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3583; Cannon Road Lift Station; Kelly Ranch Village E Drainage Report; 1999-02-01
SUPPLEMENT OF DRAINAGE REPORT FOR KELLY RANCH VILLAGE ?Ef CARLSBAD, CALIFORNIA CT-96-07 FEBRUARY 1999 Prepared For: SHEA HOMES 10721 Treena Street, Suite 200 San Diego, CA 92131 Prepared By: PROJECT DESIGN CONSULTANTS 701 B Street, Suite 800 San Diego, CA 92101 Document No. 1239.10 tu m DafeR. GreentajgJj^PlE RCE43964 ReRisfratioirScplres 6/30/01 Prepared By: JQZ Checked By: DG TABLE OF CONTENTS Introduction Revision and Replacement. A. Revision B. Replacement m LIST OF ATTACHMENTS WSPG Key Map - System A WSPG Key Map - System B WSPG Calculation for Line Al WSPG Calculation for Line A2 WSPG Calculation for Line Bl WSPG Calculation for Line B4 WSPG Calculation for Line B5 File: 1239.10 September 1998 Page 1 1 1 1 REP/12391DR.DOC 1-1 INTRODUCTION This supplement prepared to document the DRAINAGE REPORT FOR KELLY RANCH *" VILLAGE 'E' CT-96-07, September 1998. Since part of final design of storm drain system has been changed to match construction requests, the corresponding WSPG calculations should be replaced with updated results. This supplement ** provided the Hydraulic Grade Line (HGL) calculations at relative pipe systems. "" REVISION AND REPLACEMENT A. Revision P. 1. Storm drain data No. (!),(! 1), (12), and (13) on Drawing No. 363-3. Sheets. *" 2. Storm drain data No. (1) on Drawing No. 363-3, Sheet 10. •R : 3. Storm dram data No. (1) on Drawing No. 363-3, Sheet 12. 4. Storm drain data No. (1), (2), (3), (4), (5), and (6) on Drawing No. 363-3, Sheet 13.Hnm B. Replacement I 1. WSPG Key Map-System A. 2. WSPG Key Map-System B. 'A''' '-': "" 3. Calculation for Line Al. Wi 4. Calculation for Line A2. 1 5. Calculation for Line B1.* • 6. Calculation for Line B4. H 7. Calculation for Line B5. Pi REP/I239ISODR.DOC m • ATTACHMENTS • • WSPG Key Map - System A • • WSPG Key Map - System B • WSPG Calculation for Line Al • • WSPG Calculation for Line A2 • • WSPG Calculation for Line B1 •• WSPG Calculation for Line B4 'if I ft • WSPG Calculation for Line B5 •m k REP/12391 SODR.DOC A-l KEY MAP - SYSTEM A,C IE. 52.17 R A = 23'08' IE. 55.53 TS A = 9H9IE. 43.13 R \\\ Q = 11.4 (SEE LINE B) IE. 24.85 R = 84-54'LINE A-6 IE. 59.00 SO TW 59.40 1+31.25 IE. 38.75 SO TW 41.50 1+31.25 IE. 60.25 R A= 07'39' IE. 71.91 R = 20'30' IE. 35.14 R A= 46'50' IE. 27.87 R A= 05*55'IE. 22.16 R 1+26.44 R.W,IE. 80.0 SO TW 80.70 1+03.25 IE. 80.28 Q = 2.7 LINE A-10 ©1+00.00 IE. 2+19.54 IE. 24.77 Q = 5.5 1+00.00 IE. 82.13 SH Q = 3.1 1+29.25 IE. 80.0 SO TW 80.70 LINE A-7IE. 24.63 SO TW 27.20 1+28.75 IE 25.38 R 1+29.75 IE. 85.50 SO TW 86.70 1+29.25 85.70 R IE. 85.80 SH 0 = 4.7 LINE A-9E. 19.10 R 3+55.13 19.15 JX IE. 17.57 SO TW. 22.66 JOB j 1239.00 FILE: T:ENGR\ 1239\EXHIBIT\ 1239HYD2.DWG /( LINE A-10 II II II II II II II II II II II t J I J L J f. HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 01/99 PAGE NO 3 f 1 II f 1 II t 1 I 1 I I I i II f 1 II I 1 f 1 t i L j . DATE: 1/28/1999 TIME: 8:48 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 4 2.00 CD 3 4 2.50 CD 5 4 3.50 CD 62 0 0.00 10.00 4.00 0.00 CD 7 3 0 0.00 10.00 5.00 0.00 0.00 0.00 l ii ri mm Mi II II ii II tl ll •] ii lit F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING PAGE NO 2 ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 94.32 17.57 5 W S ELEV 22.66 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT 99.32 17.65 5 N 0.013 RADIUS 0.00 ANGLE ANG PT MAN H 0.00 0.00 0 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT 209.02 18.27 5 N 0.013 RADIUS 0.00 ANGLE ANG PT MAN H 52.22 0.00 0 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT 353.13 19.09 5 0.013 RADIUS 0.00 ANGLE ANG PT MAN H 0.00 0.00 1 ELEMENT NO 5 IS A WALL EXIT * U/S DATA STATION INVERT SECT 353.13 19.09 5 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 6 IS A REACH * * * U/S DATA STATION INVERT SECT 354.13 19.10 7 0.013 RADIUS 0.00 ANGLE ANG PT MAN H 0.00 0.00 1 ELEMENT NO 7 IS A JUNCTION * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 355.13 19.15 710 0.013 7.0 ELEMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT 357.13 19.30 7 N 0.013 Q4 INVERT-3 INVERT-4 0.0 20.97 0.00 RADIUS 0.00 PHI 3 PHI 4 90.00 0.00 ANGLE ANG PT MAN H 0.00 0.00 0 ELEMENT NO 9 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 357.13 19.30 7 0.600 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 10 IS A REACH * * * U/S DATA STATION INVERT SECT 393.45 19.52 5 N 0.013 RADIUS 0.00 ANGLE ANG PT MAN H 0.00 0.00 0 ELEMENT NO 11 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 394.45 19.60 6 N 0.013 ELEMENT NO 12 IS A JUNCTION * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 396.45 19.77 510 0.013 Q3 Q4 INVERT-3 INVERT-4 5.3 0.0 21.85 0.00 PHI 3 PHI 4 90.00 0.00 r i r i r i iti mm 11 'mm t i i i r i F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING PAGE NO 3 ELEMENT NO 13 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 397.45 19.85 5 ELEMENT NO 14 IS A REACH * * * U/S DATA STATION INVERT SECT 419.86 19.96 5 N 0.013 N 0.013 RADIOS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 15 IS A REACH * * * U/S DATA STATION INVERT SECT 605.55 20.89 5 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 59.06 0.00 0 ELEMENT NO 16 IS A REACH * * * U/S DATA STATION INVERT SECT 627.12 21.00 5 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 17 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 628.12 21.08 6 ELEMENT NO 18 IS A REACH * * * U/S DATA STATION INVERT SECT 630.12 21.25 6 ELEMENT NO 19 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 631.12 21.33 5 N 0.013 N 0.013 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO 20 IS A REACH * * * 0/S DATA STATION INVERT SECT 825.45 22.30 5 21 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 826.45 22.38 6 N 0.013 N 0.013 22 IS A JUNCTION * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 828.45 22.55 511 0.013 4.5 23 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 829.45 22.63 5 24 IS A REACH * * * U/S DATA STATION INVERT SECT 859.84 22.85 5 N 0.013 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 Q4 INVERT-3 INVERT-4 PHI 3 5.4 24.63 24.63 90.00 PHI 4 90.