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HomeMy WebLinkAboutHydraulicAnalysis(Dec.2,1999) HYDROLOGIC\H ANALYSIS (�` TRACT 2$482� t""� � � � � � � � 1� DEC - 31999 CITY OF TEMECULA COUNTY OF RIVERSIDE CITY OF TEMtCULA ENGINEER�ING DEPARTMENT REC JOB NO. 13194 December 2, 1999 REVISIONS IN HYDRAULIC ANALYSIS FOR LINE B Q �pF ESS/pN� Q @.V �,J�\GHF� �F � � �� � ' � Na 46804 � � �' `� Exp. 6-30-03 z �. EDWA M. RATICAN �' R.C.E.46804 � CNI� ` Q. Expires 6-30-03 Tq ��'FCp����� Prepared for: TEMEKU HILLS DEVELOPER PARTNER L.P. A CALIFORNIA LIMITED PARTNERSHIP - 2727 Hoover Avenue National City, CA 91950 Prepared by: RICK ENGINEERING COMPANY 3050 Chicago Avenue, Suite 100 Riverside, CA 92507 (909)782-0707 . � i T1 JN 13194 TEMEKU HILLS PHASE ill T2 �INE B 48" PIPE T3 EDl SO 1014.721170.00 1 1173.0 R 1044.581170.15 1 38.50 R 1111.691170.50 1 .014 R 1144.411173.77 1 .014 JX 1146.741174.00 1 2 .014 17.16 1175.25 60.0 .000 R 1217.421174.60 1 .014 R 1369.951175.89 1 .014 4.500 .000 0 R 1394.171176.10 1 .014 .000 .000 0 R 1450.541176.58 1 .014 90.000 .000 0 R 1538.511177.33 1 .014 .000 .000 0 R 1589.521177.76 1 .014 2.000 .000 0 R 1600.001177.85 1 .014 3.33 .000 0 R 1615.361177.98 1 .014 .000 .000 0 R 1617.691178.00 1 .014 .000 .0001 R 1620.021178.01 1 .014 .000 .000 0 R 1688.451178.50 1 .014 90.000 .000 0 R 1759.141179.01 1 .014 .000 .000 0 R 1808.411179.36 1 .014 .000 .000 0 JX 1837.241179.57 1 3 3.014 19.21 8.781181.561182.24 71.0 43.0 5.330 R 1860.801.179J9 1 .0'14 R 1942.311180.54 1 .014 .000 .000 0 R 1964.341180.75 1 .014 JX 1965.811180.76 1 3 .014 32.20 1181.26 66.0 R 2012.991181.70 1 .014 .000 .000 1 R 2100.001184.70 1 .014 .000 .000 0 R 2420.801195.78 1 .014 .000 25.400 1 JX 2651.951196.94 1 2.014 5.53 1198.44 .000 22.200 1 TS 2654.281197.95 1 .014 .000 .000 0 JX 2775.031198.72 5 2 2.014 15.17 17.241199.291199.29 45.0 45.0 .000 0 R 2897.991202.42 5 .014 .000 .000 0 R 2900.001202.48 5 .014 .000 .000 0 R 2931.601203.43 5 .014 .000 .000 0 JX 2933.931203.50 5 3 .014 12.9 1202.90 75.0 90.01 R 2968.361203.80 5 .014 .000 .000 0 R 3082.361204.78 5 .014 .000 .000 0 JX 3083.301205.38 5 2 2.014 21.50 30.051206.171208.82 45.0 45.0 .000 0 SH 3083.301205.38 5 1205.38 CD 1 4 1 .00 4.00 .00 .00 .00 .0 CD 2 4 1 .00 1.50 .00 .00 .00 .0 CD 3 4 1 .00 2.00 .00 .00 .00 .0 CD 4 4 1 .00 4.50 .00 .00 .00 .0 CD 5 4 1 .00 3.00 .00 .00 .00 .0 Q 1.00 .0 . ! � . � W S P G N- EDIT LISTING - Version 7.0 Date:12- 1-1999 Time: 3:10:47 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 PIER/PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 4.00 CD 2 4 1 1.50 CD 3 4 1 2.00 CD 4 4 1 4.50 CD 5 4 1 3.00 p WSPGN PAGENO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - JN 13194 TEMEKU HILLS PHASE III HEADING LINE NO 2 IS - LINE B 48" PIPE HEADING LINE NO 3 IS - EDL ❑ WSPGN PAGENO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET ' ' ' U/S DATA STATION INVERT SECT W S ELEV 1014.72 1170.00 1 1173.00 ELEMENT NO 2 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1044.581170.15 1 .014 44.438 38.500 .000 0 ELEMENT NO 3 IS A REACH ' ' ` U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1111.691170.50 1 .014 .000 .000 .000 0 ELEMENT NO 4 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1144.411173.77 1 .014 .000 .000 .000 0 ELEMENT NO 5 IS A JUNCTION ' ' ' ' ' ' " U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1146.74 1174.00 1 2 0.014 17.16 .00 1175.25 .00 60.00 .00 RADIUS ANGLE .000 .000 ELEMENT NO 6 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1217.421174.60 1 .014 .000 .000 .000 0 ELEMENT NO 7 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1369.951175.89 1 .014 1942.071 4.500 .000 0 ELEMENT NO 8 IS A REACH " ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1394.171176.10 1 .014 .000 .000 .000 0 ELEMENT NO 9 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1450.541176.58 1 .014 35.886 90.000 .000 0 ELEMENT NO 10 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1538.511177.33 1 .014 .000 .000 .000 0 ELEMENT NO 11 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1589.521177.76 1 .014 1461.329 2.000 .000 0 ELEMENT NO 12 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANG�E ANG PT MAN H 1600.001177.85 1 .014 180.318 3.330 .000 0 ❑ WSPGN PAGENO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 13 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1615.36 1177.98 1 .014 .000 .000 .000 0 ELEMENT NO 14 IS A REACH ' ' ' U!S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1617.69 1178.00 1 .014 .000 .000 .000 1 ELEMENT NO 15 IS A REACH ' ' ` U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1620.021178.01 1 .014 .000 .000 .000 0 ELEMENT NO 16 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1688.451178.50 1 .014 43.564 90.000 .000 0 ELEMENT NO 17 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1759.141179.01 1 .014 .000 .000 .000 0 ELEMENT NO 18 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1808.41 '1179.36 1 .014 .000 .000 .000 0 ELEMENT NO 19 IS ,4 JUNCTION ' ' ' * ' ' ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1837.24 1179.57 1 3 3.014 19.21 8.78 1181.56 1182.24 71.00 43.00 RADIUS ANGLE 309.913 5.330 ELEMENT NO 20 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1860.801179.79 1 .014 .000 .000 .000 0 ELEMENT NO 21 IS A REACH " ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1942.311180.54 1 .014 .000 .000 .000 0 ELEMENT NO 22 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1964.341180.75 1 .014 .000 .000 .000 0 ELEMENT NO 23 IS A JUNCTION ' ' ' ' ' ' ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1965.81 1180.76 1 3 0.014 32.20 .00 1181.26 .00 66.00 .00 RADIUS ANGLE .000 .000 ❑ WSPGN PAGEN0.4 