACH * * * U/S DATA STATION INVERT SECT _. 2526.38 66.58 2 N 0.013 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 7.39 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 'ELEMENT NO 70 is A REACH * * * U/S DATA STATION INVERT SECT ' 2602.62 71.91 2 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 20.30 0.00 0 ELEMENT NO 71 IS A REACH * * * i U/S DATA STATION INVERT SECT 2711.00 79.50 2 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 72 IS A TRANSITION * * *I U/S DATA STATION INVERT SECT I 2712.00 79.58 6 N 0.013 NO 73 IS A JUNCTION * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 2714.00 79.75 2 1 1 0.013 Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2.9 2.7 80.00 80.00 90.00 90.00 *i ELEMENT NO 74 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 2715.00 79.83 2 f* m N 0.013 a pr F 0 5 1 5 P PAGE NO 8 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 75 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG FT MAN H 2812.00 85.00 2 0.013 0.00 0.00 0.00 0 ELEMENT NO 76 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 2813.00 85.08 2 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV - INV + DC fhi f -ICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE 1 KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 03/98 |P» STATION w _ L/ELEM INVERT DEPTH W.S. ELEV OF FLOW ELEV SO VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH SF AVE HF HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR 100.00 17.57 5.090 22.660 84.4 8.77 1.195 23.855 0.00 2.863 5.00 0.01600 .007037 0.04 105.00 17.65 5.045 22.695 84.4 8.77 1.195 23.890 0.00 2.863i109.70 0.00647 .007037 0.77 214.70 18.36 5.289 23.649 84.4 8.77 1.195 24.844 0.00 2.863 118.00 0.00653 .007037 0.83 332.70 19.13 5.350 24.480 84.4 8.77 1.195 25.675 0.00 2.863 rUNCT STR 0.00745 .006477 0.16 356.85 19.31 5.706 25.016 77.4 8.04 1.005 26.021 0.00 2.752 30.32 0.00561 .005918 0.18 387.17 19.48 5.893 25.373 77.4 8.04 1.005 26.378 0.00 2.752 ^ 6.28 0.00637 ^ 393.45 19.52 5.891 25.411 ••TRANS STR 0.08000 .005918 0.04 77.4 8.04 1.005 26.416 0.00 2.752 .004734 0.00 394.45 19.60 6.271 25.871 77.4 6.17 0.591 26.462 0.00 3.597 JONCT STR 0.08500 .004343 0.01 396.45 19.77 5.934 25.704 72.1 7.49 0.872 26.576 0.00 2.660 STR 0.08000 .005136 0.01 397.45 19.85 5.859 25.709 72.1 7.49 0.872 26.581 0.00 2.660 22.41 0.00491 .005136 0.12 419.86 19.96 5.864 25.824 72.1 7.49 0.872 26.696 0.00 2.660 3.50 0.00 0.00 0 0.00 2.082 0.00 3.50 0.00 0.00 0 0.00 3.024 0.00 3.50 0.00 0.00 0 0.00 3.005 0.00 3.50 0.00 0.00 0 0.00 0.00 3.50 0.00 0.00 0 0.00 2.962 0.00 3.50 0.00 0.00 0 0.00 2.760 0.00 3.50 0.00 0.00 0 0.00 0.00 10.00 2.00 0.00 0 0.00 0.00 3.50 0.00 0.00 0 0.00 0.00 3.50 0.00 0.00 0 0.00 2.945 0.00 3.50 0.00 0.00 0 0.00 185.69 0.00501 .005136 0.95 2.910 0.00 jICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB f1239.10 03/98 STATION INVERT DEPTH ELEV OF FLOW W.S. ELEV L/ELEM SO VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER SF AVE HF NORM DEPTH ZR 605.55 20.89 6.029 26.919 72.1 7.49 0.872 27.791 0.00 2.660 &_ 21.57 0.00510 jp^ 627.12 21.00 6.030 27.030 TRANS STR 0.08000 .005136 0.11 72.1 7.49 0.872 27.902 0.00 2.660 .004058 0.00 628.12 21.08 6.366 27.446 72.1 5.66 0.498 27.944 0.00 3.431 2.00 0.08500 .003086 0.01 630.12 21.25 6.170 27.420 72.1 5.84 0.530 27.950 0.00 3.431 -TRANS STR 0.08000 .004164 0.00 631.12 21.33 5.821 27.151 72.1 7.49 0.872 28.023 0.00 2.660 194.33 0.00499 .005136 1.00 825.45 22.30 5.849 28.149 72.1 7.49 0.872 29.021 0.00 2.660 .004178 0.00 72.1 5.87 0.534 29.059 0.00 3.431 .003521 0.01 P STR 0.08000 826.45 22.38 6.145 28.525 i IjUNCT STR 0.08500 828.45 22.55 6.041 28.591 62.2 6.47 0.649 29.240 0.00 2.472 TRANS STR 0.08000 .003822 0.00 829.45 22.63 5.965 28.595 62.2 6.47 0.649 29.244 0.00 2.472 30.39 0.00724 .003822 0.12 859.84 22.85 5.861 28.711 62.2 6.47 0.649 29.360 0.00 2.472 129.13 0.00697 .003822 0.49 988.97 23.75 5.541 29.291 62.2 6.47 0.649 29.940 0.00 2.472 3.50 0.00 0.00 0 0.00 2.880 0.00 3.50 0.00 0.00 0 0.00 0.00 10.00 2.00 0.00 0 0.00 1.514 0.00 10.00 2.00 0.00 0 0.00 0.00 3.50 0.00 0.00 0 0.00 2.915 0.00 3.50 0.00 0.00 0 0.00 0.00 10.00 2.00 0.00 0 0.00 0.00 3.50 0.00 0.00 0 0.00 0.00 3.50 0.00 0.00 0 0.00 2.212 0.00 3.50 0.00 0.00 0 0.00 2.241 0.00 3.50 0.00 0.00 0 0.00 41.96 0.00715 .003822 0.16 2.221 0.00 JCENSEE: Project Design Consultants KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 03/98 LSTATION INVERT DEPTH W.S. ELEV OF FLOW ELEV I L/ELEM SO F0515P WATER SURFACE PROFILE LISTING PAGE VEL VEL HEAD ENERGY GRD.EL. SUPER CRITICAL ELEV DEPTH HOT/ DIA BASE/ ID NO. SF AVE HF NORM DEPTH ZL NO AVBPR PIER ZR 1030.93 24.05 5.401 29.451 Ig'RANS STR 0.08000 U^ 1031.93 24.13 5.491 29.621 ™* 2.00 0.08500 62.2 6.47 0.649 30.100 0.00 2.472 .003445 0.00 62.2 5.66 0.498 30.119 0.00 3.109 .003202 0.01 1033.93 24.30 5.289 29.589 62.2 5.88 0.537 30.126 0.00 3.109 TRANS STR 0.08000 •» 1034.93 24.38 5.123 29.503 — 66.68 0.00705 * 1101.61 24.85 5.033 29.883 •RANS STR 0.08000 M 1102.61 24.93 5.014 29.944 •t 2.00 0.08500 .003578 0.00 62.2 6.47 0.649 30.152 0.00 2.472 .003822 0.25 62.2 6.47 0.649 30.532 0.00 2.472 .003787 0.00 62.2 6.20 0.597 30.541 0.00 3.109 .003947 0.01 1104.61 25.10 4.797 29.897 62.2 6.48 0.653 30.550 0.00 3.109 f^ •fcRANS STR 0.08000 .003981 0.00 * 1105.61 25.18 4.725 29.905 62.2 6.47 0.649 30.554 0.00 2.472 235.07 0.00600 .003822 0.90 1340.68 26.59 4.213 30.803 62.2 6.47 0.649 31.452 0.00 2.472 -i-RANS STR 0.08000 .005317 0.01 1341.68 26.67 3.846 30.516 62.2 8.'09 1.015 31.531 0.00 3.109 1.00 0.08500 .007201 0.01 1342.68 26.75 3.667 30.422 62.2 8.48 1.117 31.539 0.00 3.109 3.50 0.00 0.00 0 0.00 0.00 10.00 2.00 0.00 0 0.00 1.350 0.00 10.00 2.00 0.00 0 0.00 0.00 3.50 0.00 0.00 0 0.00 2.232 0.00 3.50 0.00 0.00 0 0.00 0.00 10.00 2.00 0.00 0 0.00 1.350 0.00 10.00 2.00 0.00 0 0.00 0.00 3.50 0.00 0.00 0 0.00 2.364 0.00 3.50 0.00 0.00 0 0.00 0.00 10.00 2.00 0.00 0 0.00 1.350 0.00 10.00 2.00 0.00 0 0.00 0.76 0.08500 .008030 0.01 1.350 0.00 LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE STORM DRAIN LINE Al JOB #1239.10 03/98 STATION INVERT DEPTH ELEV OF FLOW W.S. ELEV VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HGT/ BASE/ DIA ID NO. ZL NO AVBPR PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 1343.44 26.82 3.496 30.316 62.2 8.89 1.228 31.544 0.00 3.109 10.00 2.00 0.00 0 0.00 0.24 0.08500 .008656 0.00 1.350 0.00 m 1343.68 26.84 3.431 30.271 62.2 9.06 1.276 31.547 0.00 3.109 I TRANS STR 0.08000 .006333 0.01 10.00 2.00 0.00 0 0.00 0.00 1344.68 26.92 4.047 30.967 62.2 6.47 0.649 31.616 0.00 2.472 3.50 0.00 0.00 0 0.00 143.59 0.00536 .003822 0.55 2.465 0.00 1488.27 27.69 3.826 31.516 62.2 6.47 0.649 32.165 0.00 2.472 3.50 0.00 0.00 0 0.00 33.20 0.00542 .003822 0.13 2.455 0.00 1521.47 27.87 3.813 31.683 62.2 6.47 0.649 32.332 0.00 2.472 3.50 0.00 0.00 0 0.00 33.01 0.00545 .003822 0.13 2.450 0.00 1554.48 28.05 3.759 31.809 62.2 6.47 0.649 32.458 0.00 2.472 3.50 0.00 0.00 0 0.00 TRANS STR 0.08000 0.00 1555.48 28.13 3.109 31.239 62.2 10.00 1.554 32.793 0.00 3.109 10.00 2.00 0.00 0 0.00 IpJUNCT STR 0.08500 cl .006823 0.01 1557.48 28.30 4.345 32.645 50.7 5.27 0.431 33.076 0.00 2.226 0.00 3.50 0.00 0.00 0 0.00 TRANS STR 0.08000 .002539 0.00 0.00 1558.48 28.38 4.267 32.647 50.7 5.27 0.431 33.078 0.00 2.226 3.50 0.00 0.00 0 0.00 121.74 0.00559 .002539 0.31 2.104 0.00 1680.22 29.06 3.897 32.957 50.7 5.27 0.431 33.388 0.00 2.226 3.50 0.00 0.00 0 0.00 50.37 0.00558 V .002539 0.13 1730.59 29.34 3.776 33.117 50.7 5.27 0.431 33.548 0.00 2.226 HYDRAULIC JUMP 2.105 0.00 3.50 0.00 0.00 0 0.00 0.00 iICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV L/ELEM SO VEL VEL HEAD ENERGY GRD.EL. SUPER CRITICAL ELEV DEPTH HGT/ DIA BASE/ ID NO. SF AVE HF NORM DEPTH ZL NO AVBPR PIER ZR Pf I 1730.59 29.34 1.240 30.581 2.16 0.00558 1732.75 29.35 1.231 30.584 11.98 0.00558 1744.73 29.42 1.189 30.609 TRANS STR 0.08000 1745.73 29.50 1.489 30.989 . rUNCT STR 0.67000 1747.73 30.84 1.360 32.200 TIANS STR 0.08000 1748.73 30.92 1.364 32.284 43.28 0.04916 50.7 16.62 4.291 34.872 0.00 2.226 .035561 0.08 50.7 16.78 4.371 34.955 0.00 2.226 .038559 0.46 50.7 17.59 4.806 35.415 0.00 2.226 .042568 0.04 50.7 17.03 4.504 35.493 0.00 2.713 .045269 0.09 39.3 17.27 4.634 36.834 0.00 1.949 .046321 0.05 39.3 17.21 4.601 36.885 0.00 1.949 .044859 1.94 1792.01 33.05 1.393 34.440 39.3 16.82 4.391 38.831 0.00 1.949 42.57 0.04916 .041265 1.76 1834.58 35.14 1.456 36.596 39.3 16.03 3.992 40.588 0.00 1.949 20.01 0.04934 .037288 0.75 3.50 0.00 0.00 0 0.00 2.105 0.00 3.50 0.00 0.00 0 0.00 2.105 0.00 3.50 0.00 0.00 0 0.00 0.00 10.00 2.00 0.00 0 0.00 0.00 2.00 0.00 0.00 0 0.00 0.00 2.00 0.00 0.00 0 0.00 1.330 0.00 2.00 0.00 0.00 0 0.00 1.330 0.00 2.00 0.00 0.00 0 0.00 1.330 0.00 1854.59 36.13 1.511 37.638 39.3 15.42 3.694 41.332 0.00 1.949 2.00 0.00 0.00 0 0.00 16.88 0.04934 .033883 0.57 1.330 0.00 1871.47 36.96 1.586 38.546 39.3 14.71 3.359 41.905 0.00 1.949 3.27 0.04912 .031737 0.10 1874.74 37.12 1.605 38.726 39.3 14.53 3.280 42.006 0.00 1.949 to *** 11.02 0.04912 .029962 0.33 2.00 0.00 0.00 0 0.00 1.331 0.00 2.00 0.00 0.00 0 0.00 1.331 0.00 LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV. L/ELEM • SO VEL VEL HEAD ENERGY GRD.EL. SUPER CRITICAL ELEV DEPTH HGT/ DIA BASE/ ID NO. SF AVE HF NORM DEPTH ZL NO AVBPR PIER ZR 1885.76 37.66 1.692 39.354 7.76 0.04912 39.3 13.86 2.982 42.336 0.00 1.949 .027589 0.21 1893.52 38.04 1.796 39.839 39.3 13.21 2.712 42.551 0.00 1.949 4.21 0.04912 .026670 0.11 1897.73 38.25 1.949 40.199 39.3 12.60 2.464 42.663 0.00 1.949 TRANS STR 0.08000 .014474 0.01 1898.73 38.33 4.224 42.554 39.3 4.65 0.336 42.890 0.00 2.289 JONCT STR 0.08500 1900.73 38.50 3.005 41.505 TRANS STR 0.08000 .012863 0.03 34.7 11.04 1.894 43.399 0.00 1.918 .023528 0.02 1901.73 38.58 2.949 41.529 34.7 11.04 1.894 43.423 0.00 1.918 23.35 0.03212 .023528 0.55 1925.08 39.33 2.759 42.089 34.7 11.04 1.894 43.983 0.00 1.918 It* HYDRAULIC JUMP ^ 1925.08 39.33 1.397 40.727 34.7 14.81 3.406 44.133 0.00 1.918 1.85 0.03212 .033732 0.06 1926.93 39.39 1.397 40.786 34.7 14.80 3.403 44.189 0.00 1.918 76.94 0.03212 .035771 2.75 2003.87 41.86 1.338 43.198 34.7 15.53 3.743 46.941 0.00 1.918 39.53 0.03212 .040218 1.59 2043.40 43.13 1.284 44.414 34.7 16.28 4.117 48.531 0.00 1.918 2.00 0.00 0.00 0 0.00 1.331 0.00 2.00 0.00 0.00 0 0.00 1.331 0.00 2.00 0.00 0.00 0 0.00 0.00 10.00 2.00 0.00 0 0.00 0.00 2.00 0.00 0.00 0 0.00 0.00 2.00 0.00 0.00 0 0.00 1.421 0.00 2.00 0.00 0.00 0 0.00 0.00 2.00 0.00 0.00 0 0.00 1.421 0.00 2.00 0.00 0.00 0 0.00 1.421 0.00 2.00 0.00 0.00 0 0.00 1.421 0.00 2.00 0.00 0.00 0 0.00 TRANS STR 0.08000 .048044 0.05 0.00 iICENSEE: Project Design Consultants FOS15P WATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 03/98 STATION INVERT DEPTH ELEV OF FLOW W.S. ELEV VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 2044.40 43.21 1.031 44.241 34.7 16.82 4.393 48.634 0.00 2.107 2.00 0.08500 .052910 0.11 2046.40 43.38 1.040 44.420 34.7 16.68 4.322 48.742 0.00 2.107 "TRANS STR o.osooo ' 2047.40 43.46 1.290 44.750 tat 73.09 0.04205 - 2120.49 46.53 1.290 47.824 134.03 0.04205 I* 2254.52 52.17 1.340 53.510 ** TRANS STR 0.08000 2255.52 52.25 1.079 53.329 2.00 0.08500 2257.52 52.42 1.091 53.511 IptrRANS STR 0.08000 ^ 2258.52 52.50 1.352 53.852 Mi 71.73 0.03764 2330.25 55.20 1.376 56.576 TRANS STR 0.08000 P»I ii 2331.25 55.28 1.108 56.388 m 2.00 0.08500 .047188 0.05 34.7 16.19 4.071 48.821 0.00 1.918 .042042 3.07 34.7 16.19 4.071 51.895 0.00 1.918 .039899 5.35 34.7 15.50 3.733 57.243 0.00 1.918 .042610 0.04 34.7 16.08 4.015 57.344 0.00 2.107 .046786 0.09 34.7 15.91 3.931 57.442 0.00 2.107 .041482 0.04 34.7 15.35 