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 f f r i t ..... i f i r i i i i i i i § 3 i i F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 25 IS A REACH * * * 0/S DATA STATION INVERT SECT 988.97 23.75 5 ELEMENT NO 26 IS A REACH * * * U/S DATA STATION INVERT SECT 1030.93 24.05 5 N 0.013 N 0.013 PAGE NO 4 RADIUS ANGLE ANG PT MAN H 0.00 39.34 0.00 0 RADIOS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 27 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1031.93 24.13 6 ELEMENT NO 28 IS A REACH * * * U/S DATA STATION INVERT SECT 1033.93 24.30 6 ELEMENT NO 29 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1034.93 24.38 5 N 0.013 N 0.013 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 30 IS A REACH * * * U/S DATA STATION INVERT SECT 1101.61 24.85 5 ELEMENT NO 31 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1102.61 24.93 6 ELEMENT NO 32 IS A REACH * * * U/S DATA STATION INVERT SECT 1104.61 25.10 6 ELEMENT NO 33 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1105.61 25.18 5 N 0.013 N 0.013 N 0.013 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 84.54 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 34 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 35 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1341.68 26.67 6 ELEMENT NO 36 IS A REACH * * * U/S DATA STATION INVERT SECT 1343.68 26.84 6 ELEMENT NO 37 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1344.68 26.92 5 N 0.013 N 0.013 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 r i ii •* mm 1 ni r i t i i i t i t J i F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 38 IS A ELEMENT NO 39 IS A REACH * U/S DATA STATION 1488.27 REACH * U/S DATA STATION 1521.47 INVERT SECT 27.69 5 INVERT SECT 27.87 5 N 0.013 N 0.013 PAGE NO 5 RADIUS ANGLE ANG FT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 8.56 0.00 0 ELEMENT NO 40 IS A REACH * U/S DATA STATION 1554.48 INVERT SECT 28.05 5 N 0.013 RADIUS 0.00 ANGLE ANG PT MAN H 0.00 0.00 0 ELEMENT NO 41 IS A TRANSITION * U/S DATA STATION 1555.48 INVERT SECT 28.13 6 N 0.013 ELEMENT NO 42 IS A JUNCTION * U/S DATA STATION 1557.48 INVERT SECT LAT-1 LAT-2 N 28.30 510 0.013 Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 11.5 0.0 30.38 0.00 90.00 0.00 ELEMENT NO 43 IS A TRANSITION * U/S DATA STATION 1558.48 INVERT SECT 28.38 5 N 0.013 ELEMENT NO 44 IS A ELEMENT NO 45 IS A ELEMENT NO 46 IS A ELEMENT NO 47 IS A ELEMENT NO 48 IS A REACH * U/S DATA STATION 1680.22 REACH * U/S DATA STATION 1744.73 TRANSITION * U/S DATA STATION 1745.73 JUNCTION * U/S DATA STATION 1747.73 TRANSITION * U/S DATA STATION 1748.73 INVERT SECT 29.06 5 INVERT SECT 29.42 5 INVERT SECT 29.50 6 N 0.013 N 0.013 N 0.013 INVERT SECT LAT-1 LAT-2 N 30.84 220 0.013 Q3 11.4 RADIUS 0.00 RADIUS 0.00 ANGLE ANG PT MAN H 0.00 0.00 0 ANGLE ANG PT MAN H 19.45 0.00 0 Q4 INVERT-3 INVERT-4 0.0 30.92 0.00 PHI 3 PHI 4 50.00 0.00 INVERT SECT 30.92 2 N 0.013 f i t ........ i t I «t:i tel •ri r« • a t i t.j i F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO ELEMENT NO 49 IS A REACH * * * U/S DATA STATION INVERT SECT 1834.58 35.14 2 50 IS A REACH * * * 0/S DATA STATION INVERT SECT 1871.47 36.96 2 N 0.013 N 0.013 RADIOS 0.00 RADIUS 0.00 J i l I i PAGE NO 6 ANGLE ANG PT MAN H 46.45 0.00 0 ANGLE ANG PT MAN H 11.18 0.00 0 ELEMENT NO 51 IS A REACH * * * U/S DATA STATION INVERT SECT 1897.73 38.25 2 N 0.013 RADIUS 0.00 ANGLE ANG PT MAN H 0.00 0.00 0 ELEMENT NO 52 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1898.73 38.33 6 N 0.013 ELEMENT NO 53 IS A JUNCTION * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 1900.73 38.50 210 0.013 4.6 Q4 INVERT-3 INVERT-4 0.0 38.75 0.00 PHI 3 PHI 4 90.00 0.00 ELEMENT NO 54 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1901.73 38.58 2 N 0.013 ELEMENT NO 55 IS A REACH * * « U/S DATA STATION INVERT SECT 2043.40 43.13 2 N 0.013 RADIUS 0.00 ANGLE ANG PT MAN H 0.00 0.00 0 ELEMENT NO 56 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 2044.40 43.21 6 N 0.013 ELEMENT NO 57 IS A REACH * * * U/S DATA STATION INVERT SECT 2046.40 43.38 6 ELEMENT NO 58 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 2047.40 43.46 2 N 0.013 N 0.013 RADIUS 0.00 ANGLE ANG PT MAN H 0.00 0.00 0 ELEMENT NO 59 IS A REACH * * * U/S DATA STATION INVERT SECT 2254.52 52.17 2 ELEMENT NO 60 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 2255.52 52.25 6 N 0.013 N 0.013 RADIUS 0.00 ANGLE ANG PT MAN H 23.08 0.00 0 r i r i t' t V * F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING PAGE NO 7 ELEMENT NO 61 IS A REACH * * * U/S DATA STATION INVERT SECT 2257.52 52.42 6 ELEMENT NO 62 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 2258.52 52.50 2 N 0.013 N 0.013 RADIOS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 63 IS A REACH * * * U/S DATA STATION INVERT SECT 2330.25 55.20 2 N 0.013 RADIOS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 64 IS A TRANSITION * * * 0/S DATA STATION INVERT SECT 2331.25 55.28 6 N 0.013 ELEMENT NO 65 IS A REACH * * * U/S DATA STATION INVERT SECT 2333.25 55.45 6 ELEMENT NO 66 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 2334.25 55.53 2 N 0.013 N 0.013 RADIOS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 67 IS A REACH * * * U/S DATA STATION INVERT SECT 2407.00 58.17 2 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 68 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 2408.00 58.25 6 N 0.013 ELEMENT NO 69 IS A JUNCTION * U/S DATA STATION 2410.00 ELEMENT NO 70 IS A TRANSITION * U/S DATA STATION 2411.00 ELEMENT NO 71 IS A REACH * U/S DATA STATION 2435.97 ELEMENT NO 72 IS A REACH * U/S DATA STATION 2526.38 * * * * INVERT SECT LAT-1 LAT-2 N Q3 58.42 210 0.013 6.9 INVERT SECT 58.50 2 INVERT SECT 60.25 2 INVERT SECT 66.58 2 N 0.013 N 0.013 N 0.013 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 0.0 59.00 0.00 90.00 0.00 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 it II t-• i F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 73 IS A REACH * * * U/S DATA STATION INVERT SECT 2602.62 71.91 2 ELEMENT NO 74 IS A REACH * * * 0/S DATA STATION INVERT SECT 2711.00 79.50 2 N 0.013 N 0.013 .1 f ) t i PAGE NO 8 RADIUS ANGLE ANG PT MAN H 0.00 20.30 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 i i ELEMENT NO 75 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 2712.00 79.58 6 N 0.013 ELEMENT NO 76 IS A JUNCTION * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 2714.00 79.75 211 0.013 2.9 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2.7 80.00 80.00 90.00 90.00 ELEMENT NO 77 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 2715.00 79.83 2 N 0.013 ELEMENT NO 78 IS A REACH * * * U/S DATA STATION INVERT SECT 2812.00 85.00 2 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 79 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 Ill « • * m • c x msi ii m.M It«i t-* 1 I i 1 I | i j 1 j LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 01/99 STATION L/ELEM 94.32 5.00 99.32 109.70 209.02 144.11 353.13 WALL EXIT 353.13 1.00 354.13 JUNCT STR 355.13 2.00 357.13 INVERT DEPTH W . S . ELEV OF FLOW ELEV SO 17.57 5.090 22.660 0.01600 17.65 5.045 22.695 0.00565 18.27 5.379 23.649 0.00569 19.09 5.633 24.723 19.09 5.634 24.724 0.01000 19.10 5.624 24.724 0.05000 19.15 5.618 24.768 0.07500 19.30 5.462 24.762 Q VEL VEL HEAD SF AVE 84.4 8.77 1.195 .007037 84.4 8.77 1.195 .007037 84.4 8.77 1.195 .007037 84.4 8.77 1.195 84.4 3.00 0.139 .000331 84.4 3.00 0.140 .000306 77.4 2.76 0.118 .000289 77.4 2.83 0.125 ENERGY GRD.EL. HF 23.855 0.04 23.890 0.77 24.844 1.01 25.918 24.863 0.00 24.864 0.00 24.886 0.00 24.887 SUPER CRITICAL HGT/ BASE/ ELEV DEPTH DIA ID' NO. NORM DEPTH 0.00 2.863 3.50 0.00 2.082 0.00 2.863 3.50 0.00 3.500 0.00 2.863 3.50 0.00 3.500 0.00 2.863 3.50 0.00 0.00 2.069 10.00 5.00 1.530 0.00 2.069 10.00 5.00 0.00 1.953 10.00 5.00 0.725 0.00 1.953 10.00 5.00 WALL ENTRANCE 357.13 36.32 393.45 TRANS STR 394.45 JUNCT STR 19.30 5.463 24.763 0.00606 19.52 5.458 24.978 0.08000 19.60 6.328 25.928 0.08500 77.4 8.04 1.005 .005918 77.4 8.04 1.005 .003164 77.4 3.06 0.145 .002773 25.768 0.21 25.983 0.00 26.073 0.01 0.00 2.752 3.50 0.00 2.832 0.00 2.752 3.50 0.00 0.00 2.266 10.00 4.00 ZL ZR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 i . PAGE 1 NO AVBPR PIER 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 «?1 W PH eta rj i i 11 LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE 2 KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 01/99 STATION L/ELEM 396.45 TRANS STR 397.45 22.41 419.86 185.69 605.55 21.57 627.12 TRANS STR 628.12 2.00 630.12 TRANS STR 631.12 194.33 825.45 TRANS STR 826.45 JUNCT STR 828.45 TRANS STR INVERT DEPTH W.S. ELEV OF FLOW ELEV SO 19.77 5.624 25.394 0.08000 19.85 5.549 25.399 0.00491 19.96 5.554 25.514 0.00501 20.89 5.719 26.609 0.00510 21.00 5.720 26.720 0.08000 21.08 6.469 27.549 0.08500 21.25 6.293 27.543 0.08000 21.33 5.620 26.950 0.00499 22.30 5.648 27.948 0.08000 22.38 6.395 28.775 0.08500 22.55 5.878 28.428 0.08000 Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO HEAD GRD.EL. ELEV DEPTH DIA ID' NO. PIER SF AVE HF NORM DEPTH ZR 72.1 7.49 0.872 .005136 72.1 7.49 0.872 .005136 72.1 7.49 0.872 .005136 72.1 7.49 0.872 .005136 72.1 7.49 0.872 .002737 72.1 2.79 0.121 .000349 72.1 2.86 0.127 .002748 72.1 7.49 0.872 .005136 72.1 7.49 0.872 .002742 72.1 2.82 0.123 .002084 62.2 6.47 0.649 .003822 26.266 0.00 2.660 0.01 26.271 0.00 2.660 0.12 26.386 0.00 2.660 0.95 27.481 0.00 2.660 0.11 27.592 0.00 2.660 0.00 27.670 0.00 2.161 0.00 27.670 0.00 2.161 0.00 27.822 0.00 2.660 1.00 28.820 0.00 2.660 0.00 28.898 0.00 2.161 0.00 29.077 0.00 2.472 0.00 3.50 0.00 0.00 0 0.00 3.50 0.00 0.00 0 2.945 0.00 3.50 0.00 0.00 0 2.910 0.00 3.50 0.00 0.00 0 2.880 0.00 3.50 0.00 0.00 0 0.00 10.00 4.00 0.00 0 0.790 0.00 10.00 4.00 0.00 0 0.00 3.50 0.00 0.00 0 2.915 0.00 3.50 0.00 0.00 0 0.00 10.00 4.00 0.00 0 0.00 3.50 0.00 0.00 0 0.00 AVBPR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 f 1 i r i LICENSEE: i t i i f I r i i Project Design Consultants KELLY RANCH - V STORM DRAIN LIN JOB #1239.10 01 STATION L/ELEM 829 30 859 129 988 41 1030 TRANS 1031 2 1033 TRANS 1034 66 1101 TRANS 1102 2 1104 TRANS 1105 235 .45 .39 .84 .13 .97 .96 .93 STR .93 .00 .93 STR .93 .68 .61 STR .61 .00 .61 STR .61 .07 0 0 0 0 0 0 0 0 0 0 0 INVERT DEPTH W.S. ELEV OF FLOW ELEV SO 22.63 5.802 28.432 .00724 22.85 5.698 28.548 .00697 23.75 5.378 29.128 .00715 24.05 5.238 29.288 .08000 24.13 5.749 29.879 .08500 24.30 5.572 29.872 .08000 24.38 5.072 29.452 .00705 24.85 4.983 29.833 .08000 24.93 5.482 30.412 .08500 25.10 5.304 30.404 .08000 25.18 4.814 29.994 .00600 F A V • 'A '-^K' "TM ^K F0515P WATER SURFACE PROFILE LISTING ILLAGE E E Al /99 rtf i PAGE 3 Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR HEAD GRD.EL. ELEV DEPTH DIA ID". NO. PIER SF AVE 62.2 6.47 0.649 .003822 62.2 6.47 0.649 .003822 62.2 6.47 0.649 .003822 62.2 6.47 0.649 .002076 62.2 2.70 0.114 .000344 62.2 2.79 0.121 .002089 62.2 6.47 0.649 .003822 62.2 6.47 0.649 .002096 62.2 2.84 0.125 .000385 62.2 2.93 0.133 .002111 62.2 6.47 0.649 .003822 HF 29 0 29 0 29 0 29 0 29 0 29 0 30 0 30 0 30 0 30 0 30 0 .081 0.00 .12 .197 0.00 .49 .777 0.00 .16 .937 0.00 .00 .993 0.00 .00 .993 0.00 .00 .101 0.00 .25 .482 0.00 .00 .537 0.00 .00 .537 0.00 .00 .643 0.00 .90 NORM DEPTH , ZR 2.472 3.50 0.00 0. 2.212 0. 2.472 3.50 0.00 0. 2.241 0. 2.472 3.50 0.00 0. 2.221 0. 2.472 3.50 0.00 0. 0. 1.959 10.00 4.00 0. 0.714 0. 1.959 10.00 4.00 0. 0. 2.472 3.50 0.00 0. 2.232 0. 2.472 3.50 0.00 0. 0. 1.959 10.00 4.00 0. 0.714 0. 1.959 10.00 4.00 0. 0. 2.472 3.50 0.00 0. 2.364 0. 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 f i f i t I ft r l t i r i r 1 • i r i t i f i t LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 01/99 STATION L/ELEM 1340.68 TRANS STR 1341.68 2.00 1343.68 TRANS STR 1344.68 143.59 1488.27 33.20 1521.47 33.01 1554.48 TRANS STR 1555.48 JUNCT STR 1557.48 TRANS STR 1558.48 118.95 1677.43 HYDRAULIC INVERT DEPTH M.S. ELEV OF FLOW ELEV SO 26.59 4.303 30.893 0.08000 26.67 4.757 31.427 0.08500 26.84 4.575 31.415 0.08000 26.92 4.121 31.041 0.00536 27.69 3.900 31.590 0.00542 27.87 3.887 31.757 0.00545 28.05 3.833 31.883 0.08000 28.13 4.240 32.370 0.08500 28.30 3.982 32.282 0.08000 28.38 3.905 32.285 0.00559 29.04 3.545 32.589 JUMP Q VEL VEL HEAD i SF AVE 62.2 6.47 0.649 .002170 62.2 3.27 0.166 .000543 62.2 3.40 0.179 .002195 62.2 6.47 0.649 .003822 62.2 6.47 0.649 .003822 62.2 6.47 0.649 .003822 62.2 6.47 0.649 .002253 62.2 3.67 0.209 .001612 50.7 5.27 0.431 .002539 50.7 5.27 0.431 .002539 50.7 5.27 0.431 ENERGY SUPER 1 GRD.EL. ELEV HF 31.542 0.00 0.00 31.593 0.00 0.00 31.594 0.00 0.00 31.690 0.00 0.55 32.239 0.00 0.13 32.406 0.00 0.13 32.532 0.00 0.00 32.579 0.00 0.00 32.713 0.00 0.00 32.716 0.00 0.30 33.020 0.00 CRITICAL HGT/ BASE/ ZL DEPTH DIA ID 'NO. E NORM DEPTH ZR 2.472 3.50 0.00 0.00 0.00 1.959 10.00 4.00 0.00 0.714 0.00 1.959 10.00 4.00 0.00 0.00 2.472 3.50 0.00 0.00 2.465 0.00 2.472 3.50 0.00 0.00 2.455 0.00 2.472 3.50 0.00 0.00 2.450 0.00 2.472 3.50 0.00 0.00 0.00 1.959 10.00 4.00 0.00 0.00 2.226 3.50 0.00 0.00 0.00 2.226 3.50 0.00 0.00 2.104 0.00 2.226 3.50 0.00 0.00 0.00 NO AVBPR •IER 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 ii ti r i iff v i t i r i i i r i r i t i i i i j t i t LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE 5 KELLY RANCH - VILLAGE E STORM DRAIN LINK Al JOB #1239.10 01/99 STATION L/ELEM 1677.43 2.79 1680.22 5.18 1685.40 12.96 1698.36 12.36 1710.72 11.82 1722.54 11.33 1733.87 10.86 1744.73 TRANS STR 1745.73 JONCT STR 1747.73 TRANS STR 1748.73 43.28 INVERT DEPTH W . S . ELEV OF FLOW ELEV SO 29.04 1.336 30.380 0.00559 29.06 1.326 30.386 0.00558 29.09 1.308 30.397 0.00558 29.16 1.263 30.424 0.00558 29.23 1.219 30.449 0.00558 29.30 1.177 30.473 0.00558 29.36 1.137 30.496 0.00558 29.42 1.099 30.519 0.08000 29.50 0.616 30.116 0.67000 30.84 1.360 32.200 ^, 0.08000 30.92 1.364 32.284 0.04916 Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR HEAD GRD.EL. ELEV DEPTH DIA 10 NO. PIER SF AVE HF NORM DEPTH ZR 50.7 15.03 3.506 .026936 50.7 15.17 3.572 .027983 50.7 15.45 3.706 .030703 50.7 16.20 4.077 .035016 50.7 16.99 4.483 .039942 50.7 17.82 4.931 .045586 50.7 18.69 5.427 .052056 50.7 19.61 5.969 .071971 50.7 20.58 6.574 .067466 39.3 17.27 4.634 .046321 39.3 17.21 4.601 .044859 33.886 0.00 2.226 0.08 33.958 0.00 2.226 0.14 34.103 0.00 2.226 0.40 34.501 0.00 2.226 0.43 34.932 0.00 2.226 0.47 35.404 0.00 2.226 0,52 35.923 0.00 2.226 0.57 36.488 0.00 2.226 0.07 36.690 0.00 1.709 0.13 36.834 0.00 1.949 0.05 36.885 0.00 1.949 1.94 3.50 0.00 0.00 2.104 0.00 3.50 0.00 0.00 2.105 0.00 3.50 0.00 0.00 2.105 0.00 3.50 0.00 0.00 2.105 0.00 3.50 0.00 0.00 2.105 0.00 3.50 0.00 0.00 2.105 0.00 3.50 0.00 0.00 2,105 0.00 3.50 0.00 0.00 0.00 10.00 4.00 0.00 0.00 2.00 0.00 0.00 0.00 2.00 0.00 0.00 1.330 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 r i r i f i ri rt ri t • t i t i f i t i r i E i t LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE 6 KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 01/99 STATION L/ELEM 1792.01 42.57 1834.58 20.01 1854.59 16.88 1871.47 3.27 1874.74 11.02 1885.76 7.76 1893.52 4.21 1897.73 TRANS STR 1898.73 JUNCT STR 1900.73 TRANS STR 1901.73 76.17 INVERT DEPTH W . S . ELEV OF FLOW ELEV SO 33.05 1.393 34.440 0.04916 35.14 1.456 36.596 0.04934 36.13 1.511 37.638 0.04934 36.96 1.586 38.546 0.04912 37.12 1.605 38.726 0.04912 37.66 1.692 39.354 0.04912 38.04 1.796 39.839 0.04912 38.25 1.949 40.199 0.08000 38.33 4.512 42.842 0.08500 38.50 3.493 41.993 0.08000 38.58 3.437 42.017 0.03212 Q VEL VEL HEAD i SF AVE 39.3 16.82 4.391 .041265 39.3 16.03 3.992 .037288 39.3 15.42 3.694 .033883 39.3 14.71 3.359 .031737 39.3 14.53 3.280 .029962 39.3 13.86 2.982 .027589 39.3 13.21 2.712 .026670 39.3 12.60 2.464 .013492 39.3 2.18 0.074 .011881 34.7 11.04 1.894 .023528 34.7 11.04 1.894 .023528 ENERGY SUPER I GRD.EL. ELEV HF 38.831 0.00 1.76 40.588 0.00 0.75 41.332 0.00 0.57 41.905 0.00 0.10 42.006 0.00 0.33 42.336 . 