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 24 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2012.99 1181.70 1 .014 .000 .000 .000 1 ELEMENT NO 25 IS A REACH ' ' " U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2100.001184.70 1 .014 .000 .000 .000 0 ELEMENT NO 26 IS A REACH * ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2420.801195.78 1 .014 .000 .000 25.400 1 ELEMENT NO 27 IS A JUNCTION ' ' ' ' ' ' ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2651.951196.94 1 2 0.014 5.53 .00 1198.44 .00 .00 .00 RADIUS ANGLE 596.570 22.200 ELEMENT NO 28 IS A TRANSITION ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE 2654.28 1197.95 1 .014 .000 .000 ELEMENT NO 29 IS A JUNCTION ' ' ' ' ' ' ' i I : U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2775.03 1198.72 5 2 2.014 15.17 17.24 1199.29 1199.29 45.00 45.00 RADIUS ANGLE .000 .000 ELEMENT NO 30 IS A REACH ' '' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2897.991202.42 5 .014 .000 .000 .000 0 ELEMENT NO 31 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2900.001202.48 5 .014 .000 .000 .000 0 ELEMENT NO 32 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2931.601203.43 5 .014 .000 .000 .000 0 ELEMENT NO 33 IS A JUNCTION ' ''' ' ' ' U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2933.93 1203.50 5 3 0.014 12.90 .00 1202.90 .00 75.00 .00 RADIUS ANGLE 1.483 90.010 ❑ WSPGN PAGENO 5 . . WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 34 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2968.361203.80 5 .014 .000 .000 .000 0 ELEMENT NO 35 IS A REACH ' ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3082.361204.78 5 .014 .000 .000 .000 0 ELEMENT NO 36 IS A JUNCTION " * ' ' ' , , U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 3083.30 1205.38 5 2 2.014 21.50 30.05 1206.17 1208.82 45.00 45.00 RADIUS ANGLE .000 .000 ELEMENT NO 37 IS A SYSTEM HEADWORKS ' ' U/S DATA STATION INVERT SECT W S ELEV 3083.301205.38 5 1205.38 .... _. .. . .. - - __ . .. � . _� �...,., ....... ..,.. .., , .......,..., �.. . .... W S P G N- CZVILDESIGN Vers 7.1 PAGE 1 For: RICK ENGINEERING COMPANY - S/N 667 ,,,� , WATER SURFACE PROFILE LISTING Date:12- 1-1999 Time: 3:11:18 JN 13194 TEMEKU HILLS PHASE III LINE B 48" PIPE EDL t:�*r****.+....■......■■x+r..�.*a.*** � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/ Base Wt� �NO wth Station � Elev �(FT) � Elev I(CFS) �(FPS) Head � Grd.El.� Elev � Depth � Width �Dia.-FT or I.D.� ZL Pra/Pip -I- -�- -�- -I- -�- -�- -�- -�- -�- -�- L/Elem �Ch Slope� � I � SF Ave� HF �SE Dpth�Froude N�Norm Dp �"N" ZR �Type Ch ***,r:...*I..a.x■++�*....x.<I..x.t*..+I..,�..a<x*I..**�+�I.+.**.*,tl....+.+*.I**.*...',r***:<.xI*,t.:.,�*.I�.a*,r,r*la*�.