3.661 57.513 0.00 1.918 .035992 2.58 34.7 15.05 3.519 60.095 0.00 1.918 .039666 0.04 34.7 15.65 3.804 60.192 0.00 2.107 .043465 0.09 2333.25 55.45 1.123 56.573 34.7 15.46 3.710 60.283 0.00 2.107 10.00 2.00 0.00 0 0.00 0.870 0.00 10.00 2.00 0.00 0 0.00 0.00 2.00 0.00 0.00 0 0.00 1.290 0.00 2.00 0.00 0.00 0 0.00 1.290 0.00 2.00 0.00 0.00 0 0.00 0.00 10.00 2.00 0.00 0 0.00 0.870 0.00 10.00 2.00 0.00 0 0.00 0.00 2.00 0.00 0.00 0 0.00 1.340 0.00 2.00 0.00 0.00 0 0.00 0.00 10.00 2.00 0.00 0 0.00 0.870 0.00 10.00 2.00 0.00 0 0.00 ?RANS STR 0.08000 .038361 0.04 0.00 LICENSEE: Project Design Consultants FOS15P WATER SURFACE PROFILE LISTING PAGE 8 KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV VEL VEL HEAD ENERGY GRD.EL. SUPER CRITICAL ELEV DEPTH HGT/ BASE/ DIA ID NO. ZL NO AVBPR PIER L/ELEM SO SF AVE HP NORM DEPTH ZR 2334.25 55.53 1.393 56.923 34.7 14.85 3.426 60.349 0.00 1.918 2.00 0.00 0.00 0 0.00 26.81 0.03629 .033420 0.90 1.360 0.00 2361.06 56.50 1.411 57.914 34.7 14.64 3.329 61.243 0.00 1.918 2.00 0.00 0.00 0 0.00 45.94 0.03629 .031117 1.43 1.360 0.00 2407.00 58.17 1.476 59.646 34.7 13.96 3.025 62.671 0.00 1.918 2.00 0.00 0.00 0 0.00 TRANS STR 0.08000 .033274 0.03 0.00 2408.00 58.25 1.184 59.434 34.7 14.65 3.334 62.768 0.00 2.107 10.00 2.00 0.00 0 0.00 JUNCT STR 0.08500 .053302 0.11 0.00 2410.00 58.42 0.960 59.380 27.8 18.65 5.398 64.778 0.00 1.825 2.00 0.00 0.00 0 0.00 TRANS STR 0.08000 .069456 0.07 0.00 2411.00 58.50 0.960 59.460 27.8 18.65 5.398 64.858 0.00 1.825 2.00 0.00 0.00 0 0.00 24.97 0.07008 .069468 1.73 0.960 0.00 2435.97 60.25 0.960 61.210 27.8 18.65 5.398 66.608 0.00 1.825 2.00 0.00 0.00 0 0.00 40.64 0.07001 .069468 2.82 0.960 0.00 2476.61 63.09 0.960 64.055 27.8 18.65 5.398 69.453 0.00 1.825 2.00 0.00 0.00 0 0.00 49.77 0.07001 .069001 3.43 0.960 0.00 2526.38 66.58 0.964 67.544 27.8 18.56 5.348 72.892 0.00 1.825 2.00 0.00 0.00 0 0.00 76.24 0.06991 .065368 4.98 0.960 0.00 2602.62 71.91 0.991 72.901 27.8 17.89 4.969 77.870 0.00 1.825 2.00 0.00 0.00 0 0.00 21.23 0.07003 .060280 1.28 0.960 0.00 2623.85 73.40 1.009 74.406 27.8 17.47 4.741 79.147 0.00 1.825 2.00 0.00 0.00 0 0.00 25.91 0.07003 .054897 1.42 0.960 0.00 jICENSEE: Project Design Consultants KELLY RANCH - VILLAGE STORM DRAIN LINE Al JOB #1239.10 03/98 STATION INVERT DEPTH W.S. Q ELEV OF PLOW ELEV L/ELEM SO FOS15P WATER SURFACE PROFILE LISTING PAGE VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH SF AVE HF NORM DEPTH HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 2649.76 75.21 1.048 76.259 27.8 16.67 4.313 80.572 0.00 1.825 2.00 0.00 0.00 0 0.00 16.23 0.07003 .048403 0.79 0.960 2665.99 76.35 1.089 77.437 27.8 15.89 3.919 81.356 0.00 1.825 11.46 0.07003 .042715 0.49 2677.45 77.15 1.132 78.283 27.8 15.15 3.564 81.847 0.00 1.825 8.64 0.07003 .037728 0.33 2686.09 77.75 1.177 78.932 27.8 14.44 3.238 82.170 0.00 1.825 6.72 0.07003 .033365 0.22 2692.81 78.23 1.225 79.451 27.8 13.77 2.944 82.395 0.00 1.825 5.35 0.07003 .029556 0.16 2698.16 78.60 1.276 79.877 27.8 13.13 2.678 82.555 0.00 1.825 4.30 0.07003 .026236 0.11 2702.46 78.90 1.331 80.233 27.8 12.52 2.433 82.666 0.00 1.825 IP 3.50 0.07003 .023338 0.08 0.00 2.00 0.00 0.00 0 0.00 0.960 0.00 2.00 0.00 0.00 0 0.00 0.960 0.00 2.00 0.00 0.00 0 0.00 0.960 0.00 2.00 0.00 0.00 0 0.00 0.960 0.00 2.00 0.00 0.00 0 0.00 0.960 0.00 2.00 0.00 0.00 0 0.00 0.960 0.00 2705.96 79.15 1.389 80.536 2.83 0.07003 27.8 11.94 2.212 82.748 0.00 1.825 2.00 0.00 0.00 0 0.00 .020806 0.06 0.960 0.00 2708.79 79.34 1.4S1 80.796 27.8 11.38 2.011 82.807 0.00 1.825 2.00 0.00 0.00 0 0.00 2.21 0.07003 .018621 0.04 0.960 0.00 f» f Ifel 2711.00 79.50 1.520 81.020 27.8 10.85 1.828 82.848 0.00 1.825 2.00 0.00 0.00 0 0.00 STR 0.08000 .021132 0.02 2712.00 79.58 1.169 80.749 27.8 11.89 2.194 82.943 0.00 1.818 IUNCT STR 0.08500 .035880 0.07 0.00 10.00 2.00 0.00 0 0.00 0.00 LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 03/98 STATION INVERT DEPTH ELEV OF FLOW w.s. ELEV VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH PAGE 10 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 2714.00 79.75 0.943 80.693 22.2 15.24 3.605 84.298 0.00 1.682 TRANS STR 0.08000 .046864 0.05 2715.00 79.83 0.946 80.776 22.2 15.17 3.575 84.351 0.00 1.682 26.08 0.05330 2741.08 81.22 0.973 82.193 19.59 0.05330 .044449 1.16 22.2 14.63 3.325 85.518 0.00 1.682 .039754 0.78 2760.67 82.26 1.010 83.274 22.2 13.95 3.023 86.297 0.00 1.682 12.95 0.05330 2773.62 82.95 1.048 84.002 9.30 0.05330 2782.92 83.45 1.089 84.539 7.06 0.05330 2789.98 83.83 1.132 84.958 5.49 0.05330 .035005 0.45 22.2 13.30 2.747 86.749 0.00 1.682 .030850 0.29 22.2 12.69 2.499 87.038 0.00 1.682 .027225 0.19 22.2 12.09 2.270 87.228 0.00 1.682 .024056 0.13 2795.47 84.12 1.178 85.297 22.2 11.53 2.065 87.362 0.00 1.682 4.36 0.05330 It* 2799.83 84.35 1.226 85.578m 3.48 0.05330 f» (•I 2803.31 84.54 1.277 85.814 •Pi 2.76 0.05330 .021283 0.09 22.2 11.00 1.877 87.455 0.00 1.682 .018853 0.07 22.2 10.48 1.706 87.520 0.00 1.682 .016729 0.05 2806.07 84.68 1.331 86.015 22.2 10.00 1.551 87.566 0.00 1.682 2.16 0.05330 .014875 0.03 2.00 0.00 0.00 0 0.00 0.00 2.00 0.00 0.00 0 0.00 0.910 0.00 2.00 0.00 0.00 0 0.00 0.910 0.00 2.00 0.00 0.00 0 0.00 0.910 0.00 2.00 0.00 0.00 0 0.00 0.910 0.00 2.00 0.00 0.00 0 0.00 0.910 0.00 2.00 0.00 0.00 0 0.00 0.910 0.00 2.00 0.00 0.00 0 0.00 0.910 0.00 2.00 0.00 0.00 0 0.00 0.910 0.00 2.00 0.00 0.00 0 0.00 0.910 0.00 2.00 0.00 0.00 0 0.00 0.910 0.00 !• P"» jICENSEE: Project Design Consultants KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 03/98 STATION INVERT DEPTH ELEV OF FLOW w.s. ELEV L/ELEM SO F0515P WATER SURFACE PROFILE LISTING PAGE 11 VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH SF AVE HF NORM DEPTH HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 2808.23 84.80 1.389 86.188 1.63 0.05330 2809.86 84.89 1.452 86.338 1.17 0.05330 22.2 9.53 1.411 87.599 0.00 1.682 .013267 0.02 22.2 9.09 1.282 87.620 0.00 1.682 .011874 0.01 2811.03 84.95 1.520 86.469 22.2 8.67 1.166 87.635 0.00 1.682 0.73 0.05330 2811.76 84.99 1.595 86.582 0.24 0.05330 2812.00 85.00 1.682 86.682 .010678 0.01 22.2 8.26 1.060 87.642 0.00 1.682 .009673 0.00 22.2 7.87 0.962 87.644 0.00 1.682 2813.00 85.08 1.682 86.762 22.2 7.87 0.962 87.724 0.00 1.682 2.00 0.00 0.00 0 0.00 0.910 0.00 2.00 0.00 0.00 0 0.00 0.910 0.00 2.00 0.00 0.00 0 0.00 0.910 0.00 2.00 0.00 0.00 0 0.00 0.910 0.00 2.00 0.00 0.00 0 0.00 2.00 0.00 0.00 0 0.00 p» i pi to KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 03/98 100.00 .1 CH WE . R 111.74 .1 X WE R 123.49 135.23 146.98 158.72 170.47 182.21 193.96 . 205.70 217.45 . I X W E . R 229.19 240.94 252.68 264.42 276.17 287.91 299.66 311.40 323.15 334.89 . I CH W E . JX 346.64 358.38 . I CH WE R 370.13 381.87 393.61 . I CH W E . R 405.36 . I CH W E . TX 417.10 . I C WE H JX 428.85 . I CH WE TX 440.59 I C H WE . R 452.34 . I CH WE . R 464.08 475.83 487.57 499.32 511.06 522.81 534.55 546.29 558.04 569.78 581.53 593.27 605.02 . . 616.76 I CH W E . R 628.51 . I CH WE TX 640.25 I C WE H . R 652.00 . I C WE H TX 663.74 I C H WE R 675.48 687.23 698.97 . . 710.72 Ml «•" Mi JM. fc* IP* (to «*• ta P* DM ** an *•» Ml 4PH MB *• to «• *• <P» Mi P» ^ 1* HI HI M IP ••i f" to in y 722.46 734.21 745.95 757.70 769.44 781.19 792.93 804.68 816.42 828.16 839.91 851.65 863.40 875.14 886.89 898.63 910.38 922.12 933.87 945.61 957.35 969.10 980.84 992.59 1004.33 1016.08 1027.82 1039.57 1051.31 1063.06 1074.80 1086.55 1098.29 1110.03 1121.78 1133.52 1145.27 1157.01 1168.76 1180.50 1192.25 1203.99 1215.74 1227.48 1239.23 1250.97 1262.71 1274.46 1286.20 1297.95 1309.69 1321.44 1333.18 1344.93 1356.67 1368.42 1380.16 1391.90 1403.65 1415.39 I CH WE . TX I C X H . JX I CH WE TX I CH WE . R I C H WE . R CH WE I CH WE TX I C WE H . R I C WE H TX I C H WE . R I CH WE . TX I C WE H . R I C WE H TX I CH WE . R I C HWE . TX I CW E H R I X E H . R I X E H R I X E H TX I CHWE • . R c g •• 1 g _ * 1 B B B B fi B B B fl B• B 1427.14 1438.88 1450.63 1462.37 1474.12 1485.86 1497.61 1509.35 1521.10 1532.84 1544.58 1556.33 1568.07 1579.82 1591.56 1603.31 1615.05 1626.80 1638.54 1650.29 1662.03 1673.77 1685.52 1697.26 1709.01 1720.75 1732.50 1744.24 1755.99 1767.73 1779.48 1791.22 1802.97 1814.71 1826.45 1838.20 1849.94 1861.69 1873.43 1885.18 1896.92 1908.67 1920.41 1932.16 1943.90 1955.65 1967.39 1979.13 1990.88 2002.62 2014.37 2026.11 2037.86 2049.60 2061.35 2073.09 2084.84 2096.58 2108.32 2120.07 I CHWE I C XE R I C XE . TX I X E H . JX I C HWE . TX I CHWE . R CHX I C XE . R I WC H E . R I WC H E . R I WC H E TX I W C E H JX I WX E TX I WX E R I WX E R I WX E . R I WX E . R I X E . R I X E R I X E . R I WX E . R I X E TX I C WE H JX I X W E TX I X W E R I X W E . R I X E . R I XH E . R I WX E . R I WX E TX I WC E H R I WC E H TX I WX E . R 2131.81 2143.56 2155.30 2167.05 2178.79 2190.54 2202.28 2214.03 2225.77 2237.52 2249.26 2261.00 2272.75 2284.49 2296.24 2307.98 2319.73 2331.47 2343.22 2354.96 2366.71 2378.45 2390.19 2401.94 2413.68 2425.43 2437.17 2448.92 2460.66 2472.41 2484.15 2495.90 2507.64 2519.39 2531.13 2542.87 2554.62 2566.36 2578.11 2589.85 2601.60 2613.34 2625.09 2636.83 2648.58 2660.32 2672.06 2683.81 2695.55 2707.30 2719.04 2730.79 2742.53 2754.28 2766.02 2777.77 2789.51 2801.26 2813.00 I X IWX IW C IW C I WX E E H E K E I XH E IW C E I WC E I WX E IX E H H I WX E I WC E I WX E I WX E IWCH E IWX IWX IWCH E IW X E IWX E I WX E I WX E I WX E IWCH E I WX E I X E I WX E I WX E I X E IWC E IWCH E IWCH E IWCH E TX R TX R TX R TX R R TX JX TX R R R R R R R R R R R R R TX JX TX R R 17.57 24.77 31.97 39.17 46.37 53.58 60.78 67.98 75.18 82.38 89.58 N 0 T E S 1. GLOSSARY I - INVERT ELEVATION C - CRITICAL DEPTH W = WATER SURFACE ELEVATION H - HEIGHT OF CHANNEL E - ENERGY GRADE LINE X = CURVES CROSSING OVER B - BRIDGE ENTRANCE OR EXIT Y = WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY W f" M ATE: 10/ 1/1998 TIME: 16: 3 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.50 CD 2 2 0 0.00 10.00 2.00 0.00 F 0 5 1 5 P PAGE NO 3 MM WATER SURFACE PROFILE - TITLE CARD LISTING *»• ta HEADING LINE NO 1 IS - JP* KELLY RANCH - VILLAGE E HEADING LINE NO 2 IS - IP" STORM DRAIN LINE A2 to HEADING LINE NO 3 IS - (..., JOB#1239.10 AUG/98 F 0 S 1 5 P PAGE NO WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 100.00 19.31 1 W S ELEV 25.02 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT 132.11 22.13 1 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A JUNCTION * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 135.11 22.38 2 1 0 0.013 4.3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 0.0 22.38 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS 0.00 90.00 0.00 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT 218.61 22.87 1 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 I ELEMENT NO 5 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV m 218.61 22.87 1 0.00 TO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV - INV + DC LICENSEE: Project Design Consultants F051SP WATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE E STORM DRAIN LINE A2 JOBS1239.10 AUG/98 STATION L/ELEM INVERT DEPTH W.S. ELEV OF FLOW ELEV SO Q VEL VEL HEAD SF AVE ENERGY GRD.EL. HF SUPER CRITICAL HGT/ ELEV DEPTH DIA NORM DEPTH BASE/ ID NO. ZL ZR NO PIER AVBPR 100.00 19.31 5.710 25.020 10.8 6.11 0.580 25.600 0.00 1.261 1.50 0.00 0.00 0 0.00 32.11 0.08782 .010571 0.34 0.610 0.00 132.11 22.13 3.229 25.359 10.8 6.11 0.580 25.939 0.00 1.261 1.50 0.00 0.00 0 0.00 JONCT STR 0.08333 .005330 0.02 0.00 135.11 22.38 3.563 25.943 6.5 3.68 0.210 26.153 0.00 0.986 1.50 0.00 0.00 0 0.00 83.50 0.00587 .003829 0.32 1.020 0.00 218.61 22.87 3.393 26.263 6.5 3.68 0.210 26.473 0.00 