0.00 0.21 42.551 0.00 0.11 42.663 0.00 0.01 42.916 0.00 0.02 43.887 0.00 0.02 43.911 0.00 1.79 CRITICAL HGT/ BASE/ ZL DEPTH DIA ID-NO. I NORM DEPTH ZR 1.949 2.00 0.00 0.00 1.330 0.00 1.949 2.00 0.00 0.00 1.330 0.00 1.949 2.00 0.00 0.00 1.330 0.00 1.949 2.00 0.00 0.00 1,331 0.00 1.949 2.00 0.00 0.00 1.331 0.00 1.949 2.00 0.00 0.00 1.331 0.00 1.949 2.00 0.00 0.00 1.331 0.00 1.949 2.00 0.00 0.00 0.00 1.442 10.00 4.00 0.00 0.00 1.918 2.00 0.00 0.00 0.00 1.918 2.00 0.00 0.00 1.421 0.00 NO AVBPR 'IER 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 r i f i r i t i f i i i f i i I t i i i f i * i f i i LICENSEE: Project Design Consultants KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 01/99 F0515P WATER SURFACE PROFILE LISTING PAGE 7 STATION L/ELEM 1977.90 HYDRAULIC 1977.90 65.50 2043.40 2043.40 TRANS STR 2044.40 2.00 2046.40 TRANS STR 2047.40 115.18 2162.58 62.53 2225.11 29.41 2254.52 TRANS STR 2255.52 2.00 2257.52 INVERT DEPTH W.S. ELEV OF FLOW ELEV SO 41.03 2.792 43.818 JUMP 41.03 1.392 42.418 0.03212 43.13 1.334 44.464 43.13 2.220 45.350 0.08000 43.21 4.162 47.372 0.08500 43.38 3.987 47.367 0.08000 43.46 1.292 44.752 0.04205 48.30 1.318 49.622 0.04205 50.93 1.375 52.308 0.04205 52.17 1.437 53.607 0.08000 52.25 0.521 52.771 0.08500 52.42 0.522 52.942 Q VEL VEL HEAD SF AVE 34.7 11.04 1.894 34.7 14.87 3.432 .036152 34.7 15.59 3.773 34.7 11.04 1.894 .011876 34.7 2.08 0.067 .000235 34.7 2.18 0.074 34.7 16.17 4.060 .040683 34.7 15.79 3.874 .037332 34.7 15.06 3.522 .033271 34.7 14.36 3.203 .050242 34.7 16.67 4.313 .068729 34.7 16.60 4.280 ENERGY GRD.EL. HF 45.712 45.850 2.37 48.237 47.244 0.01 47.439 0.00 47.441 48.812 4.69 53.496 2.33 55.830 0.98 56.810 0.05 57.084 0.14 57.222 SUPER CRITICAL HGT/ BASE/ ZL ELEV DEPTH DIA ID' NO. NORM DEPTH ZR 0.00 1.918 2.00 0.00 0.00 0.00 0.00 1.918 2.00 0.00 0.00 1.421 0.00 0.00 1.918 2.00 0.00 0.00 0.00 1.918 2.00 0.00 0.00 0.00 0.00 1.327 10.00 4.00 0.00 0.486 0.00 0.00 1.327 10.00 4.00 0.00 0.00 0.00 1.918 2.00 0.00 0.00 1.290 0.00 0.00 1.918 2.00 0.00 0.00 1.290 0.00 0.00 1.918 2.00 0.00 0.00 1.290 0.00 0.00 1.918 2.00 0.00 0.00 0.00 0.00 1.327 10.00 4.00 0.00 0.486 0.00 0.00 1.327 10.00 4.00 0.00 NO AVBPR PIER 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 r i r i r t t i r i • i • • t i r i i i r i i ) t i c i i LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE 8 KELLY RANCH - VILLAGE E STORM DRAIN LINE Al •JOB #1239.10 01/99 STATION L/ELEM TRANS 2258 38 2296 33 2330 TRANS 2331 2 2333 TRANS 2334 26 2361 28 2389 17 2407 TRANS 2408 JDNCT 2410 STR .52 .10 .62 .63 .25 STR .25 .00 .25 STR .25 .99 .24 .37 .61 .39 .00 STR .00 STR .00 INVERT DEPTH W . S . ELEV OF FLOW ELEV SO 0.08000 52.50 1.382 53.882 0.03764 53.93 1.418 55.352 0.03764 55.20 1.484 56.684 0.08000 55.28 0.531 55.811 0.08500 55.45 0.533 55.983 0.08000 55.53 1.422 56.952 0.03629 56.51 1.457 57.966 0.03629 57.54 1.526 59.065 0.03629 58.17 1.602 59.772 0.08000 58.25 0.552 58.802 0.08500 58.42 0.960 59.380 Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR HEAD GRD.EL. ELEV DEPTH DIA ID 'NO. PIER SF AVE HF NORM DEPTH ZR .051541 34.7 14.98 3.486 .033560 34.7 14.56 3.292 .030706 34.7 13.88 2.992 .047018 34.7 16.34 4.144 .064585 34.7 16.26 4.106 .048188 34.7 14.52 3.276 .031273 34.7 14.15 3.110 .028761 34.7 13.49 2.826 .025884 34.7 12.86 2.569 .041157 34.7 15.72 3.835 .063598 27.8 18.65 5.398 0 57 1 58 1 59 0 59 0 60 0 60 0 61 0 61 0 62 0 62 0 64 .05 .368 0.00 .28 .644 0.00 .03 .676 0.00 .05 .955 0.00 .13 .089 0.00 .05 .228 0.00 .84 .076 0.00 .82 .891 0.00 .45 .341 0.00 .04 .637 0.00 .13 .778 0.00 0 1.918 2.00 0.00 0 1.340 0 1.918 2.00 0.00 0 1.340 0 1.918 2.00 0.00 0 0 1.327 10.00 4.00 0 0.486 0 1.327 10.00 4.00 0 0 1.918 2.00 0.00 0 1.360 0 1.918 2.00 0.00 0 1.360 0 1.918 2.00 0.00 0 1.360 0 1.918 2.00 0.00 0 0 1.327 10.00 4.00 0 0 1.825 2.00 0.00 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 t i r i t i » i r.t LICENSEE: Project Design Consultants f i i i r i t i r i r i r 1 t i F0515P WATER SURFACE PROFILE LISTING 1 f 1 t 1 f 1 PAGE 9 KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 01/99 STATION L/ELEM TRANS STR 2411.00 24.97 2435.97 36.33 2472.30 54.08 2526.38 76.24 2602.62 28.47 2631.09 21.51 2652.60 14.25 2666.85 10.30 2677.15 7.88 2685.03 6.19 2691.22 INVERT DEPTH W , S . ELEV OF FLOW ELEV SO 0.08000 58.50 0.960 59.460 0.07008 60.25 0.960 61.210 0.07001 62.79 0.960 63.753 0.07001 66.58 0.964 67.544 0.06991 71.91 0.994 72.904 0.07003 73.90 1.023 74.927 0.07003 75.41 1.063 76.473 0.07003 76.41 1.104 77.512 0.07003 77.13 1.148 78.278 0.07003 77.68 1.194 78.876 0.07003 78.11 1.243 79.358 Q VEL VEL HEAD i SF AVE .069456 27.8 18.65 5.398 .069468 27.8 18.65 5.398 .069468 27.8 18.65 5.398 .068920 27.8 18.53 5.334 .065005 27.8 17.83 4.938 .058727 27.8 17.18 4.584 .052517 27.8 16.38 4.167 .046312 27.8 15.62 3.788 .040875 27.8 14.89 3.443 .036123 27.8 14.20 3.130 .031963 27.8 13.54 2.847 ENERGY SCPER GRD.EL. ELEV HF 0.07 64.858 0.00 1.73 66.608 0.00 2.52 69.151 0.00 3.73 72.878 0.00 4.96 77.842 0.00 1.67 79.511 0.00 1.13 80.640 0.00 0.66 81.300 0.00 0.42 81.721 0.00 0.28 82.006 0.00 0.20 82.205 0.00 CRITICAL HGT/ BASE/ ZL DEPTH DIA ID -NO. I NORM DEPTH ZR 0.00 1.825 2.00 0.00 0.00 0.960 0.00 1.825 2.00 0.00 0.00 0.960 0.00 1.825 2.00 0.00 0.00 0.960 0.00 1.825 2.00 0.00 0.00 0.960 0.00 1.825 2.00 0.00 0.00 0.960 0.00 1.825 2.00 0.00 0.00 0.960 0.00 1.825 2.00 0.00 0.00 0.960 0.00 1.825 2.00 0.00 0.00 0.960 • 0.00 1.825 2.00 0.00 0.00 0.960 0.00 1.825 2.00 0.00 0.00 0.960 0.00 1.825 2.00 0.00 0.00 NO AVBPR >IER 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 t i t • i i t i f i i i f i f i r i f i § i i i i i r i LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 01/99 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV 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 4.96 2696.18 4.00 2700.18 3.25 2703.43 2.59 2706.02 2.04 2708.06 1.52 2709.58 1.01 2710.59 0.41 2711.00 TRANS STR 2712.00 JUNCT STR 2714.00 TRANS STR 2715.00 0.07003 78.46 1.295 79.757 0.07003 78.74 1.351 80.093 0.07003 78.97 1.410 80.380 0.07003 79.15 1.475 80.626 0.07003 79.29 1.545 80.839 0.07003 79.40 1.624 81.025 0.07003 79.47 1.714 81.186 0.07003 79.50 1.825 81.325 0.08000 79.58 3.128 82.708 0.08500 79.75 0.943 80.693 0.08000 79.83 0.946 80.776 .028330 27.8 12.91 2.589 .025160 27.8 12.31 2.352 .022394 27.8 11.73 2.138 .019992 27.8 11.19 1.945 .017921 27.8 10.67 1.767 .016157 27.8 10.17 1.607 .014701 27.8 9.70 1.461 .013607 27.8 9.25 1.327 .006727 27.8 2.22 0.077 22.2 15.24 3.605 .046864 22.2 15.17 3.575 0.14 82.346 0.00 0.10 82.445 0.00 0.07 82.518 0.00 0.05 82.571 0.00 0.04 82.606 0.00 0.02 82.632 0.00 0.01 82.647 0.00 0.01 82.652 0.00 0.01 82.785 0.00 84.298 0.00 0.05 84.351 0.00 0.960 0.00 1.825 2.00 0.00 0.00 0.960 0.00 1.825 2.00 0.00 0.00 0.960 0.00 1.825 2.00 0.00 0.00 0.960 0.00 1.825 2.00 0.00 0.00 0.960 0.00 1.825 2.00 0.00 0.00 0.960 0.00 1.825 2.00 0.00 0.00 0.960 0.00 1.825 2.00 0.00 0.00 0.960 0.00 1.825 2.00 0.00 0.00 0.00 1.145 10.00 4.00 0.00 0.00 1.682 2.00 0.00 0.00 0.00 1.682 2.00 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 r i r i t i ri n r i • i i i i i t i i i i t i t i t i LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING r i r i r i PAGE 11 KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 01/99 STATION L/ELEM 26. 