■+« I � � � � � � � � ��' 1014.72 1170.00 3.184 1173.184 160.7 16.85 4.408 1177.593 .64 3.778 3.22 4.00 .00 .00 1 .0 _I_ _I_ _I' _I' _I_ _I' _I_ _I_ _I_ 'I_ _I_ 'I' _�_ I_ 10.42 .00502 .019965 .21 3.82 1.628 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1025.14 1170.05 3.098 1173.151 180.7 17.30 4.648 1177.799 .70 3.778 3.34 4.00 .00 .00 1 .0 -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -I- -�- -�- (- 19.44 .00502 .021684 .42 3.80 1.725 4.000 .014 .00 PIPE � � � � � � � � � � � ( � 1044.58 1170.15 2.957 1173.107 160.7 18.15 5.113 1178.220 .00 3.778 3.51 4.00 .00 .00 1 .0 _I_ _I' _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ 'I' 'I_ I_ 6.63 .00521 .023261 .15 2.96 1.899 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1051.21 1170.18 2.913 1173.098 180.7 18.43 5.276 1178.373 .00 3.778 3.56 4.00 .00 .00 1 .0 _I_ _I_ 'I_ _I_ _I_ _I" 'I_ _I_ _I" _I' _I_ _I_ 'I' I' 20.20 .00521 .025092 .51 2.91 1.957 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1071.41 1170.29 2.787 1173.077 180.7 19.33 5.803 1178.880 .00 3.778 3.66 4.00 .00 .00 1 .0 _I' _I_ 'I' _I_ _I_ _I_ 'I_ _I_ _I_ _I_ _I_ _I_ _I' I_ 20.22 .00521 .028130 .57 2.79 2.137 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1091.63 1170.40 2.670 1173.065 180.7 20.28. 6.383 1179.949 .00 3.778 3.77 4.00 .00 .00 1 .0 -�- -�- -�- -�- -�- -�- -�- -�- -I- -�- -�- -�- -�- �- 20.06 .00521 .031628 .63 2.67 2.323 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1111.69 1170.50 2.562 1173.062 180.7 21.27 7.022 1180.083 .00 3.778 3.84 4.00 .00 .00 1 .0 _I' 'I_ _I_ _I_ 'I_ 'I_ _I_ _I_ 'I' _I_ 'I_ _I_ _I_ I' 5.85 .09994 .032091 .19 2.56 2.519 1.829 .014 .00 PIPE � � � � � � � � � � � � � 1117.54 1171.08 2.641 1173.726 180.7 20.53 6.544 1180.270 .00 3.778 3.79 4.00 .00 .00 1 .0 _I' _I_ _I_ "I_ _I_ 'f_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I' 6.76 .09994 .028998 .20 2.64 2.373 1.829 .014 .00 PIPE ( � � � � • � � � � � � � � 1124.30 1171.76 2.756 1174.517 180.7 19.57 5.949 1160.466 .00 3.778 3.70 4.00 .00 .00 1 .0 _I_ _I_ "I" 'I_ _I_ - 'I_ _I' _I_ _I_ _I_ _I_ _'' _I_ I_ 5.64 .09994 .025844 .15 2.76 2.184 1.829 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 2 For: RICK ENGZNEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:12- 1-1999 Time: 3:11:18 JN 13194 TEMEK[7 HILLS PHASE IIZ LINE B 48" PIPE EDL •*:*+...<a*+.**xa*■..:..■....:�.+...+«*,t++****.**,t,r*+..*�.�..*++.x..�***** « ..*.+.+.****+.,t++«,t.***:ai+****ra.+,t+*a*+.+*..�...,t**• � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base wt� �No Wth Station � Elev �(FT) � Elev �(CFS) �(FPS) Head � Grd.El.� Elev � Depth � Width �Dia.-FT�or Z.D.� ZL �Prs/Pip -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -I- �- L/Elem �Ch Slope� � � � SF Ave� HF �SE Dpth�Froude N�NOrm Dp �"N" � � ZR �Type Ch •�.+....xlx......zl+..,�.<.:I.r.�...:.1�,�..+x...l.�.:�.*I>*tf+.+.l.=:..:.,�.I.**..<.I......a+l.....+.+l+.,t,ta*.I+......I.*.+■I...