0.986 1.50 0.00 0.00 0 0.00 KELLY RANCH - VILLAGE STORM DRAIN LINE A2 JOB#1239.10 AOG/98 in m P* Hi pi Hi **m P* m m m ^ k. »— |PM IH *•«• to IP* nnu M M (P» y IP» 'Hi 100.00 102.42 104.84 107.26 109.68 112.10 114.52 116.94 119.36 121.79 124.21 126.63 129.05 131.47 133.89 136.31 138.73 141.15 143.57 145.99 148.41 150.83 153.25 155.67 158.09 160.52 162.94 165.36 167.78 170.20 172.62 175.04 177.46 179.88 182.30 184.72 187.14 189.56 191.98 194.40 196.82 199.25 201.67 204.09 206.51 208.93 211.35 213.77 216.19 218.61 C H E W E JX R W E. 19.31 20.03 20.74 21.46 22.18 22.89 23.61 24.32 25.04 25.76 26.47 NOTES 1. GLOSSARY I = INVERT ELEVATION C = CRITICAL DEPTH W - WATER SURFACE ELEVATION H - HEIGHT OF CHANNEL E = ENERGY GRADE LINE X = CURVES 'CROSSING OVER B - BRIDGE ENTRANCE OR EXIT Y - WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY II Hi IP M (PI DATE: 10/ 1/1998 TIME: 16: 7 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9> Y(10) •" CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP m CD 14 1.50 mm p m F 0 S 1 5 P PAGE NO 3 I WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - KELLY RANCH - VILLAGE E HEADING LINE NO 2 IS - STORM DRAIN LINEA3 HEADING LINE NO 3 IS - JOB#1239.10 03/98 itH F 0 5 1 S P PAGE NO 2 «M WATER SURFACE PROFILE - ELEMENT CARD LISTING *• jm ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV ••• 100.00 24.63 1 28.59 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 128.75 25.38 1 0.013 0.00 0.00 0 00 0m ELEMENT NO 3 IS A SYSTEM HEADWORKS * * •" U/S DATA STATION INVERT SECT W S ELEV ^ 129.75 25.46 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING MB'-* WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV - INV + DC *• LICENSEE: Project Design Consultants P0515P WATER SURFACE PROFILE LISTING PAGE I KELLY RANCH - VILLAGE E STORM DRAIN LINEA3 JOB#1239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV Q VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HOT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ,«,, L/ELEM SO •m SF AVE HF NORM DEPTH ZR 100.00 24.63 3.960 28.590 4.8 2.72 0.115 28.705 0.00 0.842 1.50 0.00 0.00 0 0.00 28.75 0.02609 .002088 0.06 0.550 0.00 128.75 25.38 3.270 28.650 4.8 2.72 0.115 28.765 0.00 0.842 1.50 0.00 0.00 0 0.00 1.00 0.02609 .011549 -0.33 0.550 0.00 129.75 25.46 3.270 28.730 4.8 2.72 0.115 28.845 0.00 0.842 1.50 0.00 0.00 0 0.00 to pi .W M KM -f* m m ** to fm to iM m II •» « JM p* k. *• La I PIt *»« *• f1 i» #• ^^ 100.00 100.61 101.21 101.82 102.43 103.04 103.64 104.25 104.86 105.46 106.07 106.68 107.29 107.89 108.50 109.11 109.71 110.32 110.93 111.54 112.14 112.75 113.36 113.96 114.57 115.18 115.79 116.39 117.00 117.61 118.21 118.82 119.43 120.04 120.64 121.25 121.86 122.46 123.07 123.68 124.29 124.89 125.50 126.11 126.71 127.32 127.93 128.54 129.14 129.75 KELLY RANCH - VILLAGE E STORM DRAIN LINEA3 JOB#1239.10 03/98 W E I C H W E . R I C H W E . R 24.63 25.05 25.47 25.89 26.32 26.74 27.16 27.58 28.00 28.42 28.84 •I H NOTES 1. GLOSSARY I - INVERT ELEVATION C - CRITICAL DEPTH W - WATER SURFACE ELEVATION H = HEIGHT OF CHANNEL E = ENERGY GRADE LINE X = CURVES CROSSING OVER B = BRIDGE ENTRANCE OR EXIT Y = WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY pr m «•> >ATE: 10/ 1/1998 «TIME: 16:16 , F0515P "^ WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 MM CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y{7) Y(8) Y(9) Y(10) , j CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP "*"' CD 14 1.50 IN F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING ^ HEADING LINE NO 1 IS - KELLY RANCH - VILLAGE E ** HEADING LINE NO 2 IS - -n STORM DRAIN LINEA4 Ml HEADING LINE NO 3 IS - •*••* iaj JOB#1239.10 03/98 * "1 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING fPt {y ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV «• 100.00 24.63 1 28.59 ELEMENT NO 2 IS A REACH * * * ^ U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 102.75 24.77 1 0.013 0.00 0.00 0.00 0m , ELEMENT NO 3 IS A SYSTEM HEADWORKS * * ** U/S DATA STATION INVERT SECT W S ELEV |g 103.75 24.85 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING •!•»•* WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV - INV + DC » p» P * t* li LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE E STORM DRAIN LINEA4 JOB#1239.10 03/98 STATION L/ELEM INVERT DEPTH W.S. ELEV OF FLOW ELEV SO Q VEL VEL HEAD SF AVE ENERGY GRD . EL . HF SUPER CRITICAL HGT/ ELEV DEPTH DIA NORM DEPTH BASE/ ID NO. ZL ZR NO AVBE PIER c I I I I I I I I I 100.00 24.63 3.960 28.590 2.75 0.05091 102.75 24.77 3.828 28.598 1.00 0.05091 103.75 24.85 3.828 28.678 5.5 3.11 0.150 28.740 0.00 0.904 .002742 0.01 0.490 5.5 3.11 0.150 28.748 0.00 0.904 .007857 -0.02 0.490 5.5 3.11 0.150 28.828 0.00 0.904 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - KELLY RANCH - VILLAGE E••••1, UN* HEADING LINE NO 2 IS - *"» STORM DRAIN LINEAS ml HEADING LINE NO 3 IS - *•» JOB#1239.10 03/98 ;*.tm i fcl w ft. p*t IM •» JH p« •• r ^f* **' *« ^ r M"•I .1" |g 4M (1 f* u tly C W) i IM 100.00 100.08 100.15 100.23 100.31 100.38 100.46 100.54 100.61 100.69 100.77 100.84 100.92 100.99 101.07 101.15 101.22 101.30 101.38 101.45 101.53 101.61 101.68 101.76 101.84 101.91 101.99 102.07 102.14 102.22 102.30 102.37 102.45 102.53 102.60 102.68 102.76 102.83 102.91 102.98 103.06 103.14 103.21 103.29 103.37 103.44 103.52 103.60 103.67 103.75 KELLY RANCH - VILLAGE E STORM DRAIN LINEA4 JOB#1239.10 03/98 .1 C H WE WE. R WE. R 24.63 25.05 25.47 25.89 26.31 26.73 27.15 27.57 27.99 28.41 28.83 NOTES ' 1. GLOSSARY , I - INVERT ELEVATION C = CRITICAL DEPTH i W = WATER SURFACE ELEVATION H = HEIGHT OF CHANNEL ' E = ENERGY GRADE LINE X - CORVES CROSSING OVER» B - BRIDGE ENTRANCE OR EXIT I Y = WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY im M j DATE: 5/26/1998 fcM TIME: 15:10 F0515P *• WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 Iw CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y<4) Y(5) Y(6) Y(7) Y(B) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP *• CD 14 1.50 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - tM KELLY RANCH - VILLAGE E '»*• ft» HEADING LINE NO 2 IS - *" STORM DRAIN LINEAS ,tm HEADING LINE NO 3 IS - ,*•» JOB#1239.10 03/98 P 0 5 1 5 P PAGE NO 2 HATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 100.00 38.75 1 W S ELEV 41.50 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT 131.25 38.90 1 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS * * , U/S DATA STATION INVERT SECT W S ELEV 132.25 38.98 1 0.00 *NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV > INV + DC •«» . fa r *•m 1 LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE 1 KELLY RANCH - VILLAGE STORM DRAIN LINEA5 JOB#1239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV VEL VEL ENERGY SOPER CRITICAL HEAD GRD.EL. ELEV DEPTH HOT/ BASE/ ZL NO AVBPR DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 100.00 38.75 2.750 41.500 5.0 2.83 0.124 41.624 0.00 0.860 1.50 0.00 0.00 0 0.00 31.25 0.00480 .002266 0.07 0.910 0.00 131.25 38.90 2.671 41.571 5.0 2.83 0.124 41.695 0.00 0.860 1.50 0.00 0.00 0 0.00 w p» DATE: 8/ 5/1998 ,TIME: 16:58 F051SP HATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y{7) Y(8) Y(9) Y(10) , CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP * CD 14 1.50 F 0 5 1 5 P PAGE NO 3 ._ WATER SURFACE PROFILE - TITLE CARD LISTING *» HEADING LINE NO 1 IS - "^ KELLY RANCH - VILLAGE E tarf HEADING LINE NO 2 IS - r**, STORM DRAIN LINEA6 MM -^_ HEADING LINE NO 3 IS -|W^ *•" JOB#1239.10 03/98 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 100.00 59.00 1 W S ELEV 59.38 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT 131.25 59.63 1 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 132.25 59.71 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 *• - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV - INV + DC to f" LICENSEE: Project Design Consultants F0515P HATER SURFACE PROFILE LISTING PAGE 1 KELLY RANCH - VILLAGE E STORM DRAIN LINEA6 JOBftl239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HOT/ BASE/ ZL NO AVBPR DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 100.00 59.00 0.764 59.764 7.0 7.73 0.929 60.693 0.00 1.024 1.50 0.00 0.00 0 0.00 5.27 0.02016 .016315 0.09 0.720 0.00 105.27 59.11 0.774 59.880 7.0 7.61 0.899 60.779 0.00 1.024 1.50 0.00 0.00 0 0.00 10.08 0.02016 .015024 0.15 0.720 0.00 115.35 59.31 0.804 60.113 7.0 7.25 0.817 60.930 0.00 1.024 1.50 0.00 0.00 0 0.00 6.27 0.02016 .013248 0.08 0.720 0.00 121.62 59.44 0.835 60.271 7.0 6.92 0.743 61.014 0.00 1.024 1.50 0.00 0.00 0 0.00 4.09 0.02016 IH •f ft. -m id^•B 'IP to -m 4 4 125.71 59.52 0.868 60.386 2.69 0.02016 128.40 59.57 0.903 60.476 1.62 0.02016 130.02 59.60 0.941 60.546 0.98 0.02016 131.00 59.62 0.980 60.605 0.25 0.02016 131.25 59.63 1.024 60.654 132.25 59.71 1.024 60.734 .011692 0.05 0.720 7.0 6.60 0.676 61.062 0.00 1.024 .010334 0.03 0.720 7.0 6.29 0.614 61.090 0.00 1.024 .009151 0.01 0.720 7.0 6.00 0.559 61.105 0.00 1.024 .008115 0.01 0.720 7.0 5.72 0.508 61.113 0.00 1.024 .007201 0.00 0.720 7.0 5.45 0.461 61.115 0.00 1.024 7.0 5.45 0.461 61.195 0.00 1.024 0.00 l.SO 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 1.50 0.00 0.00 0 0.00 KELLY RANCH - VILLAGE E STORM DRAIN LINEA6 JOBS1239.10 03/9B *"* ; <H f* '.^ <•» to ,^» IH •P1 IH III ** •te 'J""» : : Hi •IP" •Hi *• 1^ p«i •-to "f* „!„ <p« .^ 100.00 100.66 101.32 101.97 102.63 103.29 103.95 104.61 105.27 105.92 106.58 107.24 107.90 108.56 109.21 109.87 110.53 111.19 111.85 112.51 113.16 113.82 114.48 115.14 115.80 116.45 117.11 117.77 118.43 119.09 119.74 120.40 121.06 121.72 122.38 123.04 123.69 124.35 125.01 125.67 126.33 126.98 127.64 128.30 128.96 129.62 130.28 130.93 131.59 132.25 H E H E HE I H C X . R I .X EH . R 59.00 59.22 59.44 59.66 59.88 60.11 60.33 60.55 60.77 '60.99 61.21 NOTES ' 1. GLOSSARY | I - INVERT ELEVATION C - CRITICAL DEPTH ' W • WATER SURFACE ELEVATION H - HEIGHT OF CHANNEL E - ENERGY GRADE LINE , X - CURVES CROSSING OVER B - BRIDGE ENTRANCE OR EXIT 1 Y - WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY PI m DATE: 5/26/1998 TIME: 15: 7 P0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 14 1.50 •f* m '•m • *• F 0 5 1 5 P PAGE NO 3 'few WATER SURFACE PROFILE - TITLE CARD LISTING ^HEADING LINE NO i is - |P» KELLY RANCH - VILLAGE E ™* HEADING LINE NO 2 IS. - STORM DRAIN LINEA7 "*" HEADING LINE NO 3 IS - **» fc_ JOB#1239.10 03/98 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 100.00 80.00 1 H S ELEV 80.70 ELEMENT NO 2 IS A REACH * • * U/S DATA STATION INVERT SECT 129.25 82.05 1 N 0.013 RADIUS ANGLE ANO PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADHORKS * * U/S DATA STATION INVERT SECT W S ELEV 130.25 82.13 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING •* WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV - INV + DC 'LICENSEE: Project Design Consultants F0515P MATER SURFACE PROFILE LISTING PAGE 1 KELLY RANCH - VILLAGE E STORM DRAIN LINEA7 JOB#1239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV Q VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER L/ELEM SO SF AVE HP NORM DEPTH ZR 100.00 BO.00 0.353 80.353 3.1 9.75 1.476 81.829 0.00 0.670 1.50 0.00 0.00 0 0.00 3.38 0.07008 .057350 0.19 0.330 0.00 103.38 80.24 0.357 80.594 3.1 9.60 1.430 82.024 0.00 0.670 1.50 0.00 0.00 0 0.00 6.60 0.07008 .052399 0.35 0.330 0.00 109.98 80.70 0.370 81.069 3.1 9.14 1.298 82.367 0.00 0.670 1.50 0.00 0.00 0 0.00 4.37 0.07008 .045830 0.20 0.330 0.00 114.35 81.01 0.382 81.388 3.1 8.71 1.177 82.565 0.00 0.670 1.50 0.00 0.00 0 0.00 3.14 0.07008 .040051 0.13 0.330 0.00 117.49 81.23 0.395 81.621 3.1 8.31 1.073 82.694 0.00 0.670 1.50 0.00 