2741. 19. 2760. 12. 2773. 9. 2782. 7. 2789. 5. 2795. 4. 2799. 3. 2803. 2. 2806. 2. 2808. 1. 2809. 08 08 59 67 95 62 30 92 06 98 49 47 36 83 48 31 76 07 16 23 63 86 INVERT DEPTH W.S. ELEV OF FLOW ELEV SO 0.05330 81.22 0.973 82.193 0.05330 82.26 1.010 83.274 0.05330 82.95 1.048 84.002 0.05330 83.45 1.089 84.539 0.05330 83.83 1.132 84.958 0.05330 84.12 1.178 85.297 0.05330 84.35 1.226 85.578 0.05330 84.54 1.277 85.814 0.05330 84.68 1.331 86.015 0.05330 84.80 1.389 86.188 0.05330 84.89 1.452 86.338 Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR HEAD GRD.EL. ELEV DEPTH DIA ID -.NO. PIER SF AVE HF NORM DEPTH ZR .044449 22.2 14.63 3.325 .039754 22.2 13.95 3.023 .035005 22.2 13.30 2.747 .030850 22.2 12.69 2.499 .027225 22.2 12.09 2.270 .024056 22.2 11.53 2.065 .021283 22.2 11.00 1.877 .018853 22.2 10.48 1.706 .016729 22.2 10.00 1.551 .014875 22.2 9.53 1.411 .013267 22.2 9.09 1.282 1 85 0 86 0 86 0 87 0 87 0 87 0 87 0 87 0 87 0 87 0 87 .16 .518 0.00 .78 .297 0.00 .45 .749 0.00 .29 .038 0.00 .19 .228 0.00 .13 .362 0.00 .09 .455 0.00 .07 .520 0.00 .05 .566 0.00 .03 .599 0.00 .02 .620 0.00 0.910 0 1.682 2.00 0.00 0 0.910 0 1.682 2.00 0.00 0 0.910 0 1.682 2.00 0.00 0 0.910 0 1.682 2.00 0.00 0 0.910 0 1.682 2.00 0.00 0 0.910 0 1.682 2.00 0.00 0 0.910 0 1.682 2.00 0.00 0 0.910 0 1.682 2.00 0.00 0 0.910 0 1.682 2.00 0.00 0 0.910 0 1.682 2.00 0.00 0 0.910 0 1.682 2.00 0.00 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 f I I i f i • i i § f i i i f i i r i t i i i t i i i t i i i i i LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE 12 KELLY RANCH - VILLAGE E STORM DRAIN LINE Al JOB #1239.10 01/99 STATION L/ELEM 1 2811 0 2811 0 2812 2813 .17 .03 .73 .76 .24 .00 .00 INVERT DEPTH W.S. ELEV OF FLOW ELEV SO 0.05330 84.95 1.520 86.469 0.05330 84.99 1.595 86.582 0.05330 85.00 1.682 86.682 85.08 1.682 86.762 Q VEL VEL HEAD SF AVE .011874 22.2 8.67 1.166 .010678 22.2 8.26 1.060 .009673 22.2 7.87 0.962 22.2 7.87 0.962 ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR GRD.EL. ELEV DEPTH DIA ID -.NO. PIER HF NORM DEPTH ZR 0 87 0 87 0 87 87 .01 .635 0.00 .01 .642 0.00 .00 .644 0.00 .724 0.00 0.910 0 1.682 2.00 0.00 0 0.910 0 1.682 2.00 0.00 0 0.910 0 1.682 2.00 0.00 0 1.682 2.00 0.00 0 .00 .00 .00 .00 .00 .00 .00 0 0.00 0 0.00 0 0.00 0 0.00 r i r i • i it • i • i t i 11 r i i i t i r i i i i i i i i i i i i i t i ! HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING KELLY RANCH - VILLAGE E STORM DRAIN LINE A2 JOBH239.10 JAN/99 PAGE NO 3 ri t i t i i^t *i »i iFi r i ii r i i i t i r i t i t i i i i i i i t DATE: 1/28/1999 TIME: 11: 1 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 4.00 0.00 r i r i i i • i ii t i t i r i i i i i i i r i r i t i i i i i i i i i F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 100.00 20.97 1 24.77 ELEMENT NO 2 IS A REACH * * * 0/S DATA STATION INVERT SECT N 122.44 21.42 1 0.013 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS PAGE NO 2 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT 123.44 21.50 2 N 0.013 RADIOS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 ELEMENT NO 4 IS A WALL EXIT * U/S DATA STATION INVERT SECT 123.44 21.50 2 ELEMENT NO 5 IS A JUNCTION * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 124.44 21.58 210 0.013 ELEMENT NO 6 IS A REACH * * * U/S DATA STATION INVERT SECT 126.44 21.75 2 N 0.013 Q3 4.3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 0.0 21.58 ELEMENT NO 7 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 126.44 21.75 2 0.600 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT 208.94 22.16 1 N 0.013 0.00 90.00 0.00 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 1 ELEMENT NO 9 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT 208.94 22.16 1 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 W S ELEV 0.00 I II r i ii • i mm •i t i i i r i r i i i i i i i t i i i r i i i t i t i LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE 1 KELLY RANCH - VILLAGE E STORM DRAIN LINE A2 JOB#1239.10 JAN/99 STATION L/ELEM 100.00 15.46 115.46 HYDRAULIC 115.46 3.40 118.86 3.58 122.44 122.44 1.00 123.44 INVERT DEPTH W.S. ELEV OF FLOW ELEV SO 20.97 3.800 24.770 0.02005 21.28 3.672 24.952 JUMP 21.28 0.499 21.779 0.02005 21.35 0.482 21.830 0.02005 21.42 0.466 21.886 21.42 3.587 25.007 0.08000 21.50 3.507 25.007 Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR HEAD GRD.EL. ELEV DEPTH DIA ID NO. ' PIER SF AVE HF NORM DEPTH ZR 10.8 6.11 0.580 .010571 10.8 - 6.11 0.580 10.8 21.01 6.855 .197719 10.8 22.00 7.513 .225118 10.8 23.08 8.269 10.8 0.75 0.009 .000032 10.8 0.77 0.009 25.350 0.00 0.16 25.532 0.00 28.634 0.00 0.67 29.343 0.00 0.81 30.155 0.00 25.016 0.00 0.00 25.016 0.00 WALL EXIT 123.44 JUNCT STR 124.44 1.88 126.32 0.12 126.44 21.50 3.508 25.008 0.08000 21.58 3.440 25.020 0.08500 21.74 3.280 25.020 0.08500 21.75 3.269 25.019 10.8 0.77 0.009 .000023 6.5 0.47 0.003 .000013 6.5 0.50 0.004 .000014 6.5 0.50 0.004 25.017 0.00 0.00 25.023 0.00 0.00 25.024 0.00 0.00 25.023 0.00 WALL ENTRANCE 126.44 21.75 3.270 25.020 6.5 3.68 0.210 25.230 0.00 1.261 1.50 0.00 0.00 0.950 0.00 1.261 1.50 0.00 0.00 0.00 1.261 1.50 0.00 0.00 0.950 0.00 1.261 1.50 0.00 0.00 0.950 0.00 1.261 1.50 0.00 0.00 0.610 10.00 4.00 0.00 0.234 0.00 0.610 10.00 4.00 0.00 0.00 0.610 10.00 4.00 0.00 0.00 0.435 10.00 4.00 0.00 0.170 0.00 0.435 10.00 4.00 0.00 0.170 0.00 0.435 10.00 4.00 0.00 0.00 0.986 1.50 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 r i 11 r i ii BI • i ii ii BI ii * i t i t i ii i i ii r i r i • i LICENSEE: Project Design Consultants F0515P PAGE 2 WATER SURFACE PROFILE LISTING KELLY RANCH - VILLAGE E STORM DRAIN LINE A2 JOB#1239.10 JAN/99 STATION L/ELEM 82.50 208.94 INVERT ELEV SO 0.00497 22.16 DEPTH OF FLOW 3.187 W.S. ELEV 25.347 Q VEL VEL HEAD SF AVE .003829 6.5 3.68 0.210 ENERGY GRD.EL. HF 0.32 25.557 SUPER ELEV 0.00 CRITICAL DEPTH NORM 1, 0.986 HGT/ DIA DEPTH .090 1.50 BASE/ ID NO. 0.00 ZL ZR 0.00 0.00 NO PIER 0 AVBPR 0.00 I 0 I I I I I B 0 I 1 B D P y LINE B-2 2+0112. LINE B-3 LINE B-8 IE. 34.43 SH 2+01.17 IE. 34.43 R 0 = 5.2 1+18.67 IE. 34.02 R.WE 1+17.67IE. 33.85 SH Q = 5.9IE. 33.57 SH Q = 4.8 1+04.75 IE. 33.99 JX 1+15.67IE. 33.49 R 1+00.00 IE. 33.95 R 1+14.67IE. 33.30 S TW 34.40 IE. 33.19 R.WE IE. 33.92 R.WX 1+00.00 IE. 33.85 SO TW 34.71 14+14.13 IE. 35.04 R IE. 36.03 SO IE. 35.70 R 3+84.00 IE. 