+*,t. I I I I I I ( I I I I I I 1129.94 1172.32 2.879 1175.203 180.7 18.66 5.408 1180.612 .00 3.778 3.59 4.00 .00 .00 1 .0 _I_ "I_ _I_ _I' 'I_ _I_ _I_ _I_ _I_ _I' _I' _I' _I' I' 4.66 .09994 .023110 .11 2.88 2.003 1.829 .014 .00 PIPE � � � � � � � � � � � � � 1134.60 1172.79 3.013 1175.802 180.7 17.79 4.917 1180.719 .00 3.778 3.45 4.00 .00 .00 1 .0 -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�.- -�- -�- �- 3.78 .09994 .020764 .08 3.01 1.827 1.829 .014 .00 PIPE � i i i i � i i i i i 1136.37 1173.17 3.161 1176.326 180.7 16.9.7 4.470 1180.797 .00 3.778 3.26 4.00 .00 .00 1 .0 -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�' -�- -�- �- , . 2.96 .09994 .018787 .06 3.16 1.653 1.829 .014 .00 PIPE � � � � � � � � � � � � � � 1141.34 1173.46 3.327 1176.790 180.7 16.18 4.063 1180.853 .00 3.778 2.99 4.00 .00 .00 1 .0 -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- �- 2.11 .09994 .017198 .04 3.33 1.475 1.829 .014 .00 PIPE � � � � � � � � � � ( � � 1143.44 1173.67 3.522 1177.196 180.7 15.42 3.694 1180.890 .00 3.778 2.59 4.00 .00 .00 1 .0 -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- �- .97 .09994 .016193 .02 3.52 1.279 1.829 .014 .00 PIPE � � � � � � � � � � � � � 1144.41 1173.77 3.778 1177.548 180.7 14.70 3.357 1180.905 .00 3.778 1.83 4.00 .00 .00 1 .0 _I_ _I_ _I_ _I_ _'_ _I_ _I' _I_ _I_ _I_ _I_ _I_ _I_ I_ JUNCT STR .09871 .015459 .04 3.78 1.000 .014 .00 PIPE � � � � � � � � � � � � � 1146.74 1174.00 4.696 1178.696 163.6 13.02 2.631 1181.327 .00 3.689 .00 4.00 .00 .00 1 .0 -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- (- 70.68 .00849 .015040 1.06 4.70 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1217.42 1174.60 5.159 1179.759 163.6 13.02 2.631 1182.390 .00 3.689 .00 4.00 .00 .00 1 .0 _I_ _I' _I_ _I_ _I' "I' _I_ _I_ 'I_ _I_ _I_ _I' _I' I_ 152.53 .00846 .015040 2.29 .00 .000 4.000 ' .014 .00 PZPE � � � � � � � � ( � � � � 1369.95 1175.89 6.280 1182.170 163.6 13.02 2.631 1184.802 .00 3.689 .00 4.00 .00 .00 1 .0 -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- �- 24.22 .00867 .015040 .36 6.28 .000 4.000 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 3 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:12- 1-1999 Time: 3:11:18 JN 13199 TEMEKU HILLS PHASE III LINE B 48" PIPE EDL **#i1#*t1tiRli*tttt*t*R*#tt*#*t**#+*tkf4*/r*R1e*Rt****R****kk*t************f*tfr***iii#************t***R�RtRttiitlr**#**!it**1*R***titfti � Invert I Depth � water � Q � Vel Vel � Energy � Super ICritical�Flow Top�Height/�Base Wt� �No Wth Station I Elev �(FT) � Elev �(CFS) �(FPS) Head � Grd.El.� Elev I Depth � Width �Dia.-FT�or I.D.� ZL IPrs/Pip _I_ _I_ _'_ _I_ _I_ _I' _I_ _I_ _I_ _�_ _I_ '�_ 'I_ L/Elem �Ch Slope� � I � SF Ave� HF �SE Dpth�Froude N�NOrm Dp �"N" I � ZR Type Ch •*..*.