0.00 0 0.00 2.38 0.07008 .035041 0.08 0.330 0.00 119.87 81.39 0.409 81.802 3.1 7.93 0.976 82.778 0.00 0.670 1.50 0.00 0.00 0 0.00 1.89 0.07008 .030665 0.06 0.330 0.00 121.76 81.53 0.423 81.948 3.1 7.56 0.888 82.836 0.00 0.670 1.50 0.00 0.00 0 0.00 1.52 0.07008 .026838 0.04 0.330 0.00 •P m 123.28 81.63 0.438 82.070 3.1 7.21 0.807 82.877 0.00 0.670 1.25 0.07008 .023492 0.03 0.330 1.50 0.00 0.00 0 0.00 0.00 124.53 81.72 0.453 82.172 3.1 6.87 0.734 62.906 0.00 0.670 1.50 0.00 0.00 0 0.00 1.02 0.07008 .020564 0.02 0.330 0.00 125.55 81.79 0.469 82.260 3.1 6.55 0.667 82.927 0.00 0.670 1.50 0.00 0.00 0 0.00 0.84 0.07008 .018016 0.02 0.330 0.00 126.39 81.85 0.486 82.336 3.1 6.25 0.607 82.943 0.00 0.670 1.50 0.00 0.00 0 0.00 0.70 0.07008 .015786 0.01 0.330 0.00 LICENSEE: Project Design Consultants F0515P MATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE E STORM DRAIN LINEA7 JOB#1239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HOT/ BASE/ ZL NO AVBPR DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 127.09 81.90 0.503 82.402 3.1 5.95 0.550 82.952 0.00 0.670 1.50 0.00 0.00 0 0.00 0.57 0.07008 .013831 0.01 0.330 0.00 127.ee 81.94 0.521 82.460 3.1 5.68 0.501 82.961 0.00 0.670 1.50 0.00 0.00 0 0.00 0.47 0.07008 .012119 0.01 0.330 0.00 128.13 81.97 0.539 82.511 3.1 5.41 0.454 82.965 0.00 0.670 1.50 0.00 0.00 0 0.00 0.36 0.07008 .010625 0.00 0.330 0.00 128.49 82.00 0.559 82.556 3.1 5.16 0.413 82.969 0.00 0.670 1.50 0.00 0.00 0 0.00 0.29 0.07008 .009322 0.00 0.330 0.00 128.78 82.02 0.579 82.596 3.1 4.92 0.376 82.972 0.00 0.670 1.50 0.00 0.00 0 0.00 0.22 0.07008 .008178 0.00 0.330 0.00 129.00 82.03 0.600 82.632 3.1 4.69 0.342 82.974 0.00 0.670 1.50 0.00 0.00 0 0.00 0.14 0.07008 .007178 0.00 0.330 0.00 129.14 82.04 0.622 82.664 3.1 4.47 0.311 82.975 0,00 0.670 1.50 0.00 0.00 0 0.00 0.08 0.07008 .006304 0.00 0.330 0.00 129.22 82.05 0.645 82.693 3.1 4.26 0.282 82.975 0.00 0.670 1.50 0.00 0.00 0 0.00 0.03 0.07008 .005525 0.00 0.330 0.00 129.25 82.05 0.670 82.720 3.1 4.06 0.256 82.976 0.00 0.670 1.50 0.00 0.00 0 0.00 130.25 82.13 0.670 82.800 3.1 4.06 0.256 83.056 0.00 0.670 1.50 0.00 0.00 0 0.00 ** P" •H P" y N M H P" to *" to .p. IM «M «. — P» HI ;P |^ •P li •MRIf^m W 100 100 101 101 102 103 103 104 104 105 106 106 107 108 108 109 109 110 111 111 112 112 113 114 114 115 116 116 117 117 118 119 119 120 120 121 122 122 123 124 124 125 125 126 127 127 128 129 129 130 .00 .62 .23 .85 .47 .09 .70 .32 .94 .56 .17 .79 .41 .03 .64 .26 .88 .49 .11 .73 .35 .96 .58 .20 .82 .43 .05 .67 .29 .90 .52 .14 .76 .37 .99 .61 .22 .84 .46 .08 .69 .31 .93 .55 .16 .78 .40 .02 .63 .25 KELLY RANCH - VILLAGE E STORM DRAIN LINEA7 JOB#1239.10 03/98 HE EH E H I WC E I H C E I W C E I H C E I H C E I W C E I W C E I W C E H . R H . R H . R H . R H . R H . R H . R H . R 80.00 80.36 80.73 81.09 81.45 81.81 82.18 82.54 82.90 83.27 83.63 NOTES 1. GLOSSARY I « INVERT ELEVATION C - CRITICAL DEPTH W - MATER SURFACE ELEVATION H - HEIGHT OF CHANNEL E - ENERGY GRADE LINE X - CORVES CROSSING OVER B - BRIDGE ENTRANCE OR EXIT Y - WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY •to DATE: 5/26/1998 TIME: 15:12 POS15P HATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 14 1.50 «• ^ F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING pw 1 HEADING LINE NO 1 IS - ^ KELLY RANCH - VILLAGE E I* HEADING LINE NO 2 IS - "*" STORM DRAIN LINEA8 m HEADING LINE NO 3 IS - »• JOB#1239.10 03/98 F 0 5 1 5 P HATER SURFACE PROFILE - ELEMENT CARD LISTING PAGE NO 2 ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 100.00 80.00 1 H S ELEV 80.70 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT 103.25 80.20 1 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADHORKS * * U/S DATA STATION INVERT SECT W S ELEV 104.25 80.28 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, H.S.ELEV - INV + DC LICENSEE: Project Design Consultants F0515P HATER SURFACE PROFILE LISTING PAGE 1 KELLY RANCH - VILLAGE E STORM DRAIN LINEA8 JOBS1239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV L/ELEM SO VEL VEL ENERGY SUPER CRITICAL HOT/ BASE/ HEAD GRD.EL. ELEV DEPTH DIA ID NO. SF AVE HF NORM DEPTH ZL NO AVBPR PIER ZR 100.00 80.00 0.450 80.450 2.7 £.05 0.569 81.019 0.00 0.623 0.19 0.06154 .016967 0.00 ^ 100.19 80.01 0.453 80.465 2.7 5.99 0.557 81.022 0.00 0.623 0.75 0.06154 .015637 0.01 100.94 80.06 0.469 80.527 2.7 5.71 0.506 81.033 0.00 0.623 0.61 0.06154 .013701 0.01 101.55 80.09 0.486 80.581 2.7 5.44 0.460 81.041 0.00 0.623 0.50 0.06154 102.05 80.13 0.503 80.629 0.39 0.06154 .012004 0.01 2.7 5.19 0.419 81.048 0.00 0.623 .010517 0.00 102.44 80.15 0.521 80.671 2.7 4.95 0.380 81.051 0.00 0.623 0.32 0.06154 .009215 0.00 102.76 80.17 0.539 80.709 2.7 4.72 0.346 81.055 0.00 0.623 0.21 0.06154 102.97 80.18 0.559 80.742 0.16 0.06154 .008079 0.00 1.50 0.00 0.00 0 0.00 0.320 0.00 1.50 0.00 0.00 0 0.00 0.320 0.00 1.50 0.00 0.00 0 0.00 0.320 0.00 1.50 0.00 0.00 0 0.00 0.320 0.00 1.50 0.00 0.00 0 0.00 0.320 0.00 1.50 0.00 0.00 0 0.00 0.320 0.00 1.50 0.00 0.00 0 0.00 0.320 0.00 2.7 4.50 0.314 81.056 0.00 0.623 1.50 0.00 0.00 0 0.00 .007088 0.00 0.320 0.00 103.13 80.19 0.579 80.772 2.7 4.29 0.285 81.057 0.00 0.623 0.09 0.06154 .006219 0.00 103.22 80.20 0.600 80.798 2.7 4.09 0.260 81.058 0.00 0.623 0.03 0.06154 .005443 0.00 103.25 80.20 0.623 80.823 2.7 3.89 0.235 81.058 0.00 0.623 104.25 80.28 0.623 80.903 2.7 3.89 0.235 81.138 0.00 0.623 1.50 0.00 0.00 0 0.00 0.320 0.00 1.50 0.00 0.00 0 0.00 0.320 0.00 1.50 0.00 0.00 0 0.00 1.50 0.00 0.00 0 0.00 LICENSEE: Project Design Consultants F0515P PAGE WATER SURFACE PROFILE LISTING KELLY RANCH - VILLAGE E STORM DRAIN LINEA8 I JOB#1239.10 03/98 STATION L/ELEM INVERT ELEV SO DEPTH W.S. OP FLOW ELEV Q VEL VEL HEAD SF AVE ENERGY GRD.EL. HF SUPER ELEV CRITICAL DEPTH NORM DEPTH HGT/ DIA BASE/ ID NO. ZL NO AVBPR PIER ZR p»jjj M Im t* mi C i 1 i 6 i i i i i i KELLY RANCH - VILLAGE E STORM DRAIN LINEA8 JOB#1239.10 03/98 100.00 .1 WC E H . R 100.09 100.17 . 100.26 .1 WC E H . R 100.35 100.43 100.52 . 100.61 . 100.69 100.78 100.87 100.95 . I W C E H . R 101.04 101.13 101.21 101.30 101.39 101.47 101.56 .1 W C E H . R 101.65 101.73 101.82 101.91 101.99 102.08 . I W C E H . R 102.17 102.26 102.34 102.43 102.52 . I W C E H . R 102.60 102.69 102.78 . I W C E H . R 102.86 102.95 . 103.04 . I W C E H . R 103.12 103.21 .1 H C E H . R 103.30 . I W C E H . R 103.38 .1 X E H . R 103.47 103.56 103.64 . 103.73 103.82 103.90 103.99 104.08 . 104.16 104.25 .1 X E H. R 80.00 80.18 80.36 80.53 80.71 80.89 81.07 81.25 81.42 81.60 81.78 NOTES 1. GLOSSARY JM I - INVERT ELEVATION C - CRITICAL DEPTH *•" W - WATER SURFACE ELEVATION ^ H - HEIGHT OF CHANNEL E - ENERGY GRADE LINE jj*, X » CURVES CROSSING OVER B - BRIDGE ENTRANCE OR EXIT Y - WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY DATE: 5/26/1998 il^TIME: 15:19 POS1SP •** WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 m CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) 1(5) Y(6) Y(7) Y(8) Y(9) Y(10) pM CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP {|f CD 14 1.50 M m M F 0 5 1 5 P PAGE NO 3 m WATER SURFACE PROFILE - TITLE CARD LISTING :ft ||| HEADING LINE NO 1 IS - |p* KELLY RANCH - VILLAGE E H HEADING LINE NO 2 IS - •*\ STORM DRAIN LINEA9 to HEADING LINE NO 3 IS - f« |U JOB#1239.10 03/98 IM pr & F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * tJ/S DATA STATION INVERT SECT 100.00 85.50 1 PAGE NO 2 H S ELEV 86.70 ELEMENT NO 2 IS A REACH * * * C/S DATA STATION INVERT SECT 129.25 85.70 1 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 130.25 85.80 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING •* WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV - INV + DC k 'fft » LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE 1 KELLY RANCH - VILLAGE E STORM DRAIN LINEA9 JOBS1239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV L/ELEM SO Q VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH SF AVE HF HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR 100.00 85.50 1.200 86.700 4.7 3.10 0.149 86.849 0.00 0.833 9.06 0.00684 .002208 0.02 109.06 85.56 1.143 86.705 4.7 3.25 0.164 86.869 0.00 0.833 8.12 0.00684 .002453 0.02 117.18 85.62 1.091 86.708 4.7 3.41 0.181 86.889 0.00 0.833 7.06 0.00684 .002740 0.02 124.24 85.67 1.044 86.710 4.7 3.58 0.199 86.909 0.00 0.833 p» 5.01 0.00684 .*» .003033 0.02 129.25 85.70 1.010 86.710 4.7 3.72 0.214 86.924 0.00 0.833 1.00 0.00684 .004949 -0.14 130.25 85.80 1.010 86.810 4.7 3.72 0.214 87.024 0.00 0.833 1.50 0.00 0.00 0 0.00 0.790 0.00 1.50 0.00 0.00 0 0.00 0.790 0.00 1.50 0.00 0.00 0 0.00 0.790 0.00 1.50 0.00 0.00 0 0.00 0.790 0.00 1.50 0.00 0.00 0 0.00 0.790 0.00 1.50 0.00 0.00 0 0.00 •f to :f* to to to :-f* to IP* to KELLY RANCH - VILLAGE E STORM DRAIN LINEA9 JOB#1239.10 03/98 100.00 100.62 101.23 101.85 102.47 103.09 103.70 104.32 104.94 105.56 106.17 106.79 107.41 108.03 108.64 109.26 109.88 110.49 111.11 111.73 112.35 112.96 113.58 114.20 114.82 115.43 116.05 116.67 117.29 117.90 118.52 119.14 119.76 120.37 120.99 121.61 122.22 122.84 123.46 124.08 124.69 125.31 125.93 126.55 127.16 127.78 128.40 129.02 129.63 130.25 85.50 85.68 85.86 86.04 86.22 86.40 86.58 86.76 86.94 87.12 87.30 NOTES 1. GLOSSARY I - INVERT ELEVATION C - CRITICAL DEPTH W - WATER SURFACE ELEVATION H - HEIGHT OF CHANNEL / E - ENERGY GRADE LINE X • CURVES CROSSING OVER B - BRIDGE ENTRANCE OR EXIT Y - WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY :**" fc. DATE: 8/ 5/1998 iftf TIME: 17:34 . F0515P P" WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 i» CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL 2R INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) _. CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP ^^M "** CD 14 1.50 CD 24 2.00 *" CD 32 0 0.00 10.00 4.00 0.00 •w F 0 5 1 S P - PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - KELLY RANCH - VILLAGE E HEADING LINE NO 2 IS - STORM DRAIN LINEA10 HEADING LINE NO 3 IS - JOB#1239.10 03/98 I I I I I I I I I I I I I 1 I I I I I F 0 5 1 S P HATER SURFACE PROFILE - ELEMENT CARD LISTING PAGE NO 2 ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 100.00 65.33 2 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT 219.54 86.53 2 ELEMENT NO 3 IS A REACH • * * U/S DATA STATION INVERT SECT 345.35 87.79 2 ELEMENT NO 4 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 346.35 87.87 3 ELEMENT NO 5 IS A REACH * * * U/S DATA STATION INVERT SECT 348.35 88.04 3 ELEMENT NO 6 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 349.35 88.12 2 W S ELEV 86.70 N 0.013 N 0.013 N 0.013 N 0.013 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 7 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 438.30 89.99 2 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 •* - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV - INV + DC LICENSEE: Project Design Consultants F0515P HATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE E STORM DRAIN LINEA10 JOB#1239.10 03/98 STATION INVERT DEPTH ELEV OF FLOW W.S. ELEV L/ELEM SO VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HOT/ BASE/ ZL NO AVBPR DIA ID NO. PIER SF AVE HF NORM DEPTH ZR 100.00 85.33 1.322 86.652 17.6 7.99 0.991 87.643 0.00 1.512 101.71 0.01004 .010088 1.03 201.71 86.35 1.322 87.673 17.6 7.99 0.991 88.664 0.00 1.512 17.83 0.01004 .010077 0.18 219.54 86.53 1.323 87.853 17.6 7.98 0.989 88.842 0.00 1.512 2.00 0.00 0.00 0 0.00 1.322 0.00 2.00 0.00 0.00 0 0.00 1.322 0.00 2.00 0.00 0.00 0 0.00 10.93 0.01001 230.47 86.64 1.323 87.963 39.19 0.01001 .010067 0.11 1.323 0.00 17.6 7.98 0.989 88.952 0.00 1.512 2.00 0.00 0.00 0 0.00 .010053 0.39 1.323 269.66 87.03 1.323 88.355 17.6 7.97 0.987 89.342 0.00 1.512 60.51 0.01001 .009490 0.57 330.17 87.64 1.381 89.019 17.6 7.60 0.898 89.917 0.00 1.512 ; 12.61 0.01001 iH 342.78 87.76 1.443 89.207 pwI ^j 2.57 0.01001 ffm 345.35 87.79 I*TRANS STR 0.08000 1.512 89.302 .008461 0.11 17.6 7.25 0.816 90.023 0.00 1.512 .007565 0.02 17.6 6.91 0.741 90.043 0.00 1.512 .003720 0.00 346.35 87.87 2.182 90.052 17.6 2.02 0.063 90.115 0.00 0.844 1.12 0.08500 .000314 0.00 347.47 87.97 2.080 90.046 17.6 2.11 0.069 90.115 0.00 0.844 0.88 0.08500 .000352 0.00 348.35 88.04 2.001 90.041 17.6 2.20 0.075 90.116 0.00 0.844 0.00 2.00 0.00 0.00 0 0.00 1.323 0.00 2.00 0.00 0.00 0 0.00 1.323 0.00 2.00 0.00 0.00 0 0.00 1.323 0.00 2.00 0.00 0.00 0 0.00 0.00 10.00 4.00 0.00 0 0.00 0.313 0.00 10.00 4.00 0.00 0 0.00 0.313 0.00 10.00 4.00 0.00 0 0.00 TRANS STR 0.08000 0.00 LICENSEE: Project Design Consultants P0515P PAGE 2 lw> HATER SURFACE PROFILE LISTING KELLY RANCH - VILLAGE E •f" STORM DRAIN LINEA10 1^ JOBS1239.10 03/98 p,, STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SDPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR *** •...