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 1+31.75 IE. 36.13 SH 0 = 3.4IE. 34.81 SO TW 35.50 1+81.57 IE. 32.98 RA = 88'37'LINE B-5IE. 33.68 SH Q = 1.6 IE. 35.50 R 1+82.57IE. 32.80 4+14.22 IE. 35.58 0 = 5.9IE. 32.72 JX 4+12.22 IE. 31.96 R A = 36'43'IE. 32.55 R 4+11.22 IE. 34.57 R 3+02.23IE. 31.36 R A= 4113'IE. 34.65 3+04.23 IE. 36.03 SO 1+29.25 RE. 34.82 R IE. 33.29 SO 1+01.00 IE. 36.30 1+30.25 SHIE. 30.84 SO TW. 32.20LINE B-1 IE. 36.38 0 = 6.4 IE. 30.92 R KEY MAP - SYSTEM B JOB / 1239.00 FILE: T:ENCR\1239\EXHIBIT\1239HYD1.DWG REVISED DATE: 02/01/99 f i ii 11 ii ii ii ii ii i i • i i i i i EI r i 11 t i ii ii LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE E STORM DRAIN LINEB5 •JOB 1239.10 03/98 STATION L/ELEM 100.00 52.08 152.08 18.80 170.88 8.98 179.86 1.71 181.57 182.57 INVERT ELEV SO 34.81 0.00846 35.25 0.00846 35.41 0.00846 35.49 0.00846 35.50 35.58 DEPTH W.S. OF FLOW ELEV 0.850 35.660 0.850 36.101 0.865 36.275 0.900 36.386 0.938 36.438 0.938 36.518 Q VEL VEL HEAD SF AVE 5.9 5.71 0.507 .008355 5.9 5.71 0.507 .008129 5.9 5.59 0.485 .007445 5.9 5.33 0.441 .006580 5.9 5.07 0.400 5.9 5.07 0.400 ENERGY GRD.EL. HF 36.167 0.44 36.608 0.15 36.760 0.07 36.827 0.01 36.838 36.918 SUPER ELEV 0.00 0.00 0.00 0.00 0.00 0.00 CRITICAL DEPTH NORM DEPTH 0.938 0.850 0.938 0.850 0.938 0.850 0.938 0.850 0.938 0.938 HGT/ DIA 1.50 1.50 1.50 1.50 1.50 1.50 BASE/ ID NO. 0.00 0.00 0.00 0.00 0.00 0.00 ?L ZR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 NO PIER 0 0 0 0 0 0 AVBPR 0.00 0.00 0.00 0.00 0.00 0.00 I ! II II II II ? I 1 I I 1 II II II I I II II I I i F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING PAGE NO ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 100.00 34.81 1 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT 181.57 35.50 1 N 0.013 W S ELEV 34.71 RADIOS 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 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 ERROR MESSAGE NO. 2 - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN OTLTUS, W.S.ELEV - INV + DC r i f i mm * i fei • J f i i i ri 11 ii i it; HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING KELLY RANCH - VILLAGE E STORM DRAIN LINEB1 JOB*1239.10 01/99 PAGE NO 3 r i Iti r:i Ii ri i I ivi i i ft 11 ei iei » f i i i ! i , DATE: 1/28/1999 TIME: 15: 1 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 4 2.00 CD 3 4 2.50 CD 4 2 0 0.00 10.00 4.00 0.00 i r i t i f i 1rt f WATER SURFACE ELEMENT NO 1 IS ELEMENT NO 2 IS ELEMENT NO 3 IS ELEMENT NO 4 IS ELEMENT NO 5 IS ELEMENT NO 6 IS ELEMENT NO 7 IS WARNING - ADJACENT ELEMENT NO 8 IS ELEMENT NO 9 IS ELEMENT NO 10 IS ELEMENT NO 11 IS WARNING - ADJACENT ELEMENT NO 12 IS A SYSTEM OUTLET * U/S DATA STATION 100.00 A REACH U/S DATA A REACH U/S DATA A REACH U/S DATA A REACH U/S DATA A REACH U/S DATA * STATION 101.00 it STATION 113.64 * STATION 189.17 * STATION 309.01 * STATION 411.22 1 I PROFILE - it INVERT 30.84 * INVERT 30.92 * INVERT 30.98 * INVERT 31.36 * INVERT 31.96 * INVERT 32.47 F 0 5 1 5 P t * \ "S i i 1 PAGE i NO 2 ELEMENT CARD LISTING it SECT 2 it SECT 2 * SECT 2 * SECT 2 * SECT 2 * SECT 2 A WALL EXIT * U/S DATA STATION INVERT SECT 411.22 32.47 2 SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS A REACH U/S DATA A JUNCTION U/S DATA A REACH U/S DATA * STATION 412.22 it STATION 414.22 + STATION 415.22 * INVERT 32.55 * INVERT 32.72 * INVERT 32.80 it SECT 4 * * SECT LAT-1 LAT-2 411 * SECT 4 A WALL ENTRANCE * U/S DATA STATION INVERT SECT 415.22 32.80 4 SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS A REACH U/S DATA * STATION 416.94 * INVERT 32.81 * SECT 2 N 0.013 N 0.013 N 0.013 N 0.013 N 0.013 AND CHANNEL DEFINITIONS N 0.013 it N Q3 Q4 0.013 1.2 2.2 N 0.013 FP 0.600 AND CHANNEL DEFINITIONS N 0.013 W S ELEV 32.20 RADIUS 0.00 RADIUS 0.00 RADIUS 0.00 RADIUS 0.00 RADIUS 0.00 RADIUS 0.00 * INVERT-3 INVERT-4 33.30 33.30 RADIUS 0.00 RADIUS 0.00 ANGLE 0.00 ANGLE 0.00 ANGLE 41.13 ANGLE 36.43 ANGLE 0.00 ANGLE 0.00 it PHI 3 90.00 ANGLE 0.00 ANGLE 0.00 ANG 0. ANG 0. ANG 0. ANG 0. ANG 0. ANG 0. PT 00 PT 00 PT 00 PT 00 PT 00 PT 00 MAN H 0 MAN H 0 MAN H 0 MAN H 0 MAN H 0 MAN H 0 PHI 4 90.00 ANG 0. ANG 0. PT 00 PT 00 MAN H 1 MAN H 0 r ^ ti i i i t it t i i i F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 13 IS A REACH * * * U/S DATA STATION INVERT SECT 451.74 32.98 2 ELEMENT NO 14 IS A REACH * * * U/S DATA STATION INVERT SECT 474.10 33.09 2 N 0.013 N 0.013 ELEMENT NO 15 IS A WALL EXIT * U/S DATA STATION INVERT SECT 474.10 33.09 2 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 16 IS A REACH * * * U/S DATA STATION INVERT SECT 478.10 33.19 4 N 0.013 ELEMENT NO 17 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 478.10 33.19 4 0.600 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 18 IS A REACH * * * U/S DATA STATION INVERT SECT 590.98 33.75 2 N 0.013 PAGE NO 3 RADIUS ANGLE ANG PT MAN H 0.00 88.37 0.00 0 RADIOS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 RADIUS ANGLE ANG PT MAN H 0.00 4.26 0.00 0 ELEMENT NO 19 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 592.98 33.85 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 » n LICENSEE: STATION Project Design Consultants F0515P WATER SURFACE PROFILE LISTING KELLY RANCH - VILLAGE E STORM DRAIN LINEB1 JOB#1239.10 03/98 INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. L/ELEM 100 0 100 0 100 0 100 0 101 12 113 11 125 5 130 58 189 0 189 72 262 .00 .40 .40 .31 .71 .24 .95 .05 .00 .64 .64 .61 .25 .72 .97 .20 .17 .24 .41 .98 .39 HYDRAULIC 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. SO 30.84 1.360 32.200 08000 30.87 1.303 32.175 08000 30.90 1.251 32.147 08000 30.92 1.201 32.117 08000 30.92 1.188 32.108 00475 30.98 1.152 32.132 00503 31.04 1.108 32.146 00503 31.07 1.090 32.157 00503 31.36 1.090 32.450 00501 31.36 1.092 32.453 00501 31.73 1.092 32.818 SF AVE 9.3 4.09 0.259 .002766 9.3 4.29 0.285 .003113 9.3 4.50 0.314 .003512 9.3 4.72 0.345 .003792 9.3 4.78 0.355 .004054 9.3 4.96 0.382 .004528 9.3 5.20 0.421 .004940 9.3 5.31 0.438 .005071 9.3 5.31 0.438 .005057 9.3 5.30 0.436 .005042 9.3 5.30 0.436 HF 32 0 32 0 32 0 32 0 32 0 32 0 32 0 32 0 32 0 32 0 33 .459 0.00 .00 .460 0.00 .00 .461 0.00 .00 .462 0.00 .00 .463 0.00 .05 .514 0.00 .05 .567 0.00 .03 .595 0.00 .30 .888 0.00 .00 .889 0.00 .37 .254 0.00 JUMP III! PAGE 1 ZL NO AVBPR PIER NORM DEPTH ZR 1.089 2.00 0.00 0 0.511 0 1.089 2.00 0.00 0 0.511 0 1.089 2.00 0.00 0 0.511 0 1.089 2.00 0.00 0 0.511 0 1.089 2.00 0.00 0 1.110 0 1.089 2.00 0.00 0 1.090 0 1.089 2.00 0.00 0 1.090 0 1.089 2.00 0.00 0 1.090 0 1.089 2.00 0.00 0 1.092 0 1.089 2.00 0.00 0 1.092 0 1.089 2.00 0.00 0 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 r i ii I i r l f 1 ft »i ft ii f i t»i ii r'i f i ri t i i i LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE 2 KELLY RANCH - VILLAGE E STORM DRAIN LINEB1 JOB#1239.10 03/98 STATION L/ELEM 262. 6. 269. 8. 278. 8. 286. 7. 293. 7. 301. 7. 309. 1. 310. 6. 317. 6. 324. 6. 330. 6. 