* � � � � � � � � � � � I 1394.17 1176.10 6.435 1182.535 163.6 13.02 2.631 1185.166 .00 3.689 .00 4.00 .00 .00 1 .0 _�" _I' _I_ _I' _I_ _I' _I_ _I' _I_ _I_ 'I' . _I_ _I_ I_ 56.37 .00852 .015040 .85 .00 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1450.54 1176.58 7.329 1183.909 163.6 13.02 2.631 1186.540 .00 3.689 .00 4.00 .00 .00 1 .0 _I_ _I_ _I_ 'I' 'I_ "I' _I_ 'I_ _I_ _I_ "I_ _'_ _I_ I_ 87.97 .00853 .015040 1.32 7.33 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1538.51 1177.33 7.902 1185.232 163.6 13.02 2.631 1187.863 .00 3.689 .00 4.00 .00 .00 1 .0 _�' _I_ 'I_ 'I_ "I_ "I_ _I_ _I_ _I_ _I_ 'I_ _I' '�' I_ 51.01 .00843 .015040 .77 .00 .000 4.000 .014 .00 PIPE � � � � � � � � � � ( � � 1589.52 1177.76 8.317 1166.078 163.6 13.02 2.631 1188.709 .00 3.669 .00 4.00 .00 .00 1 .0 -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�'- -�- -�- �- 10.48 .00859 .015040 .16 .00 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � ( 1600.00 1177.85 8.466 1186.336 163.6 13.02 2.631 1188.968 .00 3.689 .00 4.00 .00 .00 1 .0 _I_ _I_ _I_ 'I_ "I_ _I' _I' 'I_ 'I_ _I_ 'I" 'I' 'I' I_ 15.36 .00846 .015040 .23 8.49 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1615.36 1177.98 8.587 1186.567 163.6 13,.02 2.631 1189.198 .00 3.689 .00 4.00 .00 .00 1 .0 _I_ _I_ 'I" 'I_ _I_ _I_ _I_ 'I_ _I_ _I_ ',I_ _I' _I_ I_ 2.33 .00859 .015040 .04 8.59 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1617.69 1178.00 8.734 1186.734 163.6 13..02 2.631 1189.365 .00 3.689 .00 4.OG .00 .00 1 .0 _I_ "I_ _I_ _I" _I_ _I_ "I' _I_ _I_ _I_ _I_ 'I_ _I_ I_ 2.33 .00430 .015040 .09 8.73 .000 4.000 .014 .00 PIPE � � � � � � � � � �. � � � av�v•v� ii�.vi v.��� i�v.i�� 10�.� i�..v� �.0�1 1107.4VV .VV �.007 •VV Y.V� .vv .VV 1 .v _ I -� - I - I - I - I - I - I - I - I - I - I - I I 68.43 .00716 .015040 1.03 .00 .000 4.000 .014 .00 PIPE .. , � � � � � � � � � �' � � � 1688.45 1178.50 9.824 1188.324 163.6 13.02 2.631 1190.956 .00 3.689 .00 4.00 .00 .00 1 .0 _I_ 'I' _I_ '�' "I_ . 'I_ _I_ _I_ _I_ 'I' _I_ _I_ _�_ I' 70.69 .00722 .015040 1.06 9.82 .000 4.000 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 4 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date:12- 1-1999 Time: 3:11:18 JN 13194 TEMEKU HILLS PHASE III LINE B 48" PIPE EDL *f*!**#�R*Y`#**#RRf**k*fft**+Rti`rtt#*tt**#!t**#***1r**f}*##R***fr**Y`4RY`i!*f*#****#f/*�kdt#**ffr****<***R*R**.**Yr*#f*f}4tI`tt*t#*t*i`#******Yr* � Invert Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �NO Wth Station � Elev (FT) I Elev �(CFS) ((FPS) Head � Grd.El.� Elev � Depth � Width �Dia.-FT or I.D.� ZL �Prs/Pip -I- -�- -�- -�- -�- -I- -I- -�- -�- -�- -�- -I- �- L/Elem �Ch S1opel � � � SF Avel HF ISE Dpth�Froude N�Norm Dp �"N" � � ZR �Type Ch ++*,r*.t,r.I+.......I**++...+I*t��+:*..I.*::*:**.I.*+�.*+I�+«■..+*I**■�*,r*.:I.*r.**,r�,.x***+**I****>*x*I**,r+*�*I+*+:+.*I.*+.*',r�*,r*k+ � � I I � � � � � I' I � � 1759.14 1179.01 10.378 1189.388 163.6 13.02 2.631 1192.019 .00 3.669 .00 .4.00 .00 .00 1 .0 _I_ _I_ _I" _I_ _I_ 'I_ 'I_ _I_ _I_ _I_ _I _I_ _I_ I_ 49.27 .00710 .015040 .74 10.38 .000 4.000 .014 .00 PIPE � � � � � � � � � � � � � 1808.41 1179.36 10.769 1190.129 163.6 13.02 2.631 1192.760 .00 3.689 .00 4.00 .00 .00 1 .0 -I- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- �- JUNCT STR .00728 .012687 .37 .00 .000 .014 .00 PIPE � � � � � � � � � � � � � 1837.24 1179.57 12.433 1192.002 135.6 10..79 1.808 1193.610 .00 3.466 .00 4.00 .00 .00 1 .0 "I_ _I' 'I' _I_ _I" 'I_ _I_ _I" _I' _I_ 'I_ _I_ _I_ I' 23.56 .00934 .010334 .24 12.43 .000 3.506 .014 .00 PIPE � � ( � � . � � � � �. � � � 1860.80 1179.79 12.456 1192.246 135.6 10.79 1.808 1194.054 .00 3.468 .00 4.00 .00 .00 1 .0 'f_ _I' "I_ _I_ _I_ 'I_ _I' 'I_ "I_ _I_ ' I_ _I_ _I_ I" 81.51 .00920 .010334 .84 12.46 .000 3.555 .014 .00 PIPE � � � � � � � � � � � � � 1942.31 1180.59 12.548 1193.088 135.6 10.79 1.808 1194.896 .00 3.468 .00 4.00 .00 .00 1 .0 _I" _I_ _I_ _I_ _I' _I_ _I' 'I_ _I_ _I_ _I_ _I_ _I_ (_ 22.03 .00953 .010334 .23 12.55 .000 3.450 .014 .00 PZPE � � � � � � � � � � � � � 1964.34 1180.75 12.566 1193.316 135.6 10.79 1.808 1195.124 .00 3.468 .00 4.00 .00 .00 1 .0 _I_ _I' 'I_ _I_ _I_ _�_ _I' _f" _I_ _I_ 'I_ _I_ _I' I_ JUNCT STR .00681 .008171 .O1 12.57 .000 .014 .00 PIPE � � � � � � � � � � � � � 1965.81 1180.76 13.749 1194.509 103.4 8.23 1.051 1195.561 .00 3.079 .00 4.00 .00 .00 1 .0 -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- -�- �- 47.18 .01992 .006008 .28 13.75 .000 2.115 .014 .00 PIPE � � � � � � � � � � � � � 2012.99 1181.70 13.145 1194.845 103.4 8.23 1.051 1195.897 .00 3.079 .00 4.00 .00 .00 1 .0 _I_ _I_ _I_ 'I" _I_ _I_ _I_ _I_ _I_ 'I_ _I_' _I_ _I_ I_ 87.01 .03448 .006008 .52 13.15 .000 1.802 .014 .00 PIPE � � � � � � � � � � � � � 2100.00 1184.70 10.668 1195.368 103.4 8.23 1.051 1196.919 .00 3.079 .00 4.00 .00 .00 1 .0 _I' _I_ 'I' _I_ _I_ _I_ 'I_ _I_ _I_ _I_ ,I' _I_ _�_ I' 217.67 .03454 .006008 1.31 10.67 .000 1.801 .014 .00 PIPE W S P G N- CIVILDESIGN Vers 7.1 PAGE 5 FoY: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTZNG Date:12- 1-1999 Time: 3:11:18 JN 13194 TEMEKU HILLS PHASE III LINE B 48" PIPE EDL *****ktf�t**ftttttf*4fRf�4'k**Y**rtttf#;**f�fi*#****t*#***#****t**'k**f**t*k*f�4*�k#**#i�*4/c*}*****'kf**ktf*kR*****t**#****ttR**iffit�t#*tftt* � Invert � Depth � Water � Q � Vel Vel � Energy � Super �Critical�Flow Top�Height/�Base Wt� �No Wth Station � Elev I(FT) � Elev �(CFS) �(FPS,) Head � Grd.El.� Elev � Depth � Width �Dia.-FTlor I.D.� ZL �Prs/Pip -�- -�- -�- -�- -I- . -�- -�- -�- -�- -�- -�- -I- -�- I- L/Elem �Ch Slope� � I � SF Ave� HF �SE Dpth�Froude N�NOrm Dp �"N" � I ZR �Type Ch ***1r*'R*1(*IR*t*ff'kRlk#44tfik/`I*ke**tf#tl*t*f*#***I******tl*t**f4rt<It!#ffrt***I****#+*I*f}�k****I4*fr**4##I**f�1*R*I4/**Rtkl*RttflRttf#irf I I I I I I I I I , I I f I 2317.67 1192.22 4.574 1196.792 103.4 8:23 1.051 1197.843 .00 3.079 .00 4.00 .00 .00 1 .0