**«*««*.**.*.*«.*•«••*«..««»«***********.«««.*»***********.*.«.*«*«***********«*«•*»«*«*****»•«»************«**************«**• «M 349.35 88.12 1.512 89.632 17.6 6.91 0.742 90.374 0.00 1.512 2.00 0.00 0.00 0 0.00 f* t 438.30 89.99 1.512 91.502 17.6 6.91 0.741 92.243 0.00 1.512 2.00 0.00 0.00 0 0.00 «• f* f*fa> •f"L KELLY RANCH - VILLAGE E STORM DRAIN LINEA10 JOB#1239.10 03/98 100.00 .1 WC H E . R 106.90 113.81 120.71 127.62 . 134.52 141.42 148.33 155.23 162.14 169.04 175.94 182.85 189.75 196.66 203.56 I WC H E . R 210.47 217.37 224.27 . I W C H E . R 231.18 I W C H E , . R 238.08 244.99 251.89 258.79 265.70 272.60 I W C H E . R 279.51 286.41 293.31 300.22 307.12 314.03 320.93 327.83 334.74 . I WC H E . R 341.64 348.55 . I WC H E . R 355.45 . I X H E . TX 362.36 . I C X H . R 369.26 . I C X H . R 376.16 . I C X H. TX 383.07 . I X H E . TX 389.97 396.88 403.78 410.68 417.59 424.49 431.40 438.30 . I X H E TX 85.33 86.60 87.87 89.14 90.41 91.69 92.96 94.23 95.50 96.77 98.04 NOTES 1. GLOSSARY I - INVERT ELEVATION C - CRITICAL DEPTH W - WATER SURFACE ELEVATION H - HEIGHT OF CHANNEL E - ENERGY GRADE LINE X - CORVES CROSSING OVER B - BRIDGE ENTRANCE OR EXIT Y - WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY •P" DATE: 8/ 8/1998 TIME: 20:50 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL 2R INV Y<1) Y(2) Y(3) Y<4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 14 1.50 CD 2 2 0 0.00 10.00 2.00 0.00 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - KELLY RANCH - VILLAGE E READING LINE NO 2 IS - STORM DRAIN LINE C HEADING LINE NO 3 IS - JOB #1239.10 03/98 P 0 5 1 5 P PAGE NO 2 HATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 100.00 30.38 1 W S ELEV 32.65 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT 145.08 31.28 1 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A TRANSITION * * » U/S DATA STATION INVERT SECT 146.08 31.36 2 N 0.013 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT 148.08 31.53 2 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 5 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 149.08 31.61 1 N 0.013 ELEMENT NO 6 IS A REACH * * * U/S DATA STATION INVERT SECT 213.87 54.82 1 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 7 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 214.87 54.90 2 N 0.013 ELEMENT NO 8 IS A REACH * * « U/S DATA STATION INVERT SECT 216.87 55.07 2 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 9 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 217.87 55.15 1 N 0.013 (n ELEMENT NO 10 IS A REACH * * * i U/S DATA STATION INVERT SECT•!• 319.67 57.19 1 ™ ELEMENT NO 11 IS A TRANSITION * * * M U/S DATA STATION INVERT SECT 320.67 57.27 2 N 0.013 N 0.013 ELEMENT NO 12 IS A JUNCTION * • * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 322.67 57.44 110 0.013 3.4 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 0.0 57.52 0.00 36.32 0.00 ELEMENT NO 13 IS A TRANSITION * • * U/S DATA STATION INVERT SECT 323.67 57.52 1 N 0.013 P 0 5 1 5 P PAGE NO 3 HATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 14 IS A REACH * * * U/S DATA STATION INVERT SECT 380.83 58.09 1 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 15 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 381.83 58.17 2 N 0.013 ELEMENT NO 16 IS A JUNCTION * * * * * * • U/S DATA STATION INVERT • SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 383.83 58.34 110 0.013 4.0 0.0 58.50 0.00 90.00 0.00 ELEMENT NO 17 IS A TRANSITION * * * D/S DATA STATION INVERT SECT 384.83 58.42 1 N 0.013 ELEMENT NO 18 IS A REACH * * * U/S DATA STATION INVERT SECT 459.17 59.17 1 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 f ELEMENT NO 19 IS A SYSTEM HEADWORXS * * U/S DATA STATION INVERT SECT W S ELEV i 460.74 59.25 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV - INV + DC if* to I* LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE 1 KELLY RANCH - VILLAGE STORM DRAIN LINE C JOB #1239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV L/ELEM SO VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH SF AVE HF NORM DEPTH HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 100.00 30.38 0.692 31.072 12.6 15.83 3.891 34.963 0.00 1.337 3.23 0.01997 .078653 0.25 103.23 30.44 0.678 31.122 12.6 16.22 4.083 35.205 0.00 1.337 5.74 0.01997 .086882 0.50 108.97 30.56 0.654 31.213 12.6 17.00 4.490 35.703 0.00 1.337 5.40 0.01997 .098911 0.53 114.37 30.67 0.631 31.298 12.6 17.85 4.946 36.244 0.00 1.337 5.10 0.01997 It 119.47 30.77 ^" 4.81 0.01997 .112663 0.57 0.609 31.378 12.6 18.72 5.443 36.821 0.00 1.337 .128303 0.62 124.28 30.86 0.587 31.452 12.6 19.63 5.981 37.433 0.00 1.337 4.58 0.01997 .146209 0.67 128.86 30.96 0.567 31.523 12.6 20.59 6.582 38.105 0.00 1.337 4.35 0.01997 .166696 0.73 133.21 31.04 0.547 31.590 12.6 21.58 7.228 38.818 0.00 1.337 4.14 0.01997 137.35 31.13 0.528 31.654 3.96 0.01997 .190051 0.79 l.SO 0.00 0.00 0 0.00 1.060 0.00 1.50 0.00 0.00 0 0.00 1.060 0.00 1.50 0.00 0.00 0 0.00 1.060 0.00 1.50 0.00 0.00 0 0.00 1.060 0.00 1.50 0.00 0.00 0 0.00 1.060 0.00 1.50 0.00 0.00 0 0.00 1.060 0.00 1.50 0.00 0.00 0 0.00 1.060 0.00 1.50 0.00 0.00 0 0.00 1.060 0.00 12.6 22.66 7.975 39.629 0.00 1.337 l.SO 0.00 0.00 0 0.00 .216821 0.86 1.060 141.31 31.20 0.510 31.715 12.6 23.73 8.743 40.458 0.00 1.337 3.77 0.01997 .247545 0.93 1.060 145.08 31.28 0.493 31.773 12.6 24.90 9.628 41.401 0.00 1.337 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 TRANS STR 0.08000 .354701 0.35 0.00 LICENSEE: Project Design Consultants F0515P HATER SURFACE PROFILE LISTING PAGE 2 KELLY RANCH - VILLAGE E STORM DRAIN LINE C JOB #1239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV L/ELEM SO Q VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH SF AVE HF NORM DEPTH HGT/ BASE/ 2L NO AVBPR DIA ID NO. PIER ZR 146.08 31.36 0.244 31.604 12.6 25.77 10.309 41.913 0.00 1.072 2.00 0.08500 .472361 0.94 148.08 31.53 0.236 31.766 12.6 26.75 11.113 42.879 0.00 1.072 TRANS STR 0.08000 .413312 0.41 149.08 31.61 0.466 32.076 12.6 26.92 11.255 43.331 0.00 1.337 14.35 0.35823 .313921 4.50 10.00 2.00 0.00 0 0.00 0.421 0.00 10.00 2.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.450 0.00 163.43 36.75 0.476 37.228 12.6 26.09 10.567 47.795 0.00 1.337i 163.43 36.75 0.476 37.22B 1^.6 26.09 10.S67 47.YSS U.00 1.337 1.50 0.00 0.00 0 0.00 12.38 0.35823 .281910 3.49 0.450 175.81 41.19 0.493 41.680 12.6 24.90 9.628 51.308 0.00 1.337 7.71 0.35823 .246932 1.90 183.52 43.95 0.510 44.456 12.6 23.73 8.743 53.199 0.00 1.337 5.47 0.35823 .216284 1.18 188.99 45.91 0.528 46.435 12.6 22.62 7.946 54.381 0.00 1.337 4.17 0.35823 .189580 0.79 193.16 47.40 0.547 47.948 12.6 21.58 7.228 55.176 0.00 1.337 3.32 0.35823 .166285 0.55 196.48 48.59 0.567 49.157 12.6 20.55 6.560 55.717 0.00 1.337 2.71 0.35823 .145940 0.40 199.19 49.56 0.588 50.150 12.6 19.63 5.981 56.131 0.00 1.337 2.27 0.35823 .128078 0.29 201.46 50.37 0.609 50.984 12.6 18.69 5.427 56.411 0.00 1.337 0.00 1.50 0.00 0.00 0 0.00 0.450 0.00 1.50 0.00 0.00 0 0.00 0.450 0.00 1.50 0.00 0.00 0 0.00 0.450 0.00 1.50 0.00 0.00 0 0.00 0.450 0.00 1.50 0.00 0.00 0 0.00 0.450 0.00 1.50 0.00 0.00 0 0.00 0.450 0.00 1.50 0.00 0.00 0 0.00 1.92 0.35823 .112384 0.22 0.450 0.00 LICENSEE: Project Design Consultants FOS1SP HATER SURFACE PROFILE LISTING PAGE 3 KELLY RANCH - VILLAGE E STORM DRAIN LINE C JOB #1239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 203.38 51.06 0.631 51.693 12.6 17.82 4.932 56.625 0.00 1.337 1.50 0.00 0.00 0 0.00 1.64 0.35823 .098667 0.16 0.450 0.00 205.02 51.65 0.654 52.303 12.6 17.00 4.490 56.793 0.00 1.337 1.50 0.00 0.00 0 0.00 1.41 0.35823 .086716 0.12 0.450 0.00 206.43 52.15 0.679 52.833 12.6 16.22 4.083 56.916 0.00 1.337 1.50 0.00 0.00 0 0.00 1.23 0.35823 .076254 0.09 0.450 0.00 207.66 52.59 0.704 53.298 12.6 15.46 3.711 57.009 0.00 1.337 1.50 0.00 0.00 0 0.00 1.06 0.35823 .067077 0.07 0.450 0.00 208.72 52.98 0.731 53.706 12.6 14.74 3.372 57.078 0.00 1.337 1.50 0.00 0.00 0 0.00 0.93 0.35823 .059033 0.05 0.450 0.00 209.65 53.31 0.758 54.068 12.6 14.05 3.064 57.132 0.00 1.337 1.50 0.00 0.00 0 0.00 0.82 0.35823 .051996 0.04 0.450 0.00 210.47 53.60 0.788 54.389 12.6 13.39 2.784 57.173 0.00 1.337 1.50 0.00 0.00 0 0.00 0.71 0.35823 .045846 0.03 0.450 0.00 ;«•• 211.18 53.86 0.818 54.675 12.6 12.77 2.531 57.206 0.00 1.337 1.50 0.00 0.00 0 0.00 0.62 0.35823 .040455 0.03 0.450 0.00 211.80 54.08 0.851 54.930 12.6 12.17 2.301 57.231 0.00 1.337 1.50 0.00 0.00 0 0.00 0.55 0.35823 .035750 0.02 0.450 0.00 212.35 54.27 0.885 55.159 12.6 11.61 2.094 57.253 0.00 1.337 1.50 0.00 0.00 0 0.00 0.47 0.35823 .031619 0.01 0.450 0.00 212.82 54.44 0.921 55.364 12.6 11.07 1.904 57.268 0.00 1.337 1.50 0.00 0.00 0 0.00 0.41 0.35823 .028005 0.01 0.450 0.00 LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE E STORM DRAIN LINE C JOB #1239.10 03/98 •—. STATION INVERT DEPTH ELEV OF FLOW W.S. ELEV VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH" HOT/ BASE/ ZL NO AVBPR DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 213.23 54.59 0.959 55.549 12.6 10.55 1.729 57.278 0.00 1.337 0.35 0.35823 .024851 0.01 213.58 54.72 1.000 55.715 12.6 10.06 1.573 57.288 0.00 1.337 0.29 0.35823 .022108 0.01 213.87 54.82 1.044 55.864 12.6 9.60 1.430 57.294 0.00 1.337 TRANS STR 0.08000 .029514 0.03 214.87 54.90 0.559 55.459 12.6 11.27 1.972 57.431 0.00 1.072 2.00 0.08500 .036660 0.07 216.87 55.07 0.576 55.646 12.6 10.95 1.861 57.507 0.00 1.072 TRANS STR 0.08000 .027467 0.03 217.87 55.15 1.064 56.214 12.6 9.40 1.371 57.585 0.00 1.337 51.71 0.02004 .019259 1.00 269.58 56.19 1.088 57.274 12.6 9.17 1.306 58.580 0.00 1.337 29.50 0.02004 .017743 0.52 299.08 56.78 1.139 57.916 12.6 8.74 1.187 59.103 0.00 1.337 12.49 0.02004 .015961 0.20 311.57 57.03 1.196 58.224 12.6 8.34 1.080 59.304 0.00 1.337h> 6.13 0.02004 .014469 0.09 ,i"» !• 317.70 57.15 1.260 58.410 12.6 7.95 0.981 59.391 0.00 1.337 1.97 0.02004 .013284 0.03 319.67 57.19 1.337 58.527 12.6 7.58 0.891 59.418 0.00 1.337 1.50 0.00 0.00 0 0.00 0.450 0.00 1.50 0.00 0.00 0 0.00 0.450 0.00 1.50 0.00 0.00 0 0.00 0.00 10.00 2.00 0.00 0 0.00 0.421 0.00 10.00 2.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 1.060 0.00 1.50 0.00 0.00 0 0.00 1.060 0.00 1.50 0.00 0.00 0 0.00 1.060 0.00 1.50 0.00 0.00 0 0.00 1.060 0.00 1.50 0.00 0.00 0 0.00 1.060 0.00 1.50 0.00 0.00 0 0.00 TRANS STR 0.08000 .006974 0.01 0.00 LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE E STORM DRAIN LINE C JOB #1239.10 03/98 mm STATION INVERT DEPTH ELEV OF FLOW W.S. ELEV L/ELEM SO VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH KGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER SF AVE HF NORM DEPTH ZR 320.67 57.27 2.089 59.359 12.6 3.02 0.141 59.500 0.00 1.072 JUNCT STR 0.08500 322.67 57.44 1.769 59.209r** hi TRANS STR 0.08000 *"" 323.67 57.52 1.697 59.217 h> 57.16 0.00997 380.83 58.09 1.566 59.656 (DM TRANS STR 0.08000 to 381.83 SB.17 1.847 60.017 •^ JONCT STR 0.08500 *•383.83 58.34 1.767 60.107 !