39 92 31 89 20 10 30 63 93 76 69 32 01 79 80 86 66 68 34 40 74 13 INVERT DEPTH W.S. ELEV OF FLOW ELEV SO 31.73 1.046 32.772 0.00501 31.76 1.046 32.807 0.00501 31.81 1.008 32.814 0.00501 31.85 0.971 32.817 0.00501 31.88 0.935 32.819 0.00501 31.92 0.902 32.825 0.00501 31.96 0.870 32.830 0.00499 31.97 0.862 32.831 0.00499 32.00 0.831 32-834 0.00499 32.04 0.802 32.838 0.00499 32.07 0.774 32.842 0.00499 Q VEL VEL HEAD SF AVK 9.3 5.59 0.486 .005802 9.3 5.59 0.484 .006185 9.3 5.86 0.533 .007023 9.3 6.15 0.587 .007976 9.3 6.44 0.645 .009068 9.3 6.76 0.709 .010319 9.3 7.09 0.780 .011164 9.3 7.18 0.800 .012125 9.3 7.52 0.879 .013808 9.3 7.89 0.968 .015734 9.3 8.27 1.063 .017933 ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR GRD.EL. ELEV DEPTH DIA ID NO. ' PIER HF NORM DEPTH ZR 33 0 33 0 33 0 33 0 33 0 33 0 33 0 33 0 33 0 33 0 33 0 .258 0.00 .04 .291 0.00 .05 .347 0.00 .06 .404 0.00 .06 .464 0.00 .07 .534 0.00 .08 .610 0.00 .02 .631 0.00 .08 .713 0.00 .09 .806 0.00 .10 .905 0.00 .11 1.089 2.00 0.00 0 1.092 0 1.089 2.00 0.00 0 1.092 0 1.089 2.00 0.00 0 1.092 0 1.089 2.00 0.00 0 1.092 0 1.089 2.00 0.00 0 1.092 0 1.089 2.00 0.00 0 1.092 0 1.089 2.00 0.00 0 1.093 0 1.089 2.00 0.00 0 1.093 0 1.089 2.00 0.00 0 1.093 0 1.089 2.00 0.00 0 1.093 0 1.089 2.00 0.00 0 1.093 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 € 1 t i ri ri ri ri ri t i i I t i t t § i t I r t r i i j i t t LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE 3 KELLY RANCH - VILLAGE E STORM DRAIN LINEB1 JOB#1239.10 03/98 STATION L/ELEM 336 5 342 5 348 5 353 5 359 5 364 4 368 4 373 4 378 4 382 4 386 3 .87 .89 .76 .66 .42 .45 .87 .23 .10 .04 .14 .84 .98 .66 .64 .45 .09 .29 .38 .13 .51 .96 INVERT DEPTH W . S . ELEV OF FLOW ELEV SO 32.10 0.747 32.846 0.00499 32.13 0.721 32.849 0.00499 32.16 0.696 32.853 0.00499 32.18 0.672 32.856 0.00499 32.21 0.649 32.859 0.00499 32.23 0.627 32.862 0.00499 32.26 0.606 32.865 0.00499 32.28 0.586 32.868 0.00499 32.30 0.566 32.871 0.00499 32.33 0.547 32.873 0.00499 32.35 0.529 32.876 0.00499 Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR HEAD GRD.EL. ELEV DEPTH DIA ID NO. - PIER SF AVE HF NORM DEPTH ZR 9.3 8.68 1.171 .020445 9.3 9.11 1.288 .023315 9.3 9.55 1.416 .026597 9.3 10.01 1.556 .030352 9.3 10.51 1.715 .034649 9.3 11.02 1.885 .039574 9.3 11.55 2.072 .045220 9.3 12.13 2.283 .051664 9.3 12.70 2.506 .059022 9.3 13.32 2.757 .067469 9.3 13.98 3.037 .077116 34 0 34 0 34 0 34 0 34 0 34 0 34 0 35 0 35 0 35 0 35 0 .017 0.00 .12 .137 0.00 .13 .269 0.00 .14 .412 0.00 .16 .574 0.00 .17 .747 0.00 .19 .937 0.00 .21 .151 0.00 .23 .377 0.00 .25 .630 0.00 .28 .913 0.00 .31 1.089 2.00 0.00 0 1.093 0 1.089 2.00 0.00 0 1.093 0 1.089 2.00 0.00 0 1.093 0 1.089 2.00 0.00 0 1.093 0 1.089 2.00 0.00 0 1.093 0 1.089 2.00 0.00 0 1.093 0 1.089 2.00 0.00 0 1.093 0 1.089 2.00 0.00 0 1.093 0 1.089 2.00 0.00 0 1.093 0 1.089 2.00 0.00 0 1.093 0 1.089 2.00 0.00 0 1.093 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 I f 1 LICENSEE: STATION L/ELEM 390.47 3.81 394.28 3.67 397.95 3.51 401.46 3.39 404.85 3.25 408.10 3.12 411.22 i t 1 11 ft f I f Project Design Consultants KELLY RANCH - VILLAGE E STORM DRAIN LINEB1 JOBS1239.10 03/98 INVERT ELEV SO 32.37 0.00499 32.38 0.00499 32.40 0.00499 32.42 0.00499 32.44 0.00499 32.45 0.00499 32.47 DEPTH W.S. Q OF FLOW ELEV 0.511 32.877 9.3 0.494 32.879 9.3 0.478 32.882 9.3 0.462 32.883 9.3 0.447 32.885 9.3 0.432 32.886 9.3 0.418 32.888 9.3 I I 1 f 1 r i t i f i r i t F0515P WATER SURFACE PROFILE LISTING VEL VEL HEAD SF AVE 14.67 3.341 .088142 15.37 3.669 .100820 16.12 4.034 .115316 16.91 4.440 .131910 17.75 4.891 .150892 18.60 5.372 .172633 19.54 5.927 ENERGY SUPER CRITICAL HGT/ GRD.EL. ELEV DEPTH DIA HF NORM DEPTH 36.218 0.00 1.089 2.00 0.34 1.093 36.548 0.00 1.089 2.00 0.37 1.093 36.916 0.00 1.089 2.00 0.40 1.093 37.323 0.00 1.089 2.00 0.45 1.093 37.776 0.00 1.089 2.00 0.49 1.093 38.258 0.00 1.089 2.00 0.54 1.093 38.815 0.00 1.089 2.00 WALL EXIT 411.22 411.22 0.55 411.77 0.45 412.22 JUNCT STR 414.22 32.47 32.47 0.08000 32.51 0.08000 32.55 0.08500 32.72 0.417 32.887 9.3 1.094 33.564 9.3 1.043 33.557 9.3 1.001 33.551 9.3 0.931 33.651 5.9 19.58 5.952 2.13 0.070 .000589 2.23 0.077 .000669 2.32 0.084 .000530 1.58 0.039 38.839 0.00 1.089 2.00 33.634 0.00 0.552 10.00 0.00 0.213 33.634 0.00 0.552 10.00 0.00 0.213 33.635 0.00 0.552 10.00 0.00 33.690 0.00 0.407 10.00 1 ft i ! 11 PAGE 4 BASE/ ZL NO AVBPR ID NO. PIER ZR 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 4.00 0.00 0 0.00 0.00 4.00 0.00 0 0.00 0.00 4.00 0.00 0 0.00 0.00 4.00 0.00 0 0.00 1 f LICENSEE: STATION L/ELEM 0.50 414.72 0.46 415.18 0.04 415.22 1 f 1 f 1 f I f "1 f Project Design Consultants KELLY RANCH - VILLAGE E STORM DRAIN LINEB1 JOB#1239.10 03/98 INVERT ELEV SO 0.08000 32.76 0.08000 32.80 0.08000 32.80 DEPTH W.S. Q OF FLOW ELEV 0.887 33.647 5.9 0.846 33.643 5.9 0.843 33.643 5.9 i f i I i I l f 1 ff 1 f i i F0515P WATER SURFACE PROFILE LISTING VEL VEL HEAD SF AVE .000378 1.66 0.043 .000435 1.74 0.047 .000468 1.75 0.048 ENERGY SUPER CRITICAL HGT/ GRD.EL. ELEV DEPTH DIA HF NORM DEPTH 0.00 0.160 33.690 0.00 0.407 10.00 0.00 0.160 33.690 0.00 0.407 10.00 0.00 0.160 33.691 0.00 0.407 10.00 WALL ENTRANCE 415.22 415.22 1.72 416.94 2.69 419.63 4.15 423.78 4.04 427.82 3.82 431.64 3.71 435.35 3.54 32.80 32.80 0.00581 32.81 0.00488 32.82 0.00488 32.84 0.00488 32.86 0.00488 32.88 0.00488 32.90 0.00488 0.844 33.644 5.9 0.568 33.368 5.9 0.561 33.371 5.9 0.549 33.372 5.9 0.530 33.373 5.9 0.513 33.376 5.9 0.495 33.377 5.9 0.479 33.379 5.9 1.75 0.047 8.03 1.001 .022487 8.17 1.037 .024058 8.43 1.103 .026842 8.83 1.211 .030686 9.26 1.332 .035072 9.72 1.467 .040091 10.19 1.612 .045857 33.691 0.00 0.407 10.00 34.369 0.00 0.859 2.00 0.04 0.804 34.408 0.00 0.859 2.00 0.06 0.844 34.475 0.00 0.859 2.00 0.11 0.844 34.584 0.00 0.859 2.00 0.12 0.844 34.708 0.00 0.859 2.00 0.13 0.844 34.844 0.00 0.859 2.00 0.15 0.844 34.991 0.00 0.859 2.00 0.16 0.844 i i i r i f i PAGE 5 BASE/ ZL NO AVBPR ID NO. ' PIER ZR 0.00 4.00 0.00 0 0.00 0.00 4.00 0.00 0 0.00 0.00 4.00 0.00 0 0.00 0.00 4.00 0.00 0 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 111! 11 f f * i f i II r i t I t i ii ii 11 t i i i 11 11 11 11 11 LICENSEE: Project Design Consultants KELLY RANCH - VILLAGE E STORM DRAIN LINEB1 JOB#1239.10 03/98 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV L/ELEM SO F0515P WATER SURFACE PROFILE LISTING VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH PAGE 6 HGT/ BASE/ ZL NO AVBPR DIA ID NO. ' PIER SF AVE HF NORM DEPTH ZR 438.89 3.42 442.31 3.26 445.57 3.15 448.72 3.02 451.74 0.03 451.77 2.91 454.68 2.78 457.46 2.68 460.14 2.56 462.70 2.47 465.17 2.37 32.92 0.463 33.380 0.00488 32.93 0.448 33.382 0.00488 32.95 0.433 33.383 0.00488 32.97 0.419 33.384 0.00488 32.98 0.406 33.386 0.00492 32.98 0.405 33.385 0.00492 32.99 0.392 33.386 0.00492 33.01 0.379 33.387 0.00492 33.02 0.367 33.388 0.00492 33.03 0.355 33.389 0.00492 33.05 0.343 33.389 0.00492 5.9 10.69 1.774 .052458 5.9 11.22 1.954 .060010 5.9 11.75 2.145 .068660 5.9 12.34 2.366 .078593 5.9 12.94 2.599 .083865 5.9 12.94 2.599 .089913 5.9 13.56 2.857 .102911 5.9 14.22 3.138 .117821 5.9 14.94 3.464 .134916 5.9 15.65 3.803 .154378 5.9 16.43 4.194 .176710 35.154 0.00 0.859 0.18 0.844 35.336 0.00 0.859 0.20 0.844 35.528 0.00 0.859 0.22 0.844 35.750 0.00 0.859 0.24 0.844 35.985 0.00 0.859 0.00 0.842 35.984 0.00 0.859 0.26 0.842 36.243 0.00 0.859 0.29 0.842 36.525 0.00 0.859 0.32 0.842 36.852 0.00 0.859 0.35 0.842 37.192 0.00 0.859 0.38 0.842 37.583 0.00 0.859 0.42 0.842 2.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00. 2.