•» TRANS STR 0.08000 mm 384.83 58.42 1.689 60.109 (•» 1^, 24.78 0.01009 •• 409.61 58.67 1.500 60.170 M 16.05 0.01009 m 425.66 58.83 1.360 60.192m 8.28 0.01009 Pi j|g 433.94 58.92 1.280 60.196 :pl 6.60 0.01009 |M 440.54 58.98 1.213 60.195 .004422 0.01 9.2 5.21 0.421 59.630 0.00 1.173 .007671 0.01 9.2 5.21 0.421 59.638 0.00 1.173 .007671 0.44 1.090 9.2 5.21 0.421 60.077 0.00 1.173 .004258 0.00 9.2 2.49 0.096 60.113 0.00 0.870 .001648 0.00 5.2 2.94 0.134 60.241 0.00 0.878 .002451 0.00 5.2 2.94 0.134 60.243 0.00 0.878 .002424 0.06 0.740 5.2 2.94 0.134 60.304 0.00 0.878 .002269 0.04 0.740 5.2 3.09 0.148 60.340 0.00 0.878 .002218 0.02 0.740 5.2 3.24 0.163 60.359 0.00 0.878 .002401 0.02 0.740 5.2 3.39 0.179 60.374 0.00 0.878 10.00 2.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 10.00 2.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 5.39 0.01009 .002642 0.01 0.740 0.00 LICENSEE: Project Design Consultants P0515P HATER SURFACE PROFILE LISTING PAGE 6 KELLY RANCH - VILLAGE E STORM DRAIN LINE C JOB #1239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 445.93 59.04 1.155 60.191 5.2 3.56 0.197 60.388 0.00 0.878 1.50 0.00 0.00 0 0.00 4.65 0.01009 .002932 0.01 0.740 0.00 450.58 59.08 1.102 60.185 5.2 3.74 0.217 60.402 0.00 0.878 1.50 0.00 0.00 0 0.00 3.87 0.01009 .003271 0.01 0.740 0.00 454.45 59.12 1.054 60.176 5.2 3.92 0.238 60.414 0.00 0.878 1.50 0.00 0.00 0 0.00 3.14 0.01009 .003666 0.01 0.740 0.00 457.59 59.15 1.010 60.164 5.2 4.11 0.262 60.426 0.00 0.878 1.50 0.00 0.00 0 0.00 1.58 0.01009 .004017 0.01 0.740 0.00 459.17 59.17 0.985 60.155 5.2 4.22 0.277 60.432 0.00 0.878 1.50 0.00 0.00 0 0.00 1.57 0.01009 .007135 -0.53 0.740 0.00 460.74 59.25 0.985 60.235 5.2 4.22 0.277 60.512 0.00 0.878 1.50 0.00 0.00 0 0.00 KELLY RANCH - VILLAGE E STORM DRAIN LINE C JOB #1239.10 03/98 til •"• Ju •pi m m lit «p»•*• . m pi ta •pi im JU —'ttw »w u *" M W"M iff m m tt •M 'L 100 102 105 108 111 114 117 120 123 126 129 132 135 138 141 144 147 150 153 156 159 162 165 168 171 174 177 180 183 186 189 192 195 198 201 204 207 210 213 216 219 222 225 228 231 234 237 240 243 246 249 252 255 .00 .IW X E . 98 . .96 .IW CH E .94 . .93 .1 W X E .91 .1 W X E .89 .87 . IW CH E .85 .83 . IW CH E .81 . I W X E .79 .78 . I W X E .76 . I W X E .74 . IW CH E .72 .70 . IW CH E .68 . IW C HE .66 . X C HE .65 . IW CH E .63 .61 .59 . I W X E .57 .55 '. .53 .51 . IW X E .50 .48 .46 . I W X E .44 IW CH E .42 .40 IW CH E .38 . IW CH E .36 . I W X E .35 I W X E .33 . I W X E .31 . I WCH E .29 . I W X E .27 . I W X E .25 . I W X E .23 . I W X E .22 . I WCH E . .20 . I WCH E .18 I W X E .16 . I WCH E .14 . I WX E .12 . I WCH E .10 . I XH E .08 . I WX E .07 . I WC E H .05 . IW C E H .03 . I WX E R R R R R TX R TX R R R R R R R R R R R R R R R R R R R R TX R TX R "*"" HUM I m. Mi Ml «PI Ml «P> Mi wi (• •" L.' •,, h i"1 in ». :*Jy Mi •~ te. ;^. '** p. H -PR •• HI ;**" Mi mm \: 258.01 260.99 263.97 266.95 269.94 272.92 275.90 278.88 281.86 284.84 287.82 290.80 293.79 296.77 299.75 302.73 305.71 308.69 311.67 314.66 317.64 320.62 323.60 326.58 329.56 332.54 335.52 338.51 341.49 344.47 347.45 350.43 353.41 356.39 359.38 362.36 365.34 368.32 371.30 374.28 377.26 380.24 383.23 386.21 389.19 392.17 395.15 398.13 401.11 404.09 407.08 410.06 413.04 416.02 419.00 421.98 424.96 427.95 430.93 433.91 I XH E I WX E I WX I X E . R I X E - TX I C HE H . JX I OWE . TX I CHWE . R I OCE . TX I C X H. JX I CHWE . TX I C XE . R I CXE I CWX 436.89 . I CWX . R 439.87 442.85 I XX . R 445.83 448.81 . I XX . R 451.80 . I XX . R 454.78 . I XEH . R 457.76 . I XEH . R 460.74 . I XEH . R 30.38 34.16 37.94 41.72 45.50 49.27 53.05 56.83 60.61 64.39 68.17 NOTES 1. GLOSSARY I - INVERT ELEVATION C - CRITICAL DEPTH W - WATER SURFACE ELEVATION H - HEIGHT OF CHANNEL E - ENERGY GRADE LINE X - CURVES CROSSING OVER B - BRIDGE ENTRANCE OR EXIT Y - WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY f DATE: 9/ 3/1998 TIME: 9: 2 .._ F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) ""* CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 14 1.50 "in CD 2 4 2.00 CD 34 2.50 CD 420 0.00 10.00 2.00 0.00 '""» Vttt 'ill, m F 0 5 1 5 P PAGE NO 3 •f» WATER SURFACE PROFILE - TITLE CARD LISTING "W ,Ml HEADING LINE NO 1 IS - •W KELLY RANCH - VILLAGE E 40 •- HEADING LINE NO 2 IS - I* STORM DRAIN LINEB1 M HEADING LINE NO 3 IS - -Ifc- tm JOB#1239.10 03/98 f* I1 F 0 5 1 S P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 100.00 30.84 2 W S ELEV 30.99 .fet A m ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT 101.00 30.92 2 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT 113.64 30.98 2 N 0.013 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT 189.17 31.36 2 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 41.13 0.00 0 , ELEMENT NO 5 IS A REACH * * * ** U/S DATA STATION INVERT SECT 309.01 31.96 2 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 36.43 0.00 0 ELEMENT NO 6 IS A REACH * * * U/S DATA STATION INVERT SECT 411.22 32.47 2 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 7 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 412.22 32.55 4 N 0.013 ELEMENT NO 8 IS A JUNCTION * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 414.22 32.72 211 0.013 Q3 0.4 INVERT-3 INVERT-4 PHI 3 PHI 4 1.2 2.2 33.30 33.30 90.00 90.00 ELEMENT NO 9 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 415.22 32.80 2 N 0.013 ^™ ELEMENT NO 10 IS A REACH * * * •Jg| U/S DATA STATION INVERT SECT 416.94 32.81 2 if a ELEMENT NO 11 IS A REACH • * * * ^ U/S DATA STATION INVERT SECT 451.74 32.98 2 '•ELEMENT NO 12 IS A REACH * * * U/S DATA STATION INVERT SECT 474.10 33.09 2 N 0.013 N 0.013 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 88.37 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 13 IS A TRANSITION * * * O/S DATA STATION INVERT SECT 475.10 33.17 4 N 0.013 P 0 5 1 5 P PAGE NO 3 HI WATER SURFACE PROFILE - ELEMENT CARD LISTING ''**( IB ELEMENT NO 14 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 '^ 477.10 33.51 110 0.013 6.0 0.0 33.59 0.00 90.00 0.00a to ELEMENT NO 15 IS A TRANSITION * * * IpH U/S DATA STATION INVERT SECT N 478.10 33.59 1 0.013 »• ELEMENT NO 16 IS A REACH * * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H lIM 590.98 34.48 1 0.013 0.00 4.26 0.00 0 *H ELEMENT NO 17 IS A SYSTEM HEADWORKS * * ^ U/S DATA STATION INVERT SECT W S ELEV 591.98 34.56 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING 4 ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV . INV + DC i i *• m | LICENSEE: Project Design Consultants I KELLY RANCH - VILLAGE STORM DRAIN LINEB1 I JOBS1239.10 03/98 STATION INVERT DEPTH W.S. Q ELEV OF FLOW ELEV L/ELEM SO F0515P WATER SURFACE PROFILE LISTING PAGE 1 VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH SF AVE HF NORM DEPTH HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 100.00 30.84 1.210 32.050 M 0.33 0.08000 15.3 7.70 0.920 32.970 0.00 1.410 .009503 0.00 100.33 30.87 1.242 32.108 15.3 7.46 0.865 32.973 0.00 1.410 2.00 0.00 0.00 0 0.00 0.663 0.00 2.00 0.00 0.00 0 0.00 0.37 0.08000 .008615 0.00 0.663 0.00 100.70 30.90 1.294 32.190 15.3 7.12 0.786 32.976 0.00 1.410 2.00 0.00 0.00 0 0.00 0.23 0.08000 .007649 0.00 0.663 0.00 100.93 30.91 1.349 32.263 15.3 6.78 0.715 32.978 0.00 1.410 2.00 0.00 0.00 0 0.00 0.07 0.08000 .006802 0.00 0.663 0.00 101.00 30.92 1.410 32.330 15.3 6.46 0.649 32.979 0.00 1.410 2.00 0.00 0.00 0 0.00 3.89 0.00475 .006067 0.02 1.610 0.00 104.89 30.94 1.474 32.412 15.3 6.16 0.590 33.002 0.00 1.410 2.00 0.00 0.00 0 0.00 8.75 0.00475 .005572 0.05 1.610 0.00 113.64 30.98 1.510 32.490 15.3 6.01 0.561 33.051 0.00 1.410 73.86 0.00503 .005227 0.39 2.00 0.00 0.00 0 0.00 1.560 0.00 187.50 31.35 1.560 32.912 15.3 5.82 0.526 33.438 0.00 1.410 to 1.67 0.00503 .005038 0.01 2.00 0.00 0.00 0 0.00 1.560 0.00 189.17 31.36 1.560 32.920 15.3 5.82 0.526 33.446 0.00 1.410 2.00 0.00 0.00 0 0.00 26.33 0.00501 .005033 0.13 1.562 0.00 215.50 31.49 1.562 33.054 15.3 5.81 0.525 33.579 0.00 1.410 2.00 0.00 0.00 0 0.00 93.51 0.00501 .005024 0.47 1.562 0.00 309.01 31.96 1.562 33.522 15.3 5.81 0.525 34.047 0.00 1.410 2.00 0.00 0.00 0 0.00 102.21 0.00499 .005007 0.51 1.570 0.00 LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE E STORM DRAIN LINEB1 JOB#1239.10 03/98 STATION INVERT DEPTH W. S. ELEV OF FLOW ELEV L/ELEM SO VEL VEL HEAD ENERGY GRD.EL. SUPER CRITICAL ELEV DEPTH HGT/ DIA BASE/ ID NO. SF AVE HF NORM DEPTH ZL NO AVBPR PIER ZR 411.22 32.47 (PW •iTRANS STR 0.08000 f* 412.22 32.55 *JUNCT STR 0.08500 1.568 34.038 1.732 34.282 15.3 5.79 0.520 34.558 0.00 1.410 .003863 0.00 15.3 4.42 0.303 34.585 0.00 1.221 .002621 0.01 414.22 32.72 1.753 34.473 11.9 4.08 0.258 34.731 0.00 1.239 TRANS STR 0.08000 415.22 32.80 1.654 34.454 1.72 0.00581 416.94 32.81 1.647 34.457 26.37 0.00488 443.31 32.94 1.565 34.504 8.43 0.00488 f* * 451.74 32.98 1.540 34.520 22.36 0.00492 474.10 33.09 1.472 34.562 TRANS STR 0.08000 475.10 33.17 1.531 34.701 -ffa .JDNCT STR 0.17000 477.10 33.51 1.538 35.048 TRANS STR 0.08000 478.10 33.59 1.459 35.049 18.69 0.00788 .002613 0.00 11.9 4.28 0.285 34.739 0.00 1.239 .002734 0.00 1.220 11.9 4.30 0.287 34.744 0.00 1.239 .002886 0.08 1.293 2.00 0.00 0.00 0 0.00 0.00 10.00 2.00 0.00 0 0.00 0.00 2.00 0.00 0.00 0 0.00 0.00 2.00 0.00 0.00 0 0.00 0.00 2.00 0.00 0.00 0 0.00 0.00 11.9 4.51 0.316 34.820 0.00 1.239 2.00 0.00 0.00 0 0.00 .003082 0.03 1.293 0.00 11.9 4.59 0.327 34.847 0.00 1.239 .003308 0.07 1.290 11.9 4.80 0.358 34.920 0.00 1.239 .002868 0.00 11.9 3.89 0.235 34.936 0.00 1.032 .002707 0.01 5.9 3.34 0.173 35.221 0.00 0.938 .002972 0.00 5.9 3.36 0.176 35.225 0.00 0.938 .002785 0.05 0.870 2.00 0.00 0.00 0 0.00 0.00 2.00 0.00 0.00 0 0.00 0.00 10.00 2.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 ; j^^ m LICENSEE: Project Design Consultants KELLY RANCH - VILLAGE E STORM DRAIN LINEB1 JOB#1239.10 03/98 STATION INVERT DEPTH ELEV OF FLOW w.s. ELEV L/ELEM SO F0515P WATER SURFACE PROFILE LISTING PAGE VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH SF AVE HF NORM DEPTH HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 496.79 33.74 1.346 35.083 11.74 0.00788 508.53 33.83 1.268 35.098 9.21 0.00788 517.74 33.90 1.203 35.106 7.59 0.00788 525.33 33.96 1.146 35.108 6.50 0.00788 531.83 34.01 1.094 35.108 5.19 0.00788 537.02 34.05 1.047 35.102 3.70 0.00788 540.72 34.08 1.003 35.087 HYDRAULIC JUMP 540.72 34.08 0.870 34.954 33.16 0.00788 573.88 34.34 0.870 35.215 14.63 0.00788 588.51 34.46 0.900 35.361 2.47 0.00788 590.98 34.48 0.938 35.418 1.50 0.00 0.00 0 0.00 0.870 0.00 1.50 0.00 0.00 0 0.00 0.870 0.00 1.50 0.00 0.00 0 0.00 0.870 0.00 1.50 0.00 0.00 0 0.00 0.870 0.00 1.50 0.00 0.00 0 0.00 0.870 0.00 1.50 0.00 0.00 0 0.00 0.870 0.00 1.50 0.00 0.00 0 0.00 0.00 5.9 5.55 0.478 35.432 0.00 0.938 1.50 0.00 0.00 0 0.00 .007764 0.26 0.870 0.00 5.9 3.53 0.193 35.276 0.00 0.938 .002887 0.03 5.9 3.70 0.213 35.311 0.00 0.938 .003135 0.03 5.9 3.88 0.234 35.340 0.00 0.938 .003455 0.03 5.9 4.07 0.257 35.365 0.00 0.938 .003839 0.02 5.9 4.27 0.283 35.391 0.00 0.938 .004288 0.02 5.9 4.48 0.311 35.413 0.00 0.938 .004811 0.02 5.9 4.70 0.343 35.430 0.00 0.938 5.9 5.55 0.478 35.693 0.00 0.938 .007377 0.11 0.870 5.9 5.33 0.441 35.802 0.00 0.938 .006580 0.02 0.870 5.9 5.07 0.400 35.818 0.00 0.938 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 591.98 34.56 0.938 35.498 5.9 5.07 0.400 35.898 0.00 0.938 1.50 0.00 0.00 0 0.00 ^LICENSEE: Project Design Consultants F0515P PAGE 4 WATER SURFACE PROFILE LISTING *M KELLY RANCH - VILLAGE E < STORM DRAIN LINEB1 JOBW1239.10 03/98 f STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HOT/ BASE/ ZL NO AVBPR IH ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ''Iw n ft KELLY RANCH - VILLAGE E STORM DRAIN LINEB1 JOBS1239.10 03/98 «• '•*•» IM .**" <M *• P* i *• «M IP* i* •f* (M IM .<?» ^ ':<P» M ' If to ;pn N if" M :T* ta ; PH ' ^ • ^M* 100.00 .1 W C HE 107.34 .1 WC ,HE 114.69 .1 WC HE 122.03 .1 WC HE 129.37 .1 X HE 136.71 .1 XX 144.06 .1 CW X 151.40 158.74 166.09 173.43 180.77 188.12 .1 CW HE 195.46 .1 CW HE 202.80 210.14 217.49 I CW HE 224.83 232.17 239.52 246.86 254.20 261.55 268.89 276.23 283.57 290.92 298.26 305.60 312.95 . I CW HE 320.29 327.63 334.98 342.32 349.66 357.00 364.35 371.69 379.03 386.38 393.72 401.06 408.41 415.75 . I CW HE 423.09 . I C W E 430.43 . I C W X 437.78 . I C W EH 445.12 I C W EH 452.46 . I C W EH 459.81 . I C W EH 467.15 474.49 . I C W EH 481.84 . I C W E R R R R R R R R R TX JX TX R R R R TX H . JX 489.18 . I C HWE . TX 496.52 . I C XE R 503.86 . I C WX . R 511.21 . I C W X R 518.55 . I C W X . R 525.89 . I C W EH . R 533.24 . I CW EH R 540.58 . I CW EH . R 547.92 . I CW EH . R 555.27 . I X EH . R 562.61 569.95 577.29 . I WC EH . R 584.64 591.98 . I X EH . R 30.84 32.07 33.31 34.54 35.77 37.01 38.24 39.47 40.70 41.94 43.17 ' N 0 T E S 1. GLOSSARY I « INVERT ELEVATION C - CRITICAL DEPTH *• W - WATER SURFACE ELEVATION H - HEIGHT OF CHANNEL C* E • ENERGY GRADE LINE |p X = CURVES CROSSING OVER B - BRIDGE ENTRANCE OR EXIT _JJM Y - WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLYto DATE: 8/ 7/1998 TIME: 15:46 F0515P HATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 14 1.50 m m '.-m M ^ te- F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING |M HEADING LINE NO 1 IS - '•• KELLY RANCH - VILLAGE E •tf HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - STORM DRAIN LINEB2 #JOB 1239.10 03/98 k. f F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 100.00 33.30 1 34.47 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 130.75 33.60 1 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 131.75 33.68 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 *• - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV - INV + DC tai p* LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE STORM DRAIN LINEB2 tJOB 1239.10 03/98 STATION INVERT DEPTH ELEV OF FLOW M.S. ELEV VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HOT/ BASE/ 2L NO AVBPR DIA ID NO. PIER L/ELEM SO SF AVE HP NORM DEPTH ZR 100.00 33.30 1.170 34.470 2.5 1.69 0.044 34.514 0.00 0.599 1.50 0.00 0.00 0 0.00 5.44 0.00976 .000659 0.00 0.500 0.00 105.44 33.35 1.116 34.469 2.5 1.77 0.049 34.518 0.00 0.599 1.50 0.00 0.00 0 0.00 5.00 0.00976 .000734 0.00 0.500 0.00 110.44 33.40 1.066 34.468 2.5 1.86 0.054 34.522 0.00 0.599 1.50 0.00 0.00 0 0.00 4.43 0.00976 .000822 0.00 0.500 0.00 114.87 33.45 1.021 34.466 2.5 1.95 0.059 34.525 0.00 0.599 1.50 0.00 0.00 0 0.00 4.09 0.00976 .000923 0.00 0.500 0.00 118.96 33.48 0.979 34.464 2.5 2.05 0.065 34.529 0.00 0.599 1.50 0.00 0.00 0 0.00 3.84 0.00976 .001038 0.00 0.500 0.00 122.80 33.52 0.939 34.461 2.5 2.15 0.072 34.533 0.00 0.599 1.50 0.00 0.00 0 0.00 3.48 0.00976 .001171 0.00 0.500 0.00 126.28 33.56 0.902 34.458 2.5 2.25 0.079 34.537 0.00 0.599 1.50 0.00 0.00 0 0.00 3.22, 0.00976 .001324 0.00 0.500 0.00 129.50 33.59 0.867 34.455 2.5 2.36 0.087 34.542 0.00 0.599 1.50 0.00 0.00 0 0.00 1.25 0.00976 .001443 0.00 0.500 0.00 130.75 33.60 0.853 34.453 2.5 2.41 0.090 34.543 0.00 0.599 l.SO 0.00 0.00 0 0.00 1.00 0.00976 .005541 -0.17 0.500 0.00 131.75 33.68 0.853 34.533 2.5 2.41 0.090 34.623 0.00 0.599 1.50 0.00 0.00 0 0.00 H. <*• IH •»*• fe- -tal 'p» !• '•••• ^ P» „Hi r IH -IP- ^ <p< IH :?* 'iHi '•P« Hi '|PJ to -.IP" ;|H •• 'L. 100.00 100.65 101.30 101.94 102.59 103.24 103.89 104.54 105.18 105.83 106.48 107.13 107.78 108.42 109.07 109.72 110.37 111.02 111.66 112.31 112.96 113.61 114.26 114.90 115.55 116.20 116.85 117.49 118 . 14 118.79 119.44 120.09 120.73 121.38 122.03 122.68 123.33 123.97 124.62 125.27 125.92 126.57 127.21 127.86 128.51 129.16 129.81 130.45 131.10 131.75 KELLY RANCH - VILLAGE E STORM DRAIN LINEB2 #JOB 1239.10 03/98 W E W E W E H E H E 33.30 33.49 33.68 33.86 34.05 34.24 34.43 34.62 34.80 34.99 35.18 NOTES 1. GLOSSARY I - INVERT ELEVATION C - CRITICAL DEPTH W - WATER SURFACE ELEVATION H - HEIGHT OP CHANNEL E - ENERGY GRADE LINE X - CORVES CROSSING OVER B - BRIDGE ENTRANCE OR EXIT Y - WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY DATE: B/ 7/1998 TIME: 15:53 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y{1) Y(2> Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y{10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.50 fc ^ F 0 5 1 5 P PAGE NO 3 «M WATER SURFACE PROFILE - TITLE CARD LISTING •*• HEADING LINE NO 1 IS - fm KELLY RANCH - VILLAGE E ** HEADING LINE NO 2 IS - ^ STORM DRAIN LINEB3 ft. HEADING LINE NO 3 IS - •• #JOB 1239.10 03/98 P* IH F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 100.00 33.30 1 W S ELEV 34.47 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT 104.75 33.49 1 N 0.013 RADIUS. ANGLE ANG FT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT M S ELEV 105.75 33.57 1 0.00 NO EDIT ERRORS ENCOUNTERED- COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV - INV + DC LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE 1 KELLY RANCH - VILLAGE E STORM DRAIN LINEB3 #JOB 1239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HOT/ BASE/ EL NO AVBPR DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 100.00 33.30 1.170 34.470 4.8 3.25 0.164 34.634 0.00 0.842 1.50 0.00 0.00 0 0.00 1.00 0.04000 .002430 0.00 0.490 0.00 101.00 33.34 1.116 34.456 4.8 3.40 0.180 34.636 0.00 0.842 1.50 0.00 0.00 0 0.00 0.86 0.04000 .002707 0.00 0.490 0.00 101.86 33.37 1.066 34.440 4.8 3.57 0.198 34.638 0.00 0.842 1.50 0.00 0.00 0 0.00 0.68 0.04000 .003030 0.00 0.490 0.00 102.54 33.40 1.021 34.423 4.8 3.74 0.218 34.641 0.00 0.842 1.50 0.00 0.00 0 0.00 0.18 0.04000 .003405 0.00 0.490 0.00 102.72 33.41 0.979 34.388 4.8 3.93 0.240 34.628 0.00 0.842 1.50 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 102.72 33.41 0.696 34.105 4.8 5.98 0.555 34.660 0.00 0.842 1.50 0.00 0.00 0 0.00 0.75 0.04000 .010138 0.01 0.490 0.00 103.47 33.44 0.722 34.161 4.8 5.69 0.503 34.664 0.00 0.842 1.50 0.00 0.00 0 0.00 0.58 0.04000 .008907 0.01 0.490 0.00 104.05 33.46 0.750 34.212 4.8 5.43 0.458 34.670 0.00 0.842 1.50 0.00 0.00 0 0.00 0.42 0.04000 .007843 0.00 0.490 0.00 104.47 33.48 0.778 34.257 4.8 5.18 0.416 34.673 0.00 0.842 1.50 0.00 0.00 0 0.00 0.21 0.04000 .006913 0.00 0.490 0.00 104.68 33.49 0.809 34.296 4.8 4.94 0.379 34.675 0.00 0.842 1.50 0.00 0.00 0 0.00 0.07 0.04000 .006091 0.00 0.490 0.00 104.75 33.49 0.842 34.332 4.8 4.70 0.343 34.675 0.00 0.842 1.50 0.00 0.00 0 0.00 105.75 33.57 0.842 34.412 4.8 4.70 0.343 34.755 0.00 0.842 1.50 0.00 0.00 0 0.00 LICENSEE: Project Design Consultants F0515P PAGE 2 WATER SURFACE PROFILE LISTING KELLY RANCH - VILLAGE E STORM DRAIN LINEB3 #JOB 1239.10 03/98 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR KELLY RANCH - VILLAGE E STORM DRAIN LINEB3 #JOB 1239.10 03/98 100.00 100.12 100.23 100.35 100.47 100.59 100.70 100.82 100.94 101.06 101.17 101.29 101.41 101.53 101.64 101.76 101.88 101.99 102.11 102.23 102.35 102.46 102.58 102.70 102.82 102.93 103.05 103.17 103.29 103.40 103.52 103.64 103.76 103.87 103.99 104.11 104.22 104.34 104.46 104.58 104.69 104.81 104.93 105.05 105.16 105.28 105.40 105.52 105.63 105.75 C C H H W C W C X H H H . 33.30 33.48 33.65 33.83 34.01 34.18 34.36 34.54 34.72 34.89 35.07 NOTES 1. GLOSSARY I - INVERT ELEVATION C - CRITICAL DEPTH W - WATER SURFACE ELEVATION H - HEIGHT OF CHANNEL E - ENERGY GRADE LINE X - CORVES CROSSING OVER B - BRIDGE ENTRANCE OR EXIT Y - WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY DATE: 8/ 7/1998 ' TIME: IS: 4 P051SP WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE 2L ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 14 1.50 CD 2 2 0 0.00 10.00 ' 2.00 0.00 '•M F 0 5 1 5 P PAGE HO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - KELLY RANCH - VILLAGE E HEADING LINE NO 2 IS - STORM DRAIN LINEB4 HEADING LINE NO 3 IS - #JOB 1239.10 03/98 P» F 0 5 1 5 P PAGE NO 2 HATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 100.00 33.59 1 H S ELEV 35.05 ELEMENT NO 2 IS A REACH * * * • U/S DATA STATION INVERT SECT 108.39 33.67 1 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A TRANSITION * * • U/S DATA STATION INVERT SECT 109.39 33.75 2 N 0.013 ELEMENT NO 4 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 111.39 33.92 110 0.013 3.3 0.0 34.00 0.00 90.00 0.00 ELEMENT NO 5 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 112.39 34.00 1 N 0.013 ELEMENT NO 6 IS A REACH * * * U/S DATA STATION INVERT SECT 194.89 34.83 1 N 0.014 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 7 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV , 195.89 34.91 1 0.00 fed NO EDIT ERRORS ENCOONTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV . INV + DC •"""* LICENSEE: Project Design Consultants P0515P WATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE E STORM DRAIN LINEB4 (tJOB 1239.10 03/98 STATION INVERT DEPTH ELEV OF FLOW W.S. ELEV L/ELEM SO VEL VEL ENERGY SOPER CRITICAL HEAD GRD.EL. ELEV DEPTH HOT/ BASE/ ZL NO AVBPR DIA ID NO. PIER SF AVE HP NORM DEPTH ZR 100.00 33.59 1.460 35.050 IP* 8.39 0.00954 108.39 33.67 1.418 35.088 ffj TRANS STR 0.08000 'MM 109.39 33.75 1.639 35.389 JDNCT STR 0.08500 »*111.39 33.92 1.555 35.475m TRANS STR 0.08000 ^ 112.39 34.00 1.478 35.478 d 14.54 0.01006 ** 126.93 34.15 1.355 35.501 '"""* 8.70 0.01006 to 135.63 34.23 1.275 35.509 :P" 6.84 0.01006 142.47 34.30 1.209 35.512 ** 5.73 0.01006 *** 148.20 34.36 1.151 35.511 m 4.85 0.01006 ;1 153.05 34.41 1.099 35.508 4.20 0.01006 M 157.25 34.45 1.051 35.502 8.5 4.85 0.365 35.415 0.00 1.129 .005728 0.05 1.040 8.5 4.92 0.375 35.463 0.00 1.129 .003317 0.00 8.5 2.59 0.104 35.493 0.00 0.825 .001711 0.00 5.2 2.94 0.134 35.609 0.00 0.878 .002338 0.00 5.2 2.95 0.135 35.613 0.00 0.878 .002537 0.04 0.780 5.2 3.10 0.149 35.650 0.00 0.878 .002583 0.02 0.780 5.2 3.25 0.164 35.673 0.00 0.878 .002800 0.02 0.780 5.2 3.41 0.180 35.692 0.00 0.878 .003083 0.02 0.780 5.2 3.57 0.198 35.709 0.00 0.878 .003423 0.02 0.780 5.2 3.75 0.218 35.726 0.00 0.878 .003821 0.02 0.780 5.2 3.93 0.240 35.742 0.00 0.878 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 10.00 2.