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 I I I t I 1 t I I I I t I I I I 4 t < I I I I 1 I I t I I I LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE 7 KELLY RANCH - VILLAGE E STORM DRAIN LINEB1 JOB#1239.10 03/98 STATION L/ELEM 467.54 2.27 0 469.81 2.19 0 472.00 2.10 0 474.10 WALL EXIT 474.10 0.61 0 474.71 1.19 0 475.90 0.87 0 476.77 0.61 0 477.38 0.41 0 477.79 0.23 0 478.02 0.08 0 INVERT DEPTH W.S. ELEV OF FLOW ELEV SO 33.06 0.332 33.390 .00492 33.07 0.321 33.390 .00492 33.08 0.311 33.391 .00492 33.09 0.301 33.391 33.09 0.299 33.389 .02500 33.10 0.305 33.410 .02500 33.13 0.320 33.455 .02500 33.16 0.336 33.493 .02500 33.17 0.352 33.524 .02500 33.18 0.369 33.551 .02500 33.19 0.387 33.575 .02500 Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO HEAD GRD.EL. ELEV DEPTH DIA ID NO. ' PIER SF AVE HF NORM DEPTH ZR 5.9 17.20 4.594 .202320 5.9 18.04 5.055 .231749 5.9 18.91 5.553 .265546 5.9 19.87 6.128 5.9 4.93 0.378 .010868 5.9 4.84 0.363 .009796 5.9 4.61 0.330 .008431 5.9 4.40 0.300 .007258 5.9 4.19 0.273 .006252 5.9 4.00 0.248 .005386 5.9 3.81 0.226 .004626 37.984 0.00 0.859 0.46 38.445 0.00 0.859 0.51 38.944 0.00 0.859 0.56 39.519 0.00 0.859 33.767 0.00 0.407 0.01 33.773 0.00 0.407 0.01 33.785 0.00 0.407 0.01 33.793 0.00 0.407 0.00 33.797 0.00 0.407 0.00 33.799 0.00 0.407 0.00 33.801 0.00 0.407 0.00 2.00 0.00 0.00 0 0.842 0.00 2.00 0.00 0.00 0 0.842 0.00 2.00 0.00 0.00 0 0.842 0.00 2.00 0.00 0.00 0 0.00 10.00 4.00 0.00 0 0.231 0.00 10.00 4.00 0.00 0 0.231 0.00 10.00 4.00 0.00 0 0.231 0.00 10.00 4.00 0.00 0 0.231 0.00 10.00 4.00 0.00 0 0.231 0.00 10.00 4.00 0.00 0 0.231 0.00 10.00 4.00 0.00 0 0.231 0.00 AVBPR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 r i II ti 11 i i t i t i 11 it t i licit LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE 8 KELLY RANCH - VILLAGE E STORM DRAIN LINEB1 JOB#1239.10 03/98 STATION L/ELEM 478 WALL 478 478 106 584 6 590 592 .10 INVERT DEPTH W.S. ELEV OF FLOW ELEV SO 33.19 0.407 33.597 Q VEL VEL HEAD SF AVE 5.9 3.62 0.204 ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR GRD.EL. ELEV DEPTH DIA ID NO. ' PIER HF NORM DEPTH ZR 33.801 0.00 0.407 ENTRANCE .10 .10 .75 .85 .13 .98 .98 33. 33. 19 0.408 33.598 19 0.840 34.030 0.00496 33.72 0.840 34.560 0.00496 33. 33. 75 0.859 34.609 85 0.859 34.709 5.9 3 . 62 0 5.9 4.71 0 .203 .345 .005016 5.9 4.71 0.345 .004822 5.9 4.57 0 5.9 4.57 0 .325 .325 33 34 0 34 0 34 35 .801 0.00 0.407 .375 0.00 0.859 .54 .905 0.00 0.859 .03 .934 0.00 0.859 .034 0.00 0.859 10.00 4.00 0 0 10.00 4.00 0 2.00 0.00 0 0.840 0 2.00 0.00 0 0.840 0 2.00 0.00 0 2.00 0.00 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 0 0 0 0 0 0 0 0 0 0 0 0 .00 .00 .00 .00 .00 .00 f 1 I I f I I I I 1 I 1 f I I i t i t I i HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING KELLY RANCH - VILLAGE E STORM DRAIN LINEB4 #JOB 1239.10 01/99 t J i. . PAGE NO 3 f i 11 § i f i t i • i at i § r i r i t i r t t i it i i i i t i i i t i DATE: 1/28/1999 TIME: 16:19 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 CD 2 2 0 0.00 10.00 4.00 0.00 t i ri r i r i r i t i t i i i ii t i i i if ii t i 11 II 11 r i i i ELEMENT NO ELEMENT NO F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 100.00 33.85 1 2 IS A REACH U/S DATA STATION INVERT SECT 114.67 33.92 1 N 0.013 W S ELEV 34.71 PAGE NO RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL EXIT * U/S DATA STATION INVERT SECT 114.67 33.92 1 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO ELEMENT NO 4 IS A REACH U/S DATA 5 IS A JUNCTION U/S DATA STATION INVERT SECT 115.67 33.95 2 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 STATION 117.67 INVERT SECT LAT-1 LAT-2 N 33.99 210 0.013 Q3 3.3 Q4 INVERT-3 INVERT-4 PHI 3 0.0 34.00 0.00 90.00 PHI 4 0.00 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT 118.67 34.02 1 ELEMENT NO 7 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT 118.67 34.02 2 N 0.013 FP 0.600 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT 201.17 34.43 1 N 0.013 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 9 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 0.00201.17 34.43 1 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 t i f i f i f i r i t i it ii 11 t i II 11 11 ii it 11 ii 11 ii LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE 1 KELLY RANCH - VILLAGE E STORM DRAIN LINEB4 #JOB 1239.10 01/99 STATION L/ELEM 100.00 1.44 0 101.44 3.49 0 104.93 3.37 0 108.30 3.24 0 111.54 3.13 0 114.67 WALL EXIT 114.67 0.30 0 114.97 0.40 0 115.37 0.23 0 115.60 0.07 0 115.67 JUNCT STR 0 INVERT DEPTH W . S . ELEV OF FLOW ELEV SO 33.85 0.513 34.363 .00477 33.86 0.505 34.362 .00477 33.87 0.488 34.362 .00477 33.89 0.471 34.361 .00477 33.91 0.455 34.360 .00477 33.92 0.440 34.360 33.92 0.438 34.358 .03000 33.93 0.450 34.379 .03000 33.94 0.472 34.413 .03000 33.95 0.495 34.443 .03000 33.95 0.520 34.470 .02000 Q VEL VEL HEAD SF AVE 8.5 15.95 3.949 .106564 8.5 16.25 4.102 .117220 8.5 17.03 4.506 .133794 8.5 17.86 4.952 .152724 8.5 18.76 5.467 .174485 8.5 19.68 6.012 8.5 4.85 0.365 .006766 8.5 4.72 0.347 .006049 8.5 4.50 0.315 .005224 8.5 4.30 0.286 .004501 8.5 4.09 0.259 .002297 ENERGY SUPER GRD.EL. ELEV HF 38.312 0.00 0.15 38.464 0.00 0.41 38.868 0.00 0.45 39.313 0.00 0.49 39.827 0.00 0.55 40.372 0.00 34.723 0.00 0.00 34.726 0.00 0.00 34.728 0.00 0.00 34.729 0.00 0.00 34.729 0.00 0.00 CRITICAL HGT/ BASE/ ZL DEPTH DIA ID NO. I NORM DEPTH ZR 1.129 1.50 0.00 0.00 1.500 0.00 1.129 1.50 0.00 0.00 1.500 0.00 1.129 1.50 0.00 0.00 1.500 0.00 1.129 1.50 0.00 0.00 1.500 0.00 1.129 1.50 0.00 0.00 1.500 0.00 1.129 1.50 0.00 0.00 0.00 0.520 10.00 4.00 0.00 0.274 0.00 0.520 10.00 4.00 0.00 0.274 0.00 0.520 10.00 4.00 0.00 0.274 0.00 0.520 10.00 4.00 0.00 0.274 0.00 0.520 10.00 4.00 0.00 0.00 NO AVBPR PIER 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 t i i i i i t i f i i i • i it ii t i ii ii i i rt c i r i 11 i i 11 LICENSEE: Project Design Consultants F0515P WATER SURFACE PROFILE LISTING PAGE KELLY RANCH - VILLAGE E STORM DRAIN LINEB4 #JOB 1239.10 01/99 STATION L/ELEM 117 117 0 118 0 118 0 118 WALL 118 27 145 20 166 18 184 16 200 0 201 .67 .67 .54 .21 .35 .56 .11 .67 INVERT DEPTH W . S . ELEV OF FLOW ELEV SO 33.99 0.794 34.784 33.99 0.784 34.774 0.03000 34.01 0.811 34.817 0.03000 34.02 0.843 34.860 0.03000 34.02 0.878 34.898 Q VEL VEL ENERGY SUPER HEAD GRD . EL . ELEV SF AVE HF 5.2 1.64 0.042 5.2 5.56 0.480 .007983 5.2 5.33 0.441 .007096 5.2 5.08 0.401 .006258 5.2 4.84 0.363 34 35 0 35 0 35 0 35 .826 0.00 .254 0.00 .00 .258 0.00 .00 ;261 0.00 .00 .261 0.00 ENTRANCE .67 .05 .72 .55 .2-7 .07 .34 .31 .65 .52 .17 34.02 1.395 35.415 0.00497 34.15 1.305 35.459 0.00497 34.26 1.235 35.492 0.00497 34.35 1.174 35.520 0.00497 34.43 1.120 35.547 0.00497 34.43 1.119 35.549 5.2 3.04 0.143 .002175 5.2 3.18 0.157 .002330 5.2 3.34 0.173 .002553 5.2 3.50 0.190 .002827 5.2 3.67 0.209 .002981 5.2 3.68 0.210 35 0 35 0 35 0 35 0 35 0 35 .558 0.00 .06 .616 0.00 .05 .665 0.00 .05 .710 0.00 .05 .756 0.00 .00 .759 0.00 CRITICAL HGT/ BASE/ ZL NO AVBPR DEPTH DIA ID NO. ' PIER NORM DEPTH ZR 0.375 10.00 4.00 0 0.878 1.50 0.00 0 0.550 0 0.878 1.50 0.00 0 0.550 0 0.878 1.50 0.00 0 0.550 0 0.878 1.50 0.00 0 0 0.878 1.50 0.00 0 0.930 0 0.878 1.50 0.00 0 0.930 0 0.878 1.50 0.00 0 0.930 0 0.878 1.50 0.00 0 0.930 0 0.878 1.50 0.00 0 0.930 0 0.878 1.50 0.00 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 r i ri r i f i r i ft § i ii r i i i f i f i r" i f i i i 11 HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING KELLY RANCH - VILLAGE E STORM DRAIN LINEB5 #JOB 1239.10 01/99 PAGE NO 3 r i ii ii 11 ri n tt § i ti r i t i 11 11 II 11 11 r i ti f i DATE: 1/28/1999 TIME: 16: 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 1 4 1.50