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 O.'OO 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 3.47 0.01006 .004282 0.01 0.780 0.00 LICENSEE: Project Design Consultants F0515P HATER SURFACE PROFILE LISTING PAGE 2 KELLY RANCH - VILLAGE E STORM DRAIN LINEB4 #JOB 1239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV L/ELEM SO VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER SF AVE HF NORM DEPTH ZR 160.72 34.49 1.007 35.493 5.2 4.12 0.264 35.757 0.00 0.878 1.55 0.01006 .004815 0.01 162.27 34.50 0.966 35.468 S.2 4.32 0.290 35.758 0.00 0.878 HYDRAULIC JUMP 162.27 34.50 0.780 35.282 5.2 5.60 0.487 35.769 0.00 0.878 2.97 0.01006 .009963 0.03 165.24 34.53 0.780 35.312 5.2 5.60 0.487 35.799 0.00 0.878 5.03 0.01006 i* 170.27 34.58 0.781 35.363 ** 19.28 0.01006 .009940 0.05 5.2 5.59 0.485 35.848 0.00 0.878 .009328 0.18 189.55 34.78 0.811 35.587 5.2 5.33 0.441 36.028 0.00 0.878 4.42 0.01006 .008229 0.04 193.97 34.82 0.843 35.664 5.2 5.08 0.401 36.065 0.00 0.878 0.92 0.01006 .007257 0.01 194.89 34.83 0.878 35.708 5.2 4.84 0.363 36.071 0.00 0.878 195.89 34.91 0.878 35.788 5.2 4.84 0.363 36.151 0.00 0.878 1.50 0.00 0.00 0 0.00 0.780 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.780 0.00 1.50 0.00 0.00 0 0.00 0.780 0.00 1.50 0.00 0.00 0 0.00 0.780 0.00 1.50 0.00 0.00 0 0.00 0.780 0.00 1.50 0.00 0.00 0 0.00 0.780 0.00 1.50 0.00 0.00 0 0.00 1.50 0.00 0.00 0 0.00 •m i*« - KELLY RANCH - VILLAGE E STORM DRAIN LINEB4 #JOB 1239.10 03/98 •I-' •"•"» MM WM tua MU ••»•» *•* —JH MB •^ •» ** to *•- to : • fr to '1P IV gin* , JH ;f" ^ 100.00 .1 C X E 101.96 103.91 105.87 107.83 109.78 .1 C WH E 111.74 .1 C WE 113.70 .1 C XE 115.66 . I C XE 117.61 119.57 121.53 123.48 125.44 127.40 . I C W X 129.35 131.31 133.27 135.22 137. .18 . I C W EH 139.14 141.10 143.05 . I C W EH 145.01 146.97 148.92 . I C W E H 150.88 152.84 154.79 . I C W EH 156.75 158.71 . I CW E H 160.67 162.62 . I CW E H 164.58 . I CW E H 166.54 . I WC E H 168.49 . I WC E H 170.45 . I WC E H 172.41 174.36 176.32 178.28 180.23 182.19 184.15 186.11 188.06 190.02 . I WC E H 191.98 193.93 195.89 . I X E H TX H . JX TX R R R R R R R R 33.59 34.61 35.62 36.64 37.65 38.67 39.69 40.70 41.72 42.73 43.75 NOTES 1. GLOSSARY I - INVERT ELEVATION C - CRITICAL DEPTH W - WATER SURFACE ELEVATION H - HEIGHT OF CHANNEL E - ENERGY GRADE LINE X - CURVES CROSSING OVER B - BRIDGE ENTRANCE OR EXIT Y • WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY *"* DATE: 8/ 7/1998 TIME: 16: 7 FOS15P ^ WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ** CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE 2L ZR INV Y(l) Y(2) Y(3) Y(4) Y(S) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP .*•" *• CD 14 1.50 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS -*M KELLY RANCH - VILLAGE E ** HEADING LINE NO 2 IS - f* STORM DRAIN LINEB5 HEADING LINE NO 3 IS - p» ' #JOB 1239.10 03/98 <* F 0 5 1 5 P PAGE NO 2 HATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 100.00 34.81 1 35.50 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 181.57 35.50 1 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 182.57 35.58 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV - INV + DC LICENSEE: Project Design Consultants KELLY RANCH - VILLAGE E STORM DRAIN LINEBS #JOB 1239.10 03/98 F0515P HATER-SURFACE PROFILE LISTING PAGE STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV .Q VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 100.00 34.81 0.850 35.660 5.9 5.71 0.507 36.167 0.00 0.938 1.50 0.00 0.00 0 0.00 52.08 0.00846 .008355 0.44 0.850 0.00 152.08 35.25 0.850 36.101 5.9 5.71 0.507 36.608 0.00 0.938 1.50 0.00 0.00 0 0.00 18.80 0.00846 .008129 0.15 0.850 0.00 170.88 35.41 0.865 36.275 5.9 5.59 0.485 36.760 0.00 0.938 1.50 0.00 0.00 0 0.00 8.98 0.00846 .007445 0.07 0.850 0.00 179.86 35.49 0.900 36.386 5.9 5.33 0.441 36.827 0.00 0.938 1.50 0.00 0.00 0 0.00 1.71 0.00846 .006580 0.01 0.850 0.00 181.57 35.50 0.938 36.438 5.9 5.07 0.400 36.838 0.00 0.938 1.50 0.00 0.00 0 0.00 182.57 35.58 0.938 36.518 5.9 5.07 0.400 36.918 0.00 0.938 1.50 0.00 0.00 0 0.00 KELLY RANCH - VILLAGE E STORM DRAIN LINEB5 #JOB 1239.10 03/98 100.00 .1 W C E H . K 101.69 103.37 . • • 105.06 106.74 108.43 110.11 111.80 113.48 115.17 116.85 118.54 120.22 121.91 123.59 125.28 126.96 128.65 130.33 132.02 133.70 135.39 137.07 138.76 140.44 142.13 143.81 145.50 147.18 148.87 150.55 152.24 I WC EH . R 153.92 . 155.61 157.29 158.98 160.66 162.35 164.03 165.72 . 167.40 169.09 170.77 . • • 172.46 . I WC E H . R 174.14 . 175.83 177.51 179.20 180.88 . I WC E H . R 182.57 I X E H . R 34.81 35.04 35.26 35.49 35.72 35.95 36.17 36.40 36.63 36.85 37.08 NOTES ,«» 1. GLOSSARY I - INVERT ELEVATION ** C - CRITICAL DEPTH W - WATER SURFACE ELEVATIONp*m H - HEIGHT OF CHANNEL *K* E - ENERGY GRADE LINE X - CURVES CROSSING OVER **"" 3 - BRIDGE ENTRANCE OR EXIT tm Y - WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY DATE: 8/ 6/1998 TIME: 11:22 F051SP WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Yd) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 l.SO F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - KELLY RANCH - VILLAGE E HEADING LINE NO 2 IS - STORM DRAIN LINEB6 HEADING LINE NO 3 IS - #JOB 1239.10 03/98 F 0 5 1 5 P PAGE NO 2 HATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 100.00 36.03 1 W S ELEV 37.35 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT 103.25 36.05 1 N 0.013 RADIUS ANGLE ANG FT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HBADHORKS * * ?*"• U/S DATA STATION INVERT SECT W S ELEV : 104.25 36.13 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NON BEGINNING •» ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, H.S.ELEV • INV + DC LICENSEE: Project Design Consultants P0515P HATER SURFACE PROFILE LISTING PAGE 1 KELLY RANCH - VILLAGE E STORM DRAIN LINEB6 #JOB 1239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 100.00 36.03 1.320 37.350 3.4 2.06 0.066 37.416 0.00 0.703 1.50 0.00 0.00 0 0.00 3.25 0.00615 .000950 0.00 0.670 0.00 103.25 36.05 1.302 37.352 3.4 2.09 0.068 37.420 0.00 0.703 1.50 0.00 0.00 0 0.00 1.00 0.00615 .003490 -0.01 0.670 0.00 104.25 36.13 1.302 37.432 3.4 2.09 0.068 37.500 0.00 0.703 1.50 0.00 0.00 0 0.00 KELLY RANCH - VILLAGE E STORM DRAIN LINEB6 #JOB 1239.10 03/98 100.00 100.09 100.17 100.26 100.35 100.43 100.52 100.61 100.69 100.78 100.87 100.95 101.04 101.13 101.21 101.30 101.39 101.47 101.56 101.65 101.73 101.82 101.91 101.99 102.08 102.17 102.26 102.34 102.43 102.52 102.60 102.69 102.78 102.86 102.95 103.04 103.12 103.21 103.30 103.38 103.47 103.56 103.64 103.73 103.82 103.90 103.99 104.08 104.16 104.25 H E W E H. R 36.03 36.19 36.35 36.51 36.67 36.83 36.99 37.15 37.31 37.47 37.63 NOTES 1. GLOSSARY I . INVERT ELEVATION C - CRITICAL DEPTH W - WATER SDRFACE ELEVATION H - HEIGHT OF CHANNEL E - ENERGY GRADE LINE X - CURVES CROSSING OVER B - BRIDGE ENTRANCE OR EXIT Y « WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY I I I I I I I I I I I I DATE: 8/ 6/1998 TIME: 11:27 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 14 1.50 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - KELLY RANCH - VILLAGE E HEADING LINE NO 2 IS - STORM DRAIN LINEB7 HEADING LINE NO 3 IS - #JOB 1239.10 03/98 F 0 5 1 5 P PAGE NO 2 HATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 100.00 36.03 1 W S ELEV 37.35 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT 129.25 36.30 1 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 130.25 36.38 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV - INV + DC LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE E STORM DRAIN LINEB7 #JOB 1239.10 03/98 STATION INVERT DEPTH ELEV OF FLOW W.S. ELEV VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER L/ELEM SO SF AVE HP NORM DEPTH ZR 100.00 36.03 1.320 37.350 6.4 3.89 0.234 37.584 0.00 0.978 1.50 0.00 0.00 0 0.00 8.60 0.00923 .003481 0.03 0.870 0.00 108.60 36.11 1.247 37.356 6.4 4.08 0.258 37.614 0.00 0.978 1.50 0.00 0.00 0 0.00 6.85 0.00923 .003802 0.03 0.870 0.00 115.45 36.17 1.184 37.357 6.4 4.28 0.284 37.641 0.00 0.978 1.50 0.00 0.00 0 0.00 5.30 0.00923 .004201 0.02 0.870 0.00 120.75 36.22 1.129 37.351 6.4 4.48 0.312 37.663 0.00 0.978 1.50 0.00 0.00 0 0.00 4.12 0.00923 .004677 0.02 0.870 0.00 124.87 36.26 1.079 37.339 6.4 4.70 0.343 37.682 0.00 0.978 1.50 0.00 0.00 0 0.00 2.92 0.00923 .005232 0.02 0.870 0.00 127.79 36.29 1.033 37.320 6.4 4.93 0.378 37.698 0.00 0.978 1.50 0.00 0.00 0 0.00 1.46 0.00923 .005827 0.01 0.870 0.00 129.25 36.30 0.995 37.295 6.4 5.14 0.410 37.705 0.00 0.978 1.50 0.00 0.00 0 0.00 1.00 0.00923 .007586 -0.22 0.870 0.00 130.25 36.38 0.995 37.375 6.4 5.14 0.410 37.785 0.00 0.978 1.50 0.00 0.00 0 0.00 KELLY RANCH - VILLAGE E STORM DRAIN LINEB7 #JOB 1239.10 03/98 100.00 100.62 101.23 101.85 102.47 103.09 103.70 104.32 104.94 105.56 106.17 106.79 107.41 108.03 108.64 109.26 109.88 110.49 111.11 111.73 112.35 112.96 113.58 114.20 114.82 115.43 116.05 116.67 117.29 117.90 118.52 119.14 119.76 120.37 120.99 121.61 122.22 122.84 123.46 124.08 124.69 125.31 125.93 126.55 127.16 127.78 128.40 129.02 129.63 130.25 H E EH E H C W E H C W CW E H E H CM 36.03 36.22 36.40 36.59 36.77 36.96 37.14 37.33 37.51 37.70 37.88 NOTES 1. GLOSSARY I . INVERT ELEVATION C - CRITICAL DEPTH H - WATER SURFACE ELEVATION H - HEIGHT OF CHANNEL E - ENERGY GRADE LINE X - CURVES CROSSING OVER B - BRIDGE ENTRANCE OR EXIT Y - WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY DATE: 8/ 6/1998 TIME: 11: 3 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 14 1.50 CD 22 0 0.00 10.00 2.00 0.00 F 0 5 - 1 5 P PAGE NO 3 HATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - KELLY RANCH - VILLAGE E HEADING LINE NO 2 IS - STORM DRAIN LINE B8 HEADING LINE NO 3 IS - JOB#1239.10 05/98 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 100.00 33.29 1 H S ELEV 34.79 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT 101.00 33.29 1 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT 301.23 34.57 1 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 4 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 302.23 34.65 2 N 0.013 ELEMENT NO 5 IS A REACH * * * U/S DATA STATION INVERT SECT 304.23 34.82 2 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 6 IS A TRANSITION U/S DATA STATION INVERT SECT 305.23 34.90 1 N 0.013 ELEMENT NO 7 IS A REACH * * * U/S DATA STATION INVERT SECT 383.00 35.70 1 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 8 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 384.00 35.70 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV - INV + DC LICENSEE: Project Design Consultants F0515P HATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE E STORM DRAIN LINE B8 JOB81239.10 05/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH HOT/ BASE/ ZL NO AVBPR DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 100.00 33.29 1.500 34.790 9.8 5.55 0.478 35.268 0.00 1.208 1.50 0.00 0.00 0 0.00 1.00 0.00000 .008704 0.01 0.000 0.00 101.00 33.29 1.509 34.799 9.8 5.55 0.478 35.277 0.00 1.208 1.50 0.00 0.00 0 0.00 200.23 0.00639 .008704 1.74 1.500 0.00 301.23 34.57 1.971 36.541 9.8 5.55 0.478 37.019 0.00 1.208 1.50 0.00 0.00 0 0.00 TRANS STR 0.08000 .004620 0.00 0.00 302.23 34.65 2.347 36.997 9.8 2.09 0.068 37.065 0.00 0.907 10.00 2.00 0.00 0 0.00 1.21 0.08500 .000568 0.00 0.360 0.00 303.44 34.75 2.238 36.991 9.8 2.19 0.074 37.065 0.00 0.907 10.00 2.00 0.00 0 0.00 0.79 0.08500 .000625 0.00 0.360 0.00 304.23 34.82 2.166 36.986 9.8 2.26 0.079 37.065 0.00 0.907 10.00 2.00 0.00 0 0.00 TRANS STR 0.08000 .004677 0.00 0.00 305.23 34.90 1.773 36.673 9.8 5.55 0.478 37.151 0.00 1.208 1.50 0.00 0.00 0 0.00 77.77 0.01029 .008704 0.68 1.130 0.00 383.00 35.70 1.650 37.350 9.8 5.55 0.478 37.828 0.00 1.208 1.50 0.00 0.00 0 0.00 1.00 0.01029 .009532 -0.74 1.130 0.00 384.00 35.70 1.650 37.350 9.8 5.55 0.478 37.828 0.00 1.208 1.50 0.00 0.00 0 0.00 KELLY RANCH - VILLAGE E STORM DRAIN LINE B8 JOB#1239.10 05/98 100.00 .1 105.80 .1 111.59 117.39 123.18 128.98 134.78 140.57 146.37 152.16 157.96 163.76 169.55 175.35 181.14 186.94 192.73 198.53 204.33 210.12 215.92 221.71 227.51 233.31 239.10 244.90 250.69 256.49 262.29 268.08 273.88 279.67 285.47 291.27 297.06 302.86 308.65 314.45 320.24 326.04 331.84 337.63 343.43 349.22 355.02 360.82 366.61 372.41 378.20 384.00 C X E C X E I C H W E 1C X 1C X 1C X I C H W 1 I C ] R R TX H . R H . R H . TX 33.29 34.44 35.60 36.75 37.90 39.06 40.21 41.36 42.51 43.67 44.82 NOTES 1. GLOSSARY I - INVERT ELEVATION C - CRITICAL DEPTH W - WATER SURFACE ELEVATION H - HEIGHT OF CHANNEL E - ENERGY GRADE LINE X - CURVES CROSSING OVER B - BRIDGE ENTRANCE OR EXITI Y - WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY