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Hydrology & Hydraulics Report 10/97
THE PROMENADE IN TEMEcuu, CA, Prepared For: Forest City Development 949 South Hope Street, Suite 100 Los Angeles, California 90015 Prepared by: `7Zobelt Bc*L,`W 1 am `f3bst Oc5lssociates 27555 Ynez Road, Suite 400 Temecula, California 92591 Contact: Michael Tylman Bill Keller October, 1997 N�,w RECEIVED Nov 6 1997 CITY OF TEMECULA ENGINEERING DEPARTMENT IF 0 5 1 5 P 1 11 PAGE NO 3 NATER SURFACE PROFILE - TITLE CARD LISTING f�DING LINE NO 1 IS - ' STORM DRAIN LINE "B"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL- USING CIPP f�ING LINE NO 3 IS - FI LE:113588 OFILE: 113580 1 11 PAGE NO 3 IE: 10%20/1997 TIME: 13:30 ' F0 NATER SURFACE PROFILE - CHANNEL DEFINITION LISTING t I I I I I I I PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CARD SECT CHN NO OF AVE PIER HEIGHT i RASE �E NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 .00 13 3 1 1.00 5 5.00 15.00 14 3 0 0.00 3.32 4.00 C 15 3 0 0.00 5.51 4.00 t I I I I I I I PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING LENT NO 1 IS A SYSTEM OUTLET SS *_ kC> c S.. C>;)JL+`•iC-'t da t -.z U/S DATA STATION INVERT SECT W S ELEV ' 2005.00 1044.15 11 „ Oy 1048-52 ELEMENT NO 2 IS A JUNCTION ��'� L� , Cs * Fl.. t U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2020.00 1044.21 11 9 0 0.015 52.1 0.0 1044.71 0.00 45.00 0.00 EMENT NO 3 IS A JUNCTION IL * �� • �* U/S DATA TATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2513.48 1046.18 11 3 0 0-015 2.4 0-0 1048.18 0.00 45.00 0.00 �EMENT NO 4 IS A JUNCTION 0 * 1-� U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2570.08 1046.41 11 3 0 0.015 7.0 0.0 1048.41 0.00 45.00 0.00 �EMENT NO 5 IS A TRANSITION U/S DATA STATION INVERT SECT N 2575.08 1046.42 10 0.015 1EMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2801.89 1047.34 10 0.015 0.00 27.72 0.00 0 ELEMENT NO 7 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2845-44 1047.51 10 0-015 0.00 0.00 0.00 0 ELEMENT NO 8 IS A JUNCTION�� L.Pt• pY� ' U/S DATA AT ION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2952.35 1047.94 10 3 0 0.015 3.8 0.0 1049.69 0.00 90.00 0.00 �EMENT NO 9 IS A TRANSITION U/S DATA STATION INVERT SECT N 2957.35 1047.96 9 0-015 �EMENT NO 10 IS A JUNCTION � *«.-Z •ql, $ * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2977.35 1048.04 9 3 0 0.015 2.4 0.0 1049.54 0.00 90.00 0-00 11 I 11 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ' LIPS. (5-'b ELEMENT NO 11 IS A JUNCTION ' U/S DATA STATION INVERT SECT 3085.35 1048.47 9 LAT -1 3 LAT -2 0 N 0.015 03 5.1 04 0.0 INVERT -3 1049.97 INVERT -4 0.00 PHI 3 90.00 PHI 0.00 4 ELEMENT NO 12 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3152.28 1048.74 9 0.015 0.00 55.00 0.00 0 EMENT NO 13 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3195.48 1048.91 9 0.015 0.00 0.00 0.00 0 'EMENT NO 14 IS A JUNCTION � * L�ac*"G* U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 3295.08 1049.31 9 9 0 0.015 47.3 0.0 1049.31 0.00 45.00 0.00 LENT NO 15 IS A TRANSITION U/S DATA STATION INVERT SECT N 3300.08 1049.32 8 0.015 EMENT NO 16 IS A JUNCTION 8 kjs- z • �'r1 * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 ' 3323.93 1049.43 8 3 0 0.015 6.3 0.0 1050.68 0.00 45.00 0.00 ELEMENT NO 17 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 ' 3425.41 1049.84 8 3 0 0.015 10.2 0.0 1051.16 0.00 45.00 0.00 MENT NO 18 IS A JUNCTION ,S * L-�. 5-ct * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 3554.87 1050.35 8 3 0 0.015 3.6 0.0 1051.60 0.00 45.00 0.00 �MENT NO 19 IS A JUNCTION O 'r-•�. b \c- * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 3670.00 1050.81 8 3 0 0.015 4.0 0.0 1054.81 0.00 90.00 0.00 I 11 IF 0 5 1 5 P NATER SURFACE PROFILE - ELEMENT CARD LISTING ILEMENT NO 20 IS A JUNCTION ® *LAP';; . %rk`*''k e�-Vi- U/S DATA STATION INVERT SECT LAT -1 LAT -2 N ' 3763.74 1051.18 8 3 3 0.015 ELEMENT NO 21 IS A TRANSITION ' U/S DATA STATION INVERT SECT N 3768.74 1051.(200 6 0.015 �EMENT NO 22 IS A JUNCTION �`' *Lpr U/S DATA STATION INVERT SECT LAT -1 LAT -2 N � 3940.47 1051.89 6 1 0 0.015 �, 1EMENT NO 23 IS A JUNCTION zf'*\S U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 4058.47 1052.36 6 3 0 0.015 '.EMENT NO 24 IS A JUNCTION ® * usz- L'> -\s U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 4230.47 1054.22�y - 6 1 0 0.015 1EMENT NO 25 IS A JUNCTION bS .LAMK • U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 4327.24 1055.26 6 3 0 0.015 ELEMENT NO 26 IS A REACH tU/S DATA STATION INVERT SECT N /'^�x.4`340.00 1055.40 6 0.015 EMENT NO 27 IS A JUNCTION / i \ L.�F -QS- 1� U/S DATA TATION INVERT SECT LAT -1 LAT -2 N 4465.63 1055.90 6 4 0 0.015 1 1 PAGE NO 4 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 5.3 8.8 1052.43 1052.43 45.00 45.00 x x * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1.4 0.0 1052.89 0.00 90.00 0.00 x 03 04 * INVERT -3 INVERT -4 * PHI 3 PHI 4 6.4 0.0 1053.11 0.00 90.00 0.00 x * x 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1.5 0.0 1055.22 0.00 90.00 0.00 x x * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1.1 0.0 1056.01 0.00 90.00 0.00 RADIUS ANGLE AND PT MAN H 0.00 0.00 0.00 0 x x * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 8.1 0.0 1056.40 0.00 90.00 0.00 •' F 0 5 1 5 P ' WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 28 IS A TRANSITION U/S DATA STATION INVERT SECT N 4470.63 1055.92 4 0.015 ELEMENT NO 29 IS A REACH U/S DATA STATION INVERT SECT N ' 4599.82 1056.44 4 0.013 EMENT NO 30 IS A REACH U/S DATA STATION INVERT SECT N 4670.51 1056.72 4 0.013 EMENT NO 31 IS A REACH U/S DATA STATION INVERT SECT N 4723.92 1056.93 0.013 '.EMENT NO 32 IS A WALL ENTRANCE O GB 24 p e "` U U/S DATA STATION INVERT SECT FP 4723.92 1056.93 15 0.500 EMENT NO 33 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 4723.93 1056.94 15 8 0 0.015 ELEMENT NO 34 IS A TRANSITION U/S DATA STATION INVERT SECT N ' 4727.92 1056.95 15 0.015 EMENT NO 35 IS A WALL EXIT U/S DATA STATION INVERT SECT 4727.92 1056.95 4 'EMENT NO 36 IS A REACH U/S DATA STATION INVERT SECT N 484534 1057.38 4 0.013 EMENT NO 37 IS A WALL ENTRANCE q U/S DATA STAT 10 INVERT SECT FP 4845 34 1057 38 14 0 500 PAGE NO 5 RADIUS ANGLE ANG PT MAN H 0.00 45.00 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 * * * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 6.1 0.0 1055.04 0.00 90.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 LENT NO 38 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 4845.34 1057.38 14 0.00 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 .IENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "B"- PARCEL MAP 28530 TEMECULA REGIONAL MALL- USING CIPP FILE:1135BB OFILE:1135BO �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH �ELEM SO SF AVE HF NORM DEPTH xxx}a�Xxxxxxxxxxxxx+xxxxxx+xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx++xx+++++++++a++x:x........ l (>-'<vi` 1p U 005.00 1044.15 4.370 1048.520 191.5 9.46 1.390 1049.910 0.00 3.874 CT STR 0.00400 e LEX_ 1;b -k .003443 0.05 020.00 1044.21 5.594 1049.804 139.4 5.87 0.535 1050.339 0.00 3.289 JUNCT STR 0.00399 8Lp` --2. .002208 1.09 513.48 1046.18 4.624 1050.804 137.0 6.42 0.641 1051.445 0.00 3.259 JCT STR 0.00406 `� Lp.- Q 3 .002024 0.11 1570.08 1046.41 4.604 1051.014 130.0 6.12 0.582 1051.596 0.00 3.171 1 NS STR 0.00200 .002435 0.01 2575.08 1046.42 4.457 1050.877 130.0 7.03 0.768 1051.645 0.00 3.263 '177.89 0.00406 .003060 0.54 2752.97 1047.14 4.203 1051.345 130.0 7.38 0.845 1052.190 0.00 3.263 48.92 0.00406 .003218 0.16 01.89 1047.34 4.139 1051.479 130.0 7.48 0.869 1052.348 0.00 3.263 43.55 0.00390 .003291 0.14 F5.44 1047.51 4.095 1051.605 130.0 7.55 0.886 1052.491 0.00 3.263 JUNCT STR 0.00402 SU4�g- (:�-4 .003210 0.34 52.35 1047.94 4.119 1052.059 126.2 7.29 0.826 1052.885 0.00 3.214 TI'5 STR 0.00400 .004127 0.02 2957.35 1047.96 .3.829 1051.789 126.2 8.75 1.189 1052.978 0.00 3.307 itSTR 0.00400 1pttr Lpt• e, -.S .004915 0.10 2977.35 1048.04 4.021 1052.061 123.8 8.25 1.058 1053.119 0.00 3.276 JtT STR 0.00398 O', �- b .004452 0.48 3.723 3.723 3.785 PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 5.50 0.00 0.00 0 0.00 0.00 5.50 0.00 0.00 0 0.00 0.00 5.50 0.00 0.00 0 0.00 0.00 5.50 0.00 0.00 0 0.00 0.00 5.00 0.00 0.00 0 0.00 0.00 5.00 0.00 0.00 0 0.00 0.00 5.00 0.00 0.00 0 0.00 0.00 5.00 0.00 0.00 0 0.00 0.00 5.00 0.00 0.00 0 0.00 0.00 4.50 0.00 0.00 0 0.00 0.00 4.50 0.00 0.00 0 0.00 0.00 �ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "B"- PARCEL MAP 28530 TEMECULA REGIONAL MALL- USING CIPP FILE:1135BB OFILE:113580 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR ***#*#**********t#**t**ttt###7777777**#*7777777***tt***************+***##***#++###4##f##f#t#+t+#t##tt##tt####tt++t++t*++******** 085.35 1048.47 4.324 1052.794 118.7 7.56 0.888 1053.682 0.00 3.207 4.50 0.00 0.00 0 0.00 66.93 0.00403 .004236 0.28 4.500 0.00 152.28 1048.74 4.340 1053.080 118.7 7.55 0.885 1053.965 0.00 3.207 4.50 0.00 0.00 0 0.00 43.20 0.00394 .004252 0.18 4.500 0.00 1195.48 7.54 1054.149 0.00 3.207 4.50 1048.91 4.357 1053.267 118.7 0.882 0.00 0.00 0 0.00 CT STR 0.00402 ! ( Ll.�.aL �Gti .003008 0.30 0.00 295.08 1049.31 5.188 1054.498 71.4 4.49 0.313 1054.811 0.00 2.465 4.50 0.00 0.00 0 0.00 �NS STR 0.00200 .002522 0.01 0.00 3300.08 1049.32 5.039 1054.359 - 71.4 5.68 0.501 1054.860 0.00 2.555 4.00 0.00 0.00 0 0.00 �1CT STR 0.00461 �� upsz• .003012 0.07 0.00 323.93 1049.43 5.131 1054.561 65.1 5.18 0.417 1054.978 0.00 2.436 4.00 0.00 0.00 0 0.00 CT STR 0.00404 O LaX . e> .002340 0.24 0.00 1425.41 1049.84 5.096 1054.936 54.9 4.37 0.296 1055.232 0.00 2.228 4.00 0.00 0.00 0 0.00 JUNCT STR 0.00394 (5i) us:� - (a> --1 .001821 0.24 0.00 554.87 1050.35 4.885 1055.235 51.3 4.08 0.259 1055.494 0.00 2.150 4.00 0.00 0.00 0 0.00 CT STR (670.00 0.00400 � C_� r -s-10 .001571 0.18 0.00 1050.81 4.683 1055.493 47.3 3.76 0.220 1055.713 0.00 2.061 4.00 0.00 0.00 0 0.00 ICT STR 0.00395 6n1 tai - b_i k .a. L,4��- &`Z001077 0.10 0.00 3763.74 1051.18 4.533 1055.713 ' 33.2 2.64 0.108 1055.821 0.00 1.713 4.00 0.00 0.00 0 0.00 INS STR 0.00400 .002005 0.01 0.00 3768.74 1051.20 4.336 1055.536 33.2 4.70 0.343 1055.879 0.00 1.871 3.00 0.00 0.00 0 0.00 ICT STR 0.00402 ® ��i� 6-\--b .003162 0.54 0.00 IENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "B"- PARCEL MAP 28530 - ' TEMECULA REGIONAL MALL- USING CIPP FILE:1135BB OFILE:1135BO �ATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR ++++++++++++++xxxxx+x++x++xx++xxxx++++x++x++++x+++xxxxxxxxxxxxxxxxx++++++++xxxx+xxxxxxxxxxxxxx wwwxx+xx+++x+x+x+x++++++++++x++xx+ 940.47 1051.89 4.245 1056.135 31.8 4.50 0.314 1056.449 0.00 1.829 3.00 0.00 0.00 0 0.00 UNCT STR 0.00398 0 L.Pr, V- \ A/ .002478 0.29 0.00 058.47 1052.36 4.295 1056.655 25.4 3.59 0.200 1056.855 0.00 1.627 3.00 0.00 0.00 0 0.00 JUNCT STR 0.01081 ® („pT,'. Q-\5 .001708 0.29 0.00 1230.47 1054.22 2.762 1056.982 23.9 3.51 0.191 1057.173 0.00 1.576 3.00 0.00 0.00 0 0.00 CT STR 0.01075 65 «� \16 .002560 0.25 0.00 4327.24 1055.26 1.769 1057.029 22.8 5.26 0.429 1057.458 0.00 1.537 3.00 0.00 0.00 0 0.00 ' 3.55 0.01097 .003874 0.01 1.275 0.00 4330.79 1055.30 1.701 1057.000 22.8 5.51 0.472 1057.472 0.00 1.537 3.00 0.00 0.00 0 0.00 ' 0.25 0.01097 0.00 1.275 0.00 .004112 j.331.04 1055.30 1.701 1057.003 22.8 5.51 0.472 1057.475 0.00 1.537 3.00 0.00 0.00 0 0.00 RAULIC JUMP 0.00 331.04 1055.30 1.374 1056.676 22.8 7.22 0.810 1057.486 0.00 1.537 3.00 0.00 0.00 0 0.00 4.92 0.01097 .007918 0.04 1.275 0.00 335.96 1055.36 1.425 1056.781 22.8 6.89 0.736 1057.517 0.00 1.537 3.00 0.00 0.00 0 0.00 3.22 0.01097 .006964 0.02 1.275 0.00 339.18 1055.39 1.479 1056.870 22.8 6.56 0.669 1057.539 0.00 1.537 3.00 0.00 0.00 0 0.00 ' 0.82 0.01097 .006125 0.01 1.275 0.00 4340.00 1055.40 1.537 1056.937 22.8 6.26 0.608 1057.545 0.00 1.537 3.00 0.00 0.00 0 0.00 ICT STR 0.00398 O Ull-- (-'>-\, 0.41 0.00 .003298 4465.63 1055.90 2.155 1058.055 14.7 2.71 0.114 1058.169 0.00 1.222 3.00 0.00 0.00 0 0.00 INS STR 0.00400 .002970 0.01 0.00 i,ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P 470.63 1055.92 1.967 1057.887 129.19 0.00402 ,599.82 1056.44 1.926 1058.366 70.69 0.00396 1670.51 1056.72 1.901 1058.621 53.41 0.00393 723.92 1056.93 1.882 1058.812 �LL ENTRANCE O C-6, 61- 4723.92 1 4723.92 1056.93 2.514 1059.444 ,'ICT STR 1.00000 723.93 1056.94 2.548 1059.488 NS STR 0.00251 727.92 1056.95 2.538 1059.488 WALL EXIT 1727.92 1056.95 2.538 1059.488 1 4117.42 0.00366 845.34 1057.38 2.278 1059.658 �LL ENTRANCE (�) C_(3, 4845.34 1057.38 2.488 1059.868 1 14.7 4.70 0.342 1058.229 WATER SURFACE PROFILE LISTING 0.00 .003750 STORM DRAIN LINE "B"- PARCEL MAP 28530 14.7 4.74 0.348 1058.714 TEMECULA REGIONAL MALL- USING CIPP 1.382 FILE:1135BB 0.26 OFILE:1135BO 0 'ATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL 2.00 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH MELEM SO 0.357 1059.169 SF AVE HF NORM DEPTH 470.63 1055.92 1.967 1057.887 129.19 0.00402 ,599.82 1056.44 1.926 1058.366 70.69 0.00396 1670.51 1056.72 1.901 1058.621 53.41 0.00393 723.92 1056.93 1.882 1058.812 �LL ENTRANCE O C-6, 61- 4723.92 1 4723.92 1056.93 2.514 1059.444 ,'ICT STR 1.00000 723.93 1056.94 2.548 1059.488 NS STR 0.00251 727.92 1056.95 2.538 1059.488 WALL EXIT 1727.92 1056.95 2.538 1059.488 1 4117.42 0.00366 845.34 1057.38 2.278 1059.658 �LL ENTRANCE (�) C_(3, 4845.34 1057.38 2.488 1059.868 1 14.7 4.70 0.342 1058.229 0.00 1.382 0.00 .003750 0.48 2.00 0.00 14.7 4.74 0.348 1058.714 0.00 1.382 .003673 0.26 0.00 0 14.7 4.77 0.353 1058.974 0.00 1.382 2.00 0.00 .003653 0.20 0.00 14.7 4.79 0.357 1059.169 0.00 1.382 14.7 1.46 0.033 1059.477 0.00 0.749 .000126 0.00 8.6 0.84 0.011 1059.499 0.00 0.524 .000063 0.00 8.6 0.85 0.011 1059.499 0.00 0.524 1.690 1.700 1.710 8.6 2.74 0.116 1059.604 0.00 1.046 .001445 0.17 1.150 8.6 2.74 0.116 1059.774 0.00 1.046 8.6 0.86 0.012 1059.880 0.00 0.524 PAGE 4 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 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 2.00 0.00 0.00 0 0.00 0.00 5.51 4.00 0.00 0 0.00 0.00 5.51 4.00 0.00 0 0.00 0.00 5.51 4.00 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 3.32 4.00 0.00 0 0.00 ' F 0 5 1 5 P ' WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL B-1"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL DING LINE NO 3 IS - FttE:113581 Of]LE:1135810 1 11 PAGE NO 3 Dt: 1071771997 TIME: 13:31 ' F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING [1 11 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE t NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 ' 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 ' 9 4 4.50 10 4 5.00 CD 11 4 - 5.50 12 4 6.00 ' 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 7.00 [1 11 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING LENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1044.71 9 1049.79 ELEMENT NO 2 IS A REACH t U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1045.00 1044.89 9 0.015 0.00 0.00 0.00 0 EMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1045.00 1044.89 9 0.00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING IWARNING NO.2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 'CENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-1"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B1 OFILE:1135810 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL 0.00 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH �ELEM SO •++++:.+++++++++::++:+++++:+++++++...................+............................................ SF AVE HF NORM DEPTH 1 1000.00 1044.71 5.080 1049.790 45.00 0.00400 045.00 1044.89 4.970 1049.860 1 1 PAGE i HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 67.4 4.24 0.279 1050.069 0.00 2.392 4.50 0.00 0.00 0 0.00 .001564 0.07 2.578 0.00 67.4 4.24 0.279 1050.139 0.00 2.392 4.50 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 - ' STORM DRAIN LINE "LATERAL B-2"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL f�DING LINE NO 3 IS - FILE :113582 DFI LE:113582Q [] I I IE: 10/17/1997 TIME: 13:31 ' F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 13 3 1 SECT CHN NO OF AVE PIER HEIGHT 1 BASE 0.00 IRD DE NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 7.00 0.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 ' 12 4 6.00 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP I 1 1 1 1] 11 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.00 7.00 0.00 0.00 0.00 I 1 1 1 1] 11 F 0 5 1 5 P PAGE NO 2 1 11 WATER SURFACE PROFILE - ELEMENT CARD LISTING ' ELEMENT NO 1 IS A SYST &LET U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1048.18 3 1050.78 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1099.85 1057.00 3 0.010 0.00 0.00 0.00 0 EMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1099.85 1057.00 14 0.500 �EMENT NO 4 IS A SYSTEM HEADWORKS pj, * U/S DATA STATION INVERT SECT W S ELEV 1099.85 1057.00 14 0.00 EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HOWKDS, W.S.ELEV = INV + DC 1 11 INSEE: L R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-2"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B2 OFILE:1135B20 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER JLEM SO SF AVE HF NORM DEPTH 2R ���awwaaaaaaaaaaaaaaa:taaaaaaaa wwaaaaaaaaaaaaaaaaaaaawwaawaaaaaa aaaaaatwataaaaaaaaaaaaaaww+++��wwawa+wwwaa*�aawawwwwwawaaaaaaaa 00.00 1048.18 600 1050.780 2.3 1.30 0.026 1050.806 0.00 0.573 1.50 0.00 0.00 0 0.00 12.49 0.08833 .000281 0.00 0.240 0.00 12.49 1049.28 1.500 1050.784 2.3 1.30 0.026 1050.810 0.00 0.573 1.50 0.00 0.00 0 0.00 1.55 0.08833 .000263 0.00 0.240 0.00 114.04 1049.42 1.360 1050.780 2.3 1.36 0.029 1050.809 0.00 0.573 1.50 0.00 0.00 0 0.00 0.88 0.08833 .000257 0.00 0.240 0.00 014.92 1049.50 1.280 1050.778 2.3 1.43 0.032 1050.810 0.00 0.573 1.50 0.00 0.00 0 0.00 ' 0.72 0.08833 .000278 0.00 0.240 0.00 1015.64 1049.56 1.213 1050.775 2.3 1.50 0.035 1050.810 0.00 0.573 1.50 0.00 0.00 0 0.00 ' 0.41 0.08833 0.00 0.240 0.00 .000305 16.05 1049.60 1.155 1050.753 2.3 1.58 0.039 1050.792 0.00 0.573 1.50 0.00 0.00 0 0.00 H ULIC JUMP 0.00 16.05 1049.60 0.243 1049.841 2.3 12.37 2.374 1052.215 0.00 0.573 1.50 0.00 0.00 0 0.00 24.12 0.08833 .085954 2.07 0.240 0.00 40.17 1051.73 0.245 1051.973 2.3 12.23 2.324 1054.297 0.00 0.573 1.50 0.00 0.00 0 0.00 21.99 0.08833 .079099 1.74 0.240 0.00 62.16 1053.67 0.253 1053.924 2.3 11.68 2.117 1056.041 0.00 0.573 1.50 0.00 0.00 0 0.00 ' 9.52 0.08833 .069014 0.66 0.240 0.00 1071.68 1054.51 0.261 1054.773 2.3 11.11 1.917 1056.690 0.00 0.573 1.50 0.00 0.00 0 0.00 ' 5.89 0.08833 .060250 0.35 0.240 0.00 77.57 1055.03 0.270 1055.302 2.3 10.60 1.744 1057.046 0.00 0.573 1.50 0.00 0.00 0 0.00 4.19 0.08833 .052638 0.22 0.240 0.00 1 [ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-2"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B2 OFILE:1135B20 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL MGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER VELEM SO SF AVE HF NORM DEPTH ZR 081.76 1055.40 0.279 1055.681 2.3 10.09 1.580 1057.261 0.00 0.573 1.50 0.00 0.00 0 0.00 3.17 0.08833 .046008 0.15 0.240 0.00 084.93 1055.68 0.289 1055.972 2.3 9.62 1.438 1057.410 0.00 0.573 1.50 0.00 0.00 0 0.00 2.54 0.08833 .040192 0.10 0.240 0.00 11087.47 1055.91 0.298 1056.205 2.3 9.20 1.314 1057.519 0.00 0.573 1.50 0.00 0.00 0 0.00 2.03 0.08833 .035119 0.07 0.240 0.00 1089.50 1056.09 0.309. 1056.395 2.3 8.75 1.188 1057.583 0.00 0.573 1.50 0.00 0.00 0 0.00 1.71 0.08833 .030708 0.05 0.240 0.00 1091.21 1056.24 0.319 1056.556 2.3 8.36 1.086 1057.642 0.00 0.573 1.50 0.00 0.00 0 0.00 ' 1.42 0.08833 0.04 0.240 0.00 .026826 092.63 1056.36 0.330 1056.692 2.3 7.96 0.983 1057.675 0.00 0.573 1.50 0.00 0.00 0 0.00 1.21 0.08833 .023447 0.03 0.240 0.00 093.84 1056.47 0.341 1056.810 2.3 7.59 0.895 1057.705 0.00 0.573 1.50 0.00 0.00 0 0.00 1.02 0.08833 .020498 0.02 0.240 0.00 '1094.86 1056.56 0.353 1056.913 2.3 7.23 0.812 1057.725 0.00 0.573 1.50 0.00 0.00 0 0.00 0.89 0.08833 0.02 0.240 0.00 .017927 095.75 1056.64 0.365 1057.002 2.3 6.91 0.741 1057.743 0.00 0.573 1.50 0.00 0.00 0 0.00 ' 0.74 0.08833 .015682 0.01 0.240 0.00 1096.49 1056.70 0.378 1057.081- 2.3 6.59 0.674 1057.755 0.00 0.573 1.50 0.00 0.00 0 0.00 ' 0.65 0.08833 .013721 0.01 0.240 0.00 097.14 1056.76 0.391 1057.151 2.3 6.27 0.610 1057.761 0.00 0.573 1.50 0.00 0.00 0 0.00 0.56 0.08833 .011997 0.01 0.240 0.00 ICENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-2"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B2 OFILE:1135B20 �ATION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH �ELEM SO SF AVE HF NORM DEPTH ................ PAGE 3 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1097.70 1056.81 0.404 1057.214 2.3 5.99 0.557 1057.771 0.00 0.573 1.50 0.00 0.00 0 0.00 0.46 0.08833 .010492 0.00 0.240 0.00 ,1098.16 1056.85 0.418 1057.269 2.3 5.71 0.506 1057.775 0.00 0.573 1.50 0.00 0.00 0 0.00 0.40 0.08833 .009185 0.00 0.240 0.00 11098.56 1056.89 0.433 1057.319 2.3 5.44 0.459 1057.778 0.00 0.573 1.50 0.00 0.00 0 0.00 '0.33 0.08833 .008042 0.00 0.240 0.00 1098.89 1056.91 0.448 1057.363 2.3 5.19 0.419 1057.782 0.00 0.573 1.50 0.00 0.00 0 0.00 ' 0.28 0.08833 .007036 0.00 0.240 0.00 1099.17 1056.94 0.463 1057.403 2.3 4.95 0.380 1057.783 0.00 0.573 1.50 0.00 0.00 0 0.00 ' 0.21 0.08833 0.00 0.240 0.00 .006160 ,1099.38 1056.96 0.480 1057.439 2.3 4.71 0.345 1057.784 0.00 0.573 1.50 0.00 0.00 0 0.00 0.18 0.08833 .005399 0.00 0.240 0.00 099.56 1056.97 0.497 1057.471 2.3 4.49 0.313 1057.784 0.00 0.573 1.50 0.00 0.00 0 0.00 0.14 0.08833 .004729 0.00 0.240 0.00 099.70 1056.99 0.514 1057.500 2.3 4.28 0.285 1057.785 0.00 0.573 1.50 0.00 0.00 0 0.00 0.08 0.08833 .004144 0.00 0.240 0.00 099.78 1056.99 0.533 1057.527 2.3 4.09 0.259 1057.786 0.00 0.573 1.50 0.00 0.00 0 0.00 0.05 0.08833 .003635 0.00 0.240 0.00 1099.83 1057.00 0.552 1057.550 2.3 3.90 0.236 1057.786 0.00 0.573 1.50 0.00 0.00 0 0.00 ' 0.02 0.08833 .003177 0.00 0.240 0.00 1099.85 1057.00 0.573 1057.573 2.3 3.70 0.213 1057.786 0.00 0.573 1.50 0.00 0.00 0 0.00 ILL ENTRANCE �.(�j , �_ Z. \ 0.00 1 JENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 4 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-2"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B2 OFILE:1135B20 'ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SO SF AVE HF NORM DEPTH ZR �ELEM 099.85 1057.00 0.880 1057.880 2.3 0.37 0.002 1057.882 0.00 0.150 4.00 7.00 0.00 0 0.00 V C> 6 I_ o 1 1 1 1 ' F 0 5 1 5 P 1 [1 11 PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING ADING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B-3"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL DING LINE NO 3 IS - FILE:113563 OFILE:1135830 1 [1 11 PAGE NO 3 IE: 10/17/1997 TIME: 13:32 FCHANNEL NATER SURFACE PROFILE - CHANNEL DEFINITION LISTING 1 1 u 11 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE 10E NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 7.00 1 1 u 11 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 ' F 0 5 1 5 P 1 W S ELEV 1051.05 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 8.72 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 4 f 4 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2.2 0.0 1053.25 0.00 60.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 7.63 0.00 0 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 4.8 0.0 1054.53 0.00 60.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 10.79 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 10.40 0.00 0 4 * * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 0.4 0.0 1055.94 0.00 45.00 0.00 NATER SURFACE PROFILE - ELEMENT CARD LISTING EMENT NO 1 ISA SYSTEM OUTLET �b`� UP1C' 16 U/S DATA STATION INVERT SECT ' 1000.00 1048.41 3 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N ' 1000.01 1048.42 3 0.010 EMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N 1059.82 1053.09 3 0.010 EMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N 1060.00 1053.11\ 3 0.010 � �' EMENT NO 5 IS A JUNCTION k up� • *' U/S DATA S ATION INVERT SECT LAT -1 LAT -2 N 1073.57 1053.25 3 3 0 0.010 EMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N 1147.34 1053.98 3 0.010 O G. P�? L ELEMENT NO 7 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N ' 1200.24 1054.51 3 3 0 0.010 EMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N 1200.25 1054.52 3 0.010 NO 9 IS A REACH 'EMENT U/S DATA STATION INVERT SECT N 1278.82 1055.30 3 0.010 'EMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT N 1291.74 1055.43 3 0.010 ,EMENT NO 11 IS A JUNCTION 101 U/S DATA STATION INVERT SECT LAT -1 LAT -2 N ' 1343.30 1055.94 3 3 0 0.010 1 W S ELEV 1051.05 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 8.72 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 4 f 4 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2.2 0.0 1053.25 0.00 60.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 7.63 0.00 0 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 4.8 0.0 1054.53 0.00 60.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 10.79 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 10.40 0.00 0 4 * * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 0.4 0.0 1055.94 0.00 45.00 0.00 0 5 1 5 F P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING VENT NO 12 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1343.31 1055.95 3 0.010 0.00 19.28 0.00 0 ELEMENT NO 13 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1438.87 1056.90 3 0.010 0.00 0.00 0.00 0 MENT NO 14 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1442.16 1056.93 3 0.010 0.00 45.00 0.00 0 �MENT NO 15 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1477.50 1057.29 3 0.010 0.00 0.00 0.00 0 �MENT NO 16 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1481.49 1057.32 3 0.010 0.00 0.00 0.00 0 IMENT NO 17 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP ' 1481.49 1057.32 14 0.500 ELEMENT NO 18 IS A SYSTEM HEADWORKS � (�.b- 95 z' U/S DATA STATION INVERT SECT W S ELEV ' 1481.49 1057.32 14 0.00 NO EDIT ERRORS ENCDUNTERED-COMPUTATION IS NOW BEGINNING *�ARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 'CENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-3"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B3 OFILE:1135B30 �ATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH �ELEM SO SF AVE HF _`NORM DEPTH .....................«----------------------------- to 1,10.'"6, '1000. 1048.41 2.640 1051.050 0.01 1.00000 000.01 1048.42 2.653 1051.073 3.37 0.07808 ,1003.38 1048.68 2.422 1051.105 RAULIC JUMP 003.38 1048.68 0.527 1049.210 9.35 0.07808 1012.73 1049.41 0.545 1049.958 9.17 0.07808 021.90 1050.13 0.565 1050.695 7.01 0.07808 1028.91 1050.68 0.585 1051.262 5.55 0.07808 034.46 1051.11 0.606 1051.716 4.49 0.07808 1038.95 1051.46 0.629 1052.090 ' 3.73 0.07808 1042.68 1051.75 0.652 1052.404 3.13 0.07808 1045.81 1052.00 0.676 1052.672 ' 2.63 0.07808 8.6 4.87 0.368 1051.418 0.00 1.136 0.250 .003966 0.00 - 8.6 4.87 0.368 1051.441 0.00 1.136 0.480 .003966 0.01 8.6 4.87 0.368 1051.473 0.00 1.136 8.6 15.52 3.742 1052.952 0.00 1.136 0.250 .053060 0.50 8.6 14.80 3.402 1053.360 0.00 1.136 0.480 .046534 0.43 8.6 14.12 3.097 1053.792 0.00 1.136 .040818 0.29 8.6 13.46 2.813 1054.075 0.00 1.136 0.480 .035799 0.20 8.6 12.84 2.558 1054.274 0.00 1.136 0.480 .031435 0.14 8.6 12.23 2.324 1054.414 0.00 1.136 0.480 .027619 0.10 8.6 11.67 2.114 1054.518 0.00 1.136 0.480 .024262 0.08 8.6 11.13 1.922 1054.594 0.00 1.136 0.480 .021323 0.06 PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 0.480 0.00 1.50 0.00 0.00 0 0.00 0.250 0.00 1.50 0.00 0.00 0 0.00 0.480 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.480 0.00 1.50 0.00 0.00 0 0.00 0.480 0.00 1.50 0.00 0.00 0 0.00 0.480 0.00 1.50 0.00 0.00 0 0.00 0.480 0.00 1.50 0.00 0.00 0 0.00 0.480 0.00 1.50 0.00 0.00 0 0.00 0.480 0.00 1.50 0.00 0.00 0 0.00 0.480 0.00 1.50 0.00 0.00 0 0.00 0.480 0.00 L'ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:113583 OFILE:1135B30 'ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SO SF AVE HF NORM DEPTH ZR �ELEM 048.44 1052.20 0.701 1052.903 8.6 10.60 1.746 1054.649 0.00 1.136 1.50 0.00 0.00 0 - 0.00 2.24 0.07808 .018748 0.04 0.480 0.00 ,050.68 1052.38 0.727 1053.103 8.6 10.11 1.586 1054.689 0.00 1.136 1.50 0.00 0.00 0 0.00 1.89 0.07808 .016500 0.03 0.480 0.00 '052.57 1052.52 0.755 1053.279 8.6 9.64 1.443 1054.722 0.00 1.136 1.50 0.00 0.00 0 0.00 1.61 0.07808 .014535 0.02 0.480 0.00 54.18 1052.65 0.784 1053.433 8.6 9.19 1.311 1054.744 0.00 1.136 1.50 0.00 0.00 0 0.00 1.35 0.07808 .012817 0.02 0.480 0.00 1055.53 1052.76 0.815 1053.570 8.6 8.77 1.193 1054.763 0.00 1.136 1.50 0.00 0.00 0 0.00 ' 1.14 0.07808 .011311 0.01 0.480 0.00 1056.67 1052.84 0.847 1053.691 8.6 8.36 1.085 1054.776 0.00 1.136 1.50 0.00 0.00 0 0.00 ' 0.95 0.07808 .009990 0.01 0.480 0.00 57.62 1052.92 0.881 1053.799 8.6 7.97 0.986 1054.785 0.00 1.136 1.50 0.00 0.00 0 0.00 0.78 0.07808 .008837 0.01 0.480 0.00 158.40 1052.98 0.917 1053.896 8.6 7.60 0.896 1054.792 0.00 1.136 1.50 0.00 0.00 0 0.00 0.62 0.07808 .007828 0.00 0.480 0.00 159.02 1053.03 0.955 1053.982 8.6 7.25 0.815 1054.797 0.00 1.136 1.50 0.00 0.00 0 0.00 ' 0.47 0.07808 .006943 0.00 0.480 0.00 1059.49 1053.07 0.995 1054.060 8.6 6.91 0.741 1054.801 0.00 1.136 1.50 0.00 0.00 0 0.00 0.33 0.07808 .006174 0.00 0.480 0.00 1059.82 1053.09 1.039 1054.129 8.6 6.58 0.673 1054.802 0.00 1.136 1.50 0.00 0.00 0 0.00 0.13 0.11111 .005515 0.00 0.440 0.00 ENSEE: R.B.F. 8 - ASSOC. SAN DIEGO - F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-311- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B3 OFILE:1135B30 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR +++x+++++++++xx++++++++x+xxx+++++++++++xxxx++++++++++++xxxxx++++++++++++x+xxx++++++++++x+xxxx+++++++++++++xx++++++++++xxx++++++x 059.95 1053.11 1.084 1054.189 8.6 6.29 0.614 1054.803 0.00 1.136 1.50 0.00 0.00 0 0.00 0.05 0.11111 .004938 0.00 0.440 0.00 ' 060.00 1053.11 1.136 1054.246 8.6 5.99 0.557 1054.803 0.00 1.136 1.50 0.00 0.00 0 0.00 JUNCT STR 0.01032 �� LQ� (�-3.� .003430 0.05 0.00 1073.57 1053.25 1.565 1054.815 6.4 3.62 0.204 1055.019 0.00 0.978 1.50 0.00 0.00 0 0.00 9.03 0.00990 .002173 0.02 0.720 0.00 082.60 1053.34 1.500 1054.839 6.4 3.62 0.204 1055.043 0.00 0.978 1.50 0.00 0.00 0 0.00 t15.07 0.00990 .002034 0.03 0.720 0.00 1097.67 1053.49 1.360 1054.849 6.4 3.80 0.224 1055.073 0.00 0.978 1.50 0.00 0.00 0 0.00 7.29 0.00990 .001988 0.01 0.720 0.00 104.96 1053.56 1.280 1054.841 6.4 3.99 0.247 1055.088 0.00 0.978 1.50 0.00 0.00 0 0.00 4.39 0.00990 .002154 0.01 0.720 0.00 ,109.35 1053.60 1.213 1054.817 6.4 4.18 0.271 1055.088 0.00 0.978 1.50 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 09.35 1053.60 0.743 1054.347 6.4 7.33 0.835 1055.182 0.00 0.978 1.50 0.00 0.00 0 0.00 0.06 0.00990 .008529 0.00 0.720 0.00 09.41 1053.61 0.771 1054.376 6.4 6.99 0.758 1055.134 0.00 0.978 1.50 0.00 0.00 0 0.00 16.36 0.00990 .007514 0.12 0.720 0.00 1125.77 1053.77 0.801 1054.567 6.4 6.67 0.690 1055.257 0.00 0.978 1.50 0.00 0.00 0 0.00 ' 9.69 0.00990 .006627 0.06 0.720 0.00 1135.46 1053.86 0.832 1054.694 6.4 6.36 0.627 1055.321 0.00 0.978 1.50 0.00 0.00 0 0.00 5.93 0.00990 .005849 0.03 0.720 0.00 �ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 4 WATER SURFACE PROFILE LISTING - STORM DRAIN LINE "LATERAL B-3"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B3 OFILE:1135B30 �ATION INVERT DEPTH U.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR xxxx+++r+rrxxx++++++r++rxxx++++r++rrrrrrrxxxx+x++++rr++r+rrrrrxxrxxx+++++++++rrrxxxxxx++++++++rrxrr rxx+xx++++++xrrrrrxxx+++++rrr 141.39 1053.92 0.865 1054.786 6.4 6.06 0.570 1055.356 0.00 0.978 1.50 0.00 0.00 0 0.00 3.55 0.00990 .005170 0.02 0.720 0.00 144.94 1053.96 0.900 1054.856 6.4 5.78 0.518 1055.374 0.00 0.978 1.50 0.00 0.00 0 0.00 1.90 0.00990 .004576 0.01 0.720 0.00 146.84 1053.97 0.937 1054.912 6.4 5.51 0.471 1055.383 0.00 0.978 1.50 0.00 0.00 0 0.00 0.50 0.00990 .004052 0.00 0.720 0.00 147.34 1053.98 0.978 1054.958 6.4 5.25 0.427 1055.385 0.00 0.978 1.50 0.00 0.00 0 0.00 �CT STR 0.01002 sLam. O -3 'L .002018 0.11 0.00 1200.24 1054.51 0.990 1055.500 1.6 1.29 0.026 1055.526 0.00 0.475 1.50 0.00 0.00 0 0.00 0.01 1.00000 .000233 0.00 0.100 0.00 1200.25 1054.52 0.980 1055.500 1.6 1.31 0.027 1055.527 0.00 0.475 1.50 0.00 0.00 0 0.00 3.82 0.00993 .000252 0.00 0.340 0.00 ,204.07 1054.56 0.940 1055.498 1.6 1.37 0.029 1055.527 0.00 0.475 1.50 0.00 0.00 0 0.00 3.54 0.00993 .000284 0.00 0.340 0.00 207.61 1 1054.59 0.903 1055.496 1.6 1.44 0.032 1055.528 0.00 0.475 1.50 0.00 0.00 0 0.00 3.31 0.00993 .000321 0.00 0.340 0.00 1210.92 1054.63 0.868 1055.494 1.6 1.51 0.035 1055.529 0.00 0.475 1.50 0.00 0.00 0 0.00 ' 3.18 0.00993 .000362 0.00 0.340 0.00 1214.10 1054.66 0.834 1055.492 1.6 1.58 0.039 1055.531 0.00 0.475 1.50 0.00 0.00 0 0.00 ' 2.85 0.00993 .000411 0.00 0.340 0.00 1216.95 1054.69 0.803 1055.489 1.6 1.66 0.043 1055.532 0.00 0.475 1.50 0.00 0.00 0 0.00 2.72 0.00993 .000465 0.00 0.340 0.00 IENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 5 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B3 OFILE:1135830 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR 219.67 1054.71 0.773 1055.486 1.6 1.74 0.047 1055.533 0.00 0.475 1.50 0.00 0.00 0 0.00 2.58 0.00993 .000528 0.00 0.340 0.00 222.25 1054.74 0.744 1055.482 1.6 1.83 0.052 1055.534 0.00 0.475 1.50 0.00 0.00 0 0.00 2.34 0.00993 .000600 0.00 0.340 0.00 224.59 1054.76 0.717 1055.479 1.6 1.92 0.057 1055.536 0.00 0.475 1.50 0.00 0.00 0 0.00 2.20 0.00993 .000682 0.00 0.340 0.00 226.79 1054.78 0.691 1055.474 1.6 2.01 0.063 1055.537 0.00 0.475 1.50 0.00 0.00 0 0.00 2.04 0.00993 .000775 0.00 0.340 0.00 1228.83 1054.80 0.666 1055.470 1.6 2.11 0.069 1055.539 0.00 0.475 1.50 0.00 0.00 0 0.00 1.78 0.00993 .000883 0.00 0.340 0.00 1230.61 1054.82 0.643 1055.464 1.6 2.21 0.076 1055.540 0.00 0.475 1.50 0.00 0.00 0 0.00 0.48 0.00993 .001007 0.00 0.340 0.00 231.09 1054.83 0.620 1055.446 1.6 2.32 0.083 1055.529 0.00 0.475 1.50 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 231.09 1 1054.83 0.340 1055.166 1.6 5.32 0.439 1055.605 0.00 0.475 1.50 0.00 0.00 0 0.00 7.10 0.00993 .010367 0.07 0.340 0.00 1238.19 1054.90 0.347 1055.244 1.6 5.16 0.414 1055.658 0.00 0.475 1.50 0.00 0.00 0 0.00 ' 40.63 0.00993 .009300 0.38 0.340 0.00 1278.82 1055.30 0.359 1055.659 1.6 4.92 0.376 1056.035 0.00 0.475 1.50 0.00 0.00 0 0.00 ' 3.79 0.01006 .008516 0.03 0.340 0.00 1282.61 1055.34 0.362 1055.700 1.6 4.86 0.367 1056.067 0.00 0.475 1.50 0.00 0.00 0 0.00 9.13 0.01006 .007834 0.07 0.340 0.00 L'ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-3"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B3 OFILE:1135B30 'ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH �ELEM SO SF AVE HF NORM DEPTH ...+...+++..++.++.++.:.::.......::........+++++. ++++++..+ ......... ......... PAGE 6 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR .__.__......___------------------------- ___.... 291.74 1055.43 0.375 1055.805 1.6 4.62 0.332 1056.137 0.00 0.475 1.50 0.00 0.00 0 0.00 1 JUNCT STR 0.00989 ��1 Lpl�, $-3-�> .008973 0.46 0.00 43.30 1055.94 0.296 1056.236 1.2 4.86 0.367 1056.603 0.00 0.410 1.50 0.00 0.00 0 0.00 0.01 1.00000 .010351 0.00 0.100 0.00 '343.31 1055.95 0.300 1056.250 1.2 4.76 0.352 1056.602 0.00 0.410 1.50 0.00 0.00 0 0.00 0.00994 .010070 0.96 0.300 0.00 195.56 438.87 1056.90 0.300 1057.200 1.2 4.76 0.352 1057.552 0.00 0.410 1.50 0.00 0.00 0 0.00 3.29 0.00912 .009834 0.03 0.300 0.00 1442.16 1056.93 0.304 1057.234 1.2 4.69 0.341 1057.575 0.00 0.410 1.50 0.00 0.00 0 0.00 ' 5.08 0.01019 0.05 0.300 0.00 .009503 447.24 1056.98 0.305 1057.287 1.2 4.65 0.336 1057.623 0.00 0.410 1.50 0.00 0.00 0 0.00 14.95 0.01019 .008809 0.13 0.300 0.00 62.19 1057.13 0.315 1057.449 1.2 4.44 0.307 1057.756 0.00 0.410 1.50 0.00 0.00 0 0.00 6.76 0.01019 .007698 0.05 0.300 0.00 68.95 1057.20 0.326 1057.529 1.2 4.23 0.277 1057.806 0.00 0.410 1.50 0.00 0.00 0 0.00 4.13 0.01019 .006730 0.03 0.300 0.00 73.08 1057.24 0.337 1057.582 1.2 4.04 0.253 1057.835 0.00 0.410 1.50 0.00 0.00 0 0.00 2.79 0.01019 .005879 0.02 0.300 0.00 1475.87 1057.27 0.348 1057.621 1.2 3.85 0.230 1057.851 0.00 0.410 1.50 0.00 0.00 0 0.00 ' 1.63 0.01019 .005141 0.01 0.300 0.00 11477.50 1057.29 0.361 1057.651 1.2 3.67 0.209 1057.860 0.00 0.410 1.50 0.00 0.00 0 0.00 1.62 0.00752 .004581 0.01 0.320 0.00 JENSEE: 1057.30 0.369 1057.671 1.2 3.55 0.196 R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 7 0.00 0.00 WATER SURFACE PROFILE LISTING 1.39 0.00752 STORM DRAIN LINE "LATERAL B-3"- PARCEL MAP 28530 .004091 ' TEMECULA REGIONAL MALL 0.320 0.00 FILE:113583 OFILE:1135830 480.51 1057.31 �ATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 0.00 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 0 SO 0.80 SF AVE HF NORM DEPTH ZR �ELEM xxxxxx++++++xxxxxx+++++xxxxxx+++++++++++++x+x+xxxxxx++x++++++x++x++xxxxxxxxxxx+++++xx+x++xx+xxxxx++++++++xxxxxxxxx+++++++xxxxx+x .003579 '1479.12 1057.30 0.369 1057.671 1.2 3.55 0.196 1057.867 0.00 0.410 1.50 0.00 0.00 0 0.00 1.39 0.00752 .004091 0.01 0.320 0.00 480.51 1057.31 0.382 1057.695 1.2 3.38 0.177 1057.872 0.00 0.410 1.50 0.00 0.00 0 0.00 0.80 0.00752 - .003579 0.00 0.320 0.00 '1481.31 1057.32 0.395 1057.714 1.2 3.23 0.162 1057.876 0.00 0.410 1.50 0.00 0.00 0 0.00 0.18 0.00752 .003116 0.00 0.320 0.00 481.49 1057.32 0.410 1057.730 1.2 3.06 0.146 1057.876 0.00 0.410 1.50 0.00 0.00 0 0.00 �LL ENTRANCE lDb C 0.00 1481.49 1057.32 0.620 1057.940 1.2 0.28 0.001 1057.941 0.00 0.097 4.00 7.00 0.00 0 0.00 IF 0 5 1 5 P ' NATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "LATERAL B-3.11-- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL �OING LINE NO 3 IS - FILE:113563.1 OFILE:1135B3.10 1 1 1 1 11 PAGE NO 3 JE: 10/ 9/1997 TIME: 12:13 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE DE NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 ' 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 4 4.00 9 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 ' 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 7.00 E 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(B) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 ,, F 0 5 1 5 P PAGE NO 2 1 1 11 WATER SURFACE PROFILE - ELEMENT CARD LISTING ' ELEMENT NO 1 IS A SYSTEM OUTLE `SP1 C.pvz� PY- 3 U/S DATA STATION INVERT SECT W S ELEV 1000.00 1053.25 3 1054.83 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1048.35 1057.00 3 0.010 0.00 0.00 0.00 0 NO 3 IS A WALL ENTRANCE �EMENT U/S DATA STATION INVERT SECT FP 1048.35 1057.00 14 0.500 'EMENT NO 4 IS A SYSTEM HEADWORKS 16-1.1 C.P. U/S DATA STATION INVERT SECT W S ELEV 1048.35 1057.00 14 0.00 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 1 1 11 �ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3.1"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B3.1 OFILE:1135B3.10 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA .ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR xxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxx 000.00 1053.25 1.580 1054.830 2.2 1.25 0.024 1054.854 0.00 0.560 1.50 0.00 0.00 0 0.00 1.03 0.07756 .000257 0.00 0.240 0.00 001.03 1053.33 1.500 1054.830 2.2 1.25 0.024 1054.854 0.00 0.560 1.50 0.00 0.00 0 0.00 1.77 0.07756 .000240 0.00 0.240 0.00 '1002.80 1053.47 1.360 1054.827 2.2 1.31 0.026 1054.853 0.00 0.560 1.50 0.00 0.00 0 0.00 1.00 0.07756 .000235 0.00 0.240 0.00 1003.80 1053.55 1.280 1054.825 2.2 1.37 0.029 1054.854 0.00 0.560 1.50 0.00 0.00 0 0.00 0.83 0.07756 .000255 0.00 0.240 0.00 1004.63 1053.61 1.213 1054.822 2.2 1.44 0.032 1054.854 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 0.71 0.07756 0.00 0.240 0.00 .000280 005.34 1053.66 1.155 1054.819 2.2 1.51 0.035. 1054.854 0.00 0.560 1.50 0.00 0.00 0 0.00 0.64 0.07756 .000311 0.00 0.240 0.00 ' 005.98 1053.71 1.102 1054.816 2.2 1.58 0.039 1054.855 0.00 0.560 1.50 0.00 0.00 0 0.00 0.10 0.07756 .000347 0.00 0.240 0.00 006.08 1053.72 1.054 1054.776 2.2 1.66 0.043 1054.819 0.00 0.560 1.50 0.00 0.00 0 0.00 RAULIC JUMP 0.00 006.08 1053.72 0.251 1053.973 2.2 11.28 1.976 1055.949 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 5.38 0.07756 .067191 0.36 0.240 - 0.00 1011.46 1054.14 0.256 1054.395 2.2 10.95 1.860 1056.255 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 9.34 0.07756 .060229 0.56 0.240 0.00 1054.86 0.264 1055.127 2.2 10.46 1.704 1056.831 0.00 0.560 1.50 0.00 0.00 0 0.00 ,1020.80 5.82 0.07756 .052568 0.31 0.240 0.00 IENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3.1"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:113563.1 OFILE:1135B3.10 'ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SO SF AVE HF NORM DEPTH ZR �ELEM rrrrrarrraraaaaxxxaa+aaax++++++++++++aaaaaaaaaaaa+++++++++++a++r++++++++++xaaxaaaaxaaxaaraaxaaraaaaa xaaaaaaxrrrrrr++r+++++++++++ 026.62 1055.31 0.273 1055.587 2.2 9.95 1.539 1057.126 0.00 0.560 1.50 0.00 0.00 0 0.00 4.15 0.07756 .045915 0.19 0.240 0.00 030.77 1055.64 0.282 1055.918 2.2 9.52 1.408 1057.326 0.00 0.560 1.50 0.00 0.00 0 0.00 3.14 0.07756 .040123 0.13 0.240 0.00 033.91 1055.88 0.292 1056.172 2.2 9.05 1.273 1057.445 0.00 0.560 1.50 0.00 0.00 0 0.00 2.49 0.07756 .035083 0.09 0.240 0.00 036.40 1056.07 0.302 1056.375 2.2 8.63 1.156 1057.531 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 2.04 0.07756 .030652 0.06 0.240 0.00 1038.44 1056.23 0.312 1056.543 2.2 8.24 1.054 1057.597 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 1.67 0.07756 0.04 0.240 0.00 .026790 040.11 1056.36 0.323 1056.684 2.2 7.86 0.959 1057.643 0.00 0.560 1.50 0.00 0.00 0 0.00 1.41 0.07756 .023426 0.03 0.240 0.00 ,041.52 1056.47 0.334 1056.804 2.2 7.48 0.869 1057.673 0.00 0.560 1.50 0.00 0.00 0 0.00 1.19 0.07756 - .020470 0.02 0.240 0.00 042.71 1056.56 0.345 1056.908 2.2 7.14 0.792 1057.700 0.00 0.560 1.50 0.00 0.00 0 0.00 1.01 0.07756 .017891 0.02 0.240 0.00 043.72 1056.64 0.357 1056.998 2.2 6.81 0.720 1057.718 0.00 0.560 1.50 0.00 0.00 0 0.00 0.86 0.07756 .015644 0.01 0.240 0.00 1044.58 1056.71 0.369 1057.077 2.2 6.49 0.654 1057.731 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 0.73 0.07756 .013681 0.01 0.240 0.00 1045.31 1056.76 0.382 1057.146 2.2 6.20 0.596 1057.742 0.00 0.560 1.50 0.00 0.00 0 0.00 0.63 0.07756 .011968 0.01 0.240 0.00 L'ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL 8-3.1"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B3.1 OFILE:1135B3.10 'ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV' OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER �ELEM SO SF AVE HF NORM DEPTH ZR ++++rr+r++r+rrr+++++++++++++++++rr+rr+++++++++++++++++++rrrr++++++++www+rrrrrrrr+rrr+++r+rwww+rrr++++r+++++++++++++++++++++++++r 045.94 1056.81 0.395 1057.208 2.2 5.90 0.540 1057.748 0.00 0.560 1.50 0.00 0.00 0 0.00 0.52 0.07756 .010471 0.01 0.240 0.00 ,046.46 1056.85 0.409 1057.262 2.2 5.63 0.492 1057.754 0.00 0.560 1.50 0.00 0.00 0 0.00 0.45 0.07756 .009163 0.00 0.240 0.00 1046.91 1056.89 0.423 1057.311 2.2 5.37 0.447 1057.758 0.00 0.560 1.50 0.00 0.00 0 0.00 0.37 0.07756 .008019 0.00 0.240 0.00 047.28 1056.92 0.438 1057.355 2.2 5.12 0.406 1057.761 0.00 0.560 1.50 0.00 0.00 0 0.00 0.31 0.07756 .007020 0.00 0.240 0.00 1047.59 1056.94 0.453 1057.394. 2.2 4.88 0.369 1057.763 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 0.25 0.07756 0.00 0.240 0.00 .006145 �047.B4 1056.96 0.469 1057.429 2.2 4.65 0.336 1057.765 0.00 0.560 1.50 0.00 0.00 0 0.00 0.18 0.07756 .005384 0.00 0.240 0.00 ,048.02 1056.97 0.486 1057.461 2.2 4.44 0.305 1057.766 0.00 0.560 1.50 0.00 0.00 0 0.00 0.15 0.07756 .004717 0.00 0.240 0.00 048.17 1056.99 0.503 1057.489 2.2 4.23 0.278 1057.767 0.00 0.560 1.50 0.00 0.00 0 0.00 0.10 0.07756 .004133 0.00 0.240 0.00 048.27 1056.99 0.521 1057.515 2.2 4.03 0.252 1057.767 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 0.07 0.07756 .003621 0.00 0.240 0.00 1048.34 1057.00 0.539 1057.538 2.2 3.85 0.230 1057.768 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 0.01 0.07756 .003165 0.00 0.240 0.00 1048.35 1057.00 0.560 1057.560 2.2 3.65 0.207 1057.767 0.00 0.560 1.50 0.00 0.00 0 0.00 ILL ENTRANCE �1g•� GPj Pj �3.� 0.00 [ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 4 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3.11-- PARCEL MAP 28530 1 TEMECULA REGIONAL MALL FILE:113583.1 OFILE:113583.10 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL MGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER �ELEM SO SF AVE HF NORM DEPTH ZR xxxxxxxxxxrxxrxrxrxrrrrrrrrrrwrxrrrwrrrrrwxxxxxrrrrrrrrrrrrrrrxrrrrrrrrrrrrrrrrwrxxxwwxxrxxxxxxxxxxxrxwxxxwwxxxwwwwxwxxwrxrrrrrr 1057.00 0.859 1057.859 2.2 0.37 0.002 1057.861 0.00 0.145 4.00 7.00 0.00 0 0.00 11048.35 �P of c i 1 1 1 1 1 1 1 1 1 1 1 1 1 tF 0 5 1 5 P PAGE NO 3 ' WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B-3.2"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL ♦DING LINE NO 3 IS - FILE:1135B3.2 OFILE:1135B3.20 I I L 11 I: 10/17/1997 TIME: 13:45 ' F0515P NATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(b) Y(7) Y(8) Y(9) Y(10) DROP 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.00 7.00 0.00 0.00 0.00 1 1 1 I D SECT CHN NO OF AVE PIER HEIGHT 1 BASE E NO TYPE PIERS WIDTH DIAMETER WIDTH CD1 4 1.00 1 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 CD 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 ' 12 4 6.00 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(b) Y(7) Y(8) Y(9) Y(10) DROP 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.00 7.00 0.00 0.00 0.00 1 1 1 I F 0 5 1 5 P PAGE NO 2 1 1 1 1 rl I NATER SURFACE PROFILE - ELEMENT CARD LISTING ' ELEMENT NO 1 IS A SYSTEM OUTLE(.� U/S DATA STA ON INVERT SECT N S ELEV ' 1000.00 1054.51 3 1055.50 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1054.02 1057.00 3 0.010 0.00 0.00 0.00 0 NO 3 IS A WALL ENTRANCE �EMENT U/S DATA STATION INVERT SECT FP 1054.02 1057.00 14 0.500 �EMENT NO 4 IS A SYSTEM HEADWORKS Ge> U/S DATA STATION INVERT SECT W S ELEV 1054.02 1057.00 14 0.00 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 1 1 1 1 rl I �ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3.2"- PARCEL'MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B3.2 OFILE:1135B3.20 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL MGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR ss::�•x�r.��� �r+�al��^:::a�aa���t�����*♦i��r�����*�*•a�aaaa�at�•ra��::�:��:�r.:w•++•e••••ew+�*•rrew+•+w���w*r.rreee��+w•+�**+:t����,e�a 000.00 1054.51 0.442 1054.952 4.9 11.26 1.970 1056.922 0.00 0.851 1.50 0.00 0.00 0 0.00 2.73 0.04609 .035661 0.10 0.410 0.00 002.73 1054.64 0.444 1055.080 4.9 11.19 1.943 1057.023 0.00 0.851 1.50 0.00 0.00 0 0.00 12.36 0.04609 .033032 0.41 0.410 0.00 015.09 1055.21 0.459 1055.665 4.9 10.65 1.762 1057.427 0.00 0.851 1.50 0.00 0.00 0 0.00 8.36 0.04609 .028929 0.24 0.410 0.00 023.45 1055.59 0.476 1056.067 4.9 10.17 1.605 1057.672 0.00 0.851 1.50 0.00 0.00 0 0.00 ' 6.26 0.04609 .025341 0.16 0.410 0.00 1029.71 1055.88 0.492 1056.372 4.9 9.70 1.462 1057.834 0.00 0.851 1.50 0.00 0.00 0 0.00 ' 4.80 0.04609 0.11 0.410 0.00 .022194 034.51 1056.10 0.510 1056.611 4.9 9.25 1.327 1057.938 0.00 0.851 1.50 0.00 0.00 0 0.00 3.85 0.04609 .019456 0.07 0.410 0.00 ,038.36 1056.28 0.528 1056.806 4.9 8.81 1.206 1058.012 0.00 0.851 1.50 0.00 0.00 0 0.00 3.12 0.04609 .017053 0.05 0.410 0.00 041.48 1056.42 0.547 1056.969 4.9 8.40 1.097 1058.066 0.00 0.851 1.50 0.00 0.00 0 0.00 2.59 0.04609 .014948 0.04 0.410 0.00 044.07 1056.54 0.566 1057.107 4.9 8.01 0.995 1058.102 0.00 0.851 1.50 0.00 0.00 0 0.00 2.11 0.04609 .013110 0.03 0.410 0.00 1046.18 1056.64 0.587 1057.226 4.9 7.64 0.907 1058.133 0.00 0.851 1.50 0.00 0.00 0 0.00 ' 1.78 0.04609 .011506 0.02 0.410 0.00 1047.96 1056.72 0.608 1057.329 4.9 7.28 0.823 1058.152 0.00 0.851- 1.50 0.00 0.00 0 0.00 1.47 0.04609 .010096 0.01 0.410 0.00 L'ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 NATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3.21-- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B3.2 OFILE:1135B3.20 TION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL MGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 'ELEM SO SF AVE HF NORM DEPTH ZR x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 049.43 1056.79 0.630 1057.418 4.9 6.94 0.748 1058.166 0.00 0.851 1.50 0.00 0.00 0 0.00 1.18 0.04609 .008869 0.01 0.410 0.00 50.61 1056.84 0.654 1057.497 4.9 6.62 0.681 1058.178 0.00 0.851 1.50 0.00 0.00 0 0.00 0.99 0.04609 .007796 0.01 0.410 0.00 '051.60 1056.89 0.678 1057.566 4.9 6.31 0.619 1058.185 0.00 0.851 1.50 0.00 0.00 0 0.00 0.80 0.04609 .006851 0.01 0.410 0.00 052.40 1056.92 0.703 1057.628 4.9 6.02 0.563 1058.191 0.00 0.851 1.50 0.00 0.00 0 0.00 0.60 0.04609 .006026 0.00 0.410 0.00 1053.00 1056.95 0.730 1057.683 4.9 5.74 0.511 1058.194 0.00 0.851 1.50 0.00 0.00 0 0.00 ' 0.48 0.04609 0.00 0.410 0.00 .005304 53.48 1056.97 0.757 1057.732 4.9 5.47 0.465 1058.197 0.00 0.851 1.50 0.00 0.00 0 0.00 0.29 0.04609 .004672 0.00 0.410 0.00 53.77 1056.99 0.787 1057.776 4.9 5.22 0.423 1058.199 0.00 0.851 1.50 0.00 0.00 0 0.00 0.20 0.04609 .004119 0.00 0.410 0.00 53.97 1057.00 0.817 1057.815 4.9 4.97 0.384 1058.199 0.00 0.851 1.50 0.00 0.00 0 0.00 0.05 0.04609 .003628 0.00 0.410 0.00 54.02 1057.00 0.851 1057.851 4.9 4.73 0.348 1058.199 0.00 0.851 1.50 0.00 0.00 0 0.00 �L ENTRANCE �� g _ 3 it 0.00 1054.02 1057.00 1.362 1058.362 4.9 0.51 0.004 1058.366 0.00 0.248 4.00 7.00 0.00 0 0.00 ' o� 6,- IF 0 5 1 5 P 11 1 LII PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B-3.3"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL DING LINE NO 3 IS - FILE :1135B3.3 OFI LE:1135B3.30 11 1 LII PAGE NO 3 IE: 10/ 9/1997 TIME: 12:14 t FCHANNEL NATER SURFACE PROFILE - CHANNEL DEFINITION LISTING 1 1 PAGE 1 Z ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 D SECT CNN NO OF AVE PIER HEIGHT 1 BASE E NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 7.00 1 1 PAGE 1 Z ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILEELEMENT CARD LISTING t�1= ELEMENT NO i IS A SYSTEM OUTLET@ U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1055.94 3 1056.25 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1020.34 1057.33 3 0.010 0.00 0.00 0.00 0 MENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1020.34 1057.33 14 0.500 �MENT NO 4 IS A SYSTEM HEADWORKS 4f -g V-3.6 * U/S DATA STATION INVERT SECT W S ELEV 1020.34 1057.33 14 0.00 N DIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING * ARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC �«,u z,c : 1 1.33 'CENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3.3"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B3.3 OFILE:113553.30 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER �ELEM 50 SF AVE HF NORM DEPTH ZR wwxxw+wxwxwwxxxxr+++++rrxxwxxww++++++rrrrrrrrwwwwwwxxxxxrx+++rr++rr++rr+rwwxwxxwwxx++r+++xrr++++rrrrrxrxxxwx++wrrrrrrrr+ww++++++ 1000.00 1055.94 0.113 1056.053 0.4 6.67 0.690 1056.743 0.00 0.234 1.50 0.00 0.00 0 0.00 2.39 0.06834 .064254 0.15 0.100 0.00 002.39 1056.10 0.113 1056.216 0.4 6.56 0.668 1056.884 0.00 0.234 1.50, 0.00 0.00 0 0.00 5.86 0.06834 .058771 0.34 0.100 0.00 '1008.25 1056.50 0.117 1056.621 0.4 6.25 0.607 1057.228 0.00 0.234 1.50 0.00 0.00 0 0.00 2.98 0.06834 .051327 0.15 0.100 0.00 011.23 1056.71 0.121 1056.829 0.4 5.97 0.553 1057.382 0.00 0.234 1.50 0.00 0.00 0 0.00 ' 1.94 0.06834 .044793 0.09 0.100 0.00 1013.17 1056.84 0.125 1056.965 0.4 5.63 0.493 1057.458 0.00 0.234 1.50 0.00 0.00 0 0.00 ' 1.41 0.06834 .039064 0.06 0.100 0.00 1014.58 1056.94 0.129 1057.065 0.4 5.41 0.454 1057.519 0.00 0.234 1.50 0.00 0.00 0 0.00 1.08 0.06834 .034044 0.04 0.100 0.00 015.66 1057.01 0.133 1057.143 0.4 5.13 0.408 1057.551 0.00 0.234 1.50 0.00 0.00 0 0.00 0.84 0.06834 .029721 0.02 0.100 0.00 016.50 1057.07 0.138 1057.205 0.4 4.88 0.369 1057.574 0.00 0.234 1.50 0.00 0.00 0 0.00 0.70 0.06834 .025938 0.02 0.100 0.00 017.20 1057.12 0.142 1057.258 0.4 4.65 0.336 1057.594 0.00 0.234 1.50 0.00 0.00 0 0.00 ' 0.57 0.06834 - .022612 0.01 0.100 0.00 1017.77 1057.15 0.147 1057.301 0.4 4.44 0.307 1057.608 0.00 0.234 1.50 0.00 0.00 0 0.00 ' 0.47 0.06834 .019749 0.01 0.100 0.00 1018.24 1057.19 0.152 1057.339 0.4 4.26 0.281 1057.620 0.00 0.234 1.50 0.00 0.00 0 0.00 0.41 0.06834 .017237 0.01 0.100 0.00 IENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3.3"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B3.3 OFILE:1135B3.3O 1ATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SO SF AVE HF NORM DEPTH ZR �ELEM xxxx xxxxxxxxxxx+xxxxxxx xxxxxxxxxxxxxxxxxxxexxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+xxxxxxxxxxxx+++xxxxxxxxxxx*• 018. 1057.21 0.157 1057.371 0.4 4.04 0.253 1057.624 0.00 0.234 1.50 0.00 0.00 0 0.00 0.34 0.06834 .015033 0.01 0.100 0.00 018.99 1057.24 0.162 1057.400 0.4 3.85 0.230 1057.630 0.00 0.234 1.50 0.00 0.00 0 0.00 0.29 0.06834 .013102 0.00 0.100 0.00 019.28 1057.26 0.167 1057.424 0.4 3.67 0.209 1057.633 0.00 0.234 1.50 0.00 0.00 0 0.00 0.23 0.06834 .011434 0.00 0.100 0.00 019.51 1057.27 0.173 1057.446 0.4 3.51 0.191 1057.637 0.00 0.234 1.50 0.00 0.00 0 0.00 ' 0.20 0.06834 .009992 0.00 0.100 0.00 1019.71 1057.29 0.179 1057.466 0.4 3.36 0.175 1057.641 0.00 0.234 1.50 0.00 0.00 0 0.00 ' 0.16 0.06834 .008726 0.00 0.100 0.00 019.87 1057.30 0.185 1057.483 0.4 3.20 0.159 1057.642 0.00 0.234 1.50 0.00 0.00 0 0.00 0.14 0.06834 .007615 0.00 0.100 0.00 ,020.01 1057.31 0.191 1057.498 0.4 3.05 0.145 1057.643 0.00 0.234 1.50 0.00 0.00 0 0.00 0.11 0.06834 .006641 0.00 0.100 0.00 1020.12 1057.32 0.197 1057.512 0.4 2.90 0.130 1057.642 0.00 0.234 1.50 0.00 0.00 0 0.00 0.08 0.06834 .005796 0.00 0.100 - 0.00 020.20 1057.32 0.204 1057.525 0.4 2.76 0.118 1057.643 0.00 0.234 1.50 0.00 0.00 0 0.00 ' 0.06 0.06834 .005066 0.00 0.100 0.00 1020.26 1057.33 0.211 1057.536 0.4 2.63 0.108 1057.644 0.00 0.234 1.50 0.00 0.00 0 0.00 1 0.05 0.06834 .004424 0.00 0.100 0.00 1020.31 1057.33 0.218 1057.546 0.4 2.52 0.098 1057.644 0.00 0.234 1.50 0.00 0.00 0 0.00 0.03 0.06834 .003860 0.00 0.100 0.00 L'ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P 020.34 1057.33 0.225 1057.555 0.4 WATER SURFACE PROFILE LISTING 1057.644 STORM DRAIN LINE "LATERAL B-3.3"- PARCEL MAP 28530 ' 0.00 TEMECULA REGIONAL MALL .003343 0.00 FILE:1135B3.3 OFILE:1135B3.30 020.34 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL 0.00 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH �ELEM ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ SO SF AVE HF NORM DEPTH 020.34 1057.33 0.225 1057.555 0.4 2.40 0.089 1057.644 0.00 0.234 0.00 0.06834 0.00 0.00 .003343 0.00 0.00 020.34 1057.33 0.234 1057.564 0.4 2.27 0.080 1057.644 0.00 0.00 0.234 WALL ENTRANCE (:'-� I2> _3's 1020.34 1057.33 0.350 1057.680 0.4 0.16 0.000 1057.680 0.00 0.047 cx. 1 PAGE 3 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.50 0.00 0.00 0 0.00 0.100 0.00 1.50 0.00 0.00 0 0.00 0.00 4.00 7.00 0.00 0 0.00 1 HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - 1 f�DING LINE NO 3 IS - 1 1 1 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL B-4"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B4 OFILE:1135B4Q PAGE NO 3 I: 9/ 5/1997 TIME: 11: 1 1 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING ui 1 1 1 1 1 1 1 1 I PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 D SECT CHN NO OF AVE PIER HEIGHT 1 BASE E NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 ' 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 CD 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 ' 12 4 6.00 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 4.00 1 ui 1 1 1 1 1 1 1 1 I PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 F 0 5 1 5 P ' WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET-lt1 uKN7 C3'- ' U/S DATA STAT N INVERT SECT 1000.00 1049.69 3 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N 1072.62 1057.00 3 0.009 'EMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1072.62 1057.00 14 0.500 'EMENT NO 4 IS A JUNCTION w3 *� 9>7a U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 1072.63 1057.01 14 8 0 0.015 LENT NO 5 IS A TRANSITION U/S DATA STATION INVERT SECT N ' 1076.62 1057.50. 14 0.015 ELEMENT NO 6 IS A WALL EXIT U/S DATA STATION INVERT SECT ' 1076.62 1057.50 1 W S ELEV 1052.08 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 Q3 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2.3 0.0 1057.01 0.00 90.00 0.00 ELEMENT NO 7 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1183.41 1058.25 " 1 0.009 0.00 0.00 0.00 0 EMENT NO 8 IS A SYSTEM HEADWORKS \D2 *"GJbF pe4(` lC�l U/S DATA STATION INVERT SECT W S ELEV 1183.41 1058.25 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTAT ION IS NOW BEGINNING IWARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 0 [1 G L�ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P NATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-4"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B4 OFILE:1135B40 �ATION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH �ELEM SO rr rrrrrrrrrrrrrrrrrrrrrrrr rrrrrr to L11�G ](OjV ' 0 0 1049.69 2.390 1052.080 5.22 0.10066 ' 005.22 1050.22 1.874 1052.090 HYDRAULIC JUMP ' 005.22 1050.22 0.325 1050.541 ' 4.84 0.10066 1010.06 1050.70 0.329 1051.032 ' 14.72 0.10066 1024.78 1052.18 0.340 1052.524 ' 9.45 0.10066 034.23 1053.14 0.352 1053.488 6.84 0.10066 ' 041.07 1053.82 0.364 1054.188 5.26 0.10066 ' 046.33 1054.35 0.376 1054.730 4.19 0.10066 050.52 1054.78 0.389 1055.165 ' 3.43 0.10066 1053.95 1055.12 0.403 1055.524 ' 2.87 0.10066 1056.82 1055.41 0.417 1055.826 2.42 0.10066 1 SF AVE HF PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH 0.00 ZR 0.00 4.6 2.60 0.105 1052.185 0.00 0.824 1.50 0.00 0.00 0 0.00 .000919 0.00 0.310 0.00 4.6 2.60 0.105 1052.195 0.00 0.824 1.50 0.00 0.00 0 0.00 0.00 4.6 16.31 4.132 1054.673 0.00 0.824 1.50 0.00 0.00 0 0.00 .084404 0.41 0.310 0.00 4.6 15.97 3.961 1054.993 0.00 0.824 1.50 0.00 0.00 0 0.00 .076868 1.13 0.310 0.00 4.6 15.23 3.603 1056.127 0.00 0.824 1.50 0.00 0.00 0 0.00 .067206 0.64 0.310 0.00 4.6 14.56 3.290 1056.778 0.00 0.824 1.50 0.00 0.00 0 0.00 .058782 0.40 0.310 0.00 4.6 13.86 2.981 1057.169 0.00 0.824 1.50 0.00 0.00 0 0.00 .051376 0.27 0.310 0.00 4.6 13.22 2.713 1057.443 0.00 0.824 1.50 0.00 0.00 0 0.00 .044911 0.19 0.310 0.00 4.6 12.60 2.466 1057.631 0.00 0.824 1.50 0.00 0.00 0 0.00 .039307 0.13 0.310 0.00 4.6 12.01 2.240 1057.764 0.00 0.824 1.50 0.00 0.00 0 0.00 .034410 0.10 0.310 0.00 4.6 11.47 2.043 1057.869 0.00 0.824 1.50 0.00 0.00 0 0.00 030100 0.07 0.310 OEQS JENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-411- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B4 OFILE:1135B40 'ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER �ELEM SO SF AVE HF NORM DEPTH ZR xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 059.24 1055.65 0.431 1056.085 4.6 10.93 1.854 1057.939 0.00 0.824 1.50 0.00 0.00 0 0.00 2.07 0.10066 .026332 0.05 0.310 0.00 061.31 1055.86 0.446 1056.307 4.6 10.41 1.682 1057.989 0.00 0.824 1.50 0.00 0.00 0 0.00 1.77 0.10066 .023058 0.04 0.310 0.00 1063.08 1056.04 0.462 1056.501 4.6 9.94 1.533 1058.034 0.00 0.824 1.50 0.00 0.00 0 0.00 0.10066 .020194 0.03 0.310 0.00 '1.53 064.61 1056.19 0.478 1056.671 4.6 9.47 1.391 1058.062 0.00 0.824 1.50 0.00 0.00 0 0.00 ' 1.32 0.10066 .017685 0.02 0.310 0.00 1065.93 1056.33 0.495 1056.821 4.6 9.02 1.263 1058.084 0.00 0.824 1.50 0.00 0.00 0 0.00 ' 1.14 0.10066 0.02 0.310 0.00 .015501 067.07 1056.44 0.513 1056.954 4.6 8.61 1.152 1058.106 0.00 0.824 1.50 0.00 0.00 0 0.00 0.99 0.10066 .013586 0.01 0.310 0.00 068.06 1056.54 0.531 1057.072 4.6 8.21 1.048 1058.120 0.00 0.824 1.50 0.00 0.00 0 0.00 0.86 0.10066 .011907 0.01 0.310 0.00 068.92 1056.63 0.550 1057.177 4.6 7.82 0.950 1058.127 0.00 0.824 1.50 0.00 0.00 0 0.00 0.74 0.10066 0.01 0.310 0.00 .010443 069.66 1056.70 0.570 1057.272 4.6 7.46 0.863 1058.135 0.00 0.824 1.50 0.00 0.00 0 0.00 ' 0.64 0.10066 .009158 0.01 0.310 0.00 1070.30 1056.77 0.590 1057.356 4.6 7.11 0.785 1058.141 0.00 0.824 1.50 0.00 0.00 0 0.00 ' 0.53 0.10066 .008035 0.00 0.310 0.00 1070.83 1056.82 0.612 1057.432 4.6 6.78 0.715 1058.147 0.00 0.824 1.50 0.00 0.00 0 0.00 ' 0.46 0.10066 .007056 0.00 0.310 0.00 L1ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-4"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B4 OFILE:1135B4O ,ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA 10 NO. PIER SELEM SO SF AVE HF NORM DEPTH ZR 071.29 1056.87 0.634 1057.500 4.6 6.47 0.650 1058.150 0.00 0.824 1.50 0.00 0.00 0 0.00 0.37 0.10066 .006197 0.00 0.310 0.00 071.66 1056.90 0.658 1057.561 4.6 6.17 0.590 1058.151 0.00 0.824 1.50 0.00 0.00 0 0.00 0.31 0.10066 .005446 0.00 0.310 0.00 1071.97 1056.93 0.682 1057.617 4.6 5.88 0.537 1058.154 0.00 0.824 1.50 0.00 0.00 0 0.00 0.25 0.10066 .004785 0.00 0.310 0.00 072.22 1056.96 0.707 1057.667 4.6 5.60 0.487 1058.154 0.00 0.824 1.50 0.00 0.00 0 0.00 ' 0.18 0.10066 .004209 0.00 0.310 0.00 1072.40 1056.98 0.734 1057.712 4.6 5.34 0.443 1058.155 0.00 0.824 1.50 0.00 0.00 0 0.00 ' 0.13 0.10066 0.00 0.310 0.00 .003706 072.53 1056.99 0.762 1057.753 4.6 5.09 0.403 1058.156 0.00 0.824 1.50 0.00 0.00 0 0.00 0.07 0.10066 .003266 0.00 0.310 0.00 072.60 1057.00 0.792 1057.789 4.6 4.86 0.366 1058.155 0.00 0.824 1.50 0.00 0.00 0 0.00 0.02 0.10066 .002876 0.00 0.310 0.00 ,072.62 1057.00 0.824 1057.824 4.6 4.63 0.333 1058.157 0.00 0.824 1.50 0.00 0.00 0 0.00 L ENTRANCE 0.00 0 072.62 1057.00 1.293 1058.293 4.6 0.89 0.012 1058.305 0.00 0.345 4.00 4.00 0.00 0 0.00 ICT STR 1.00000 E°j C-6 g _ Q' .000069 0.00 0.00 1072.63 1057.01 1.301 1058.311 2.3 0.44 0.003 1058.314 0.00 0.217 4.00 4.00 0.00 0 0.00 Gk,o TNS STR 0.12281 .000068 0.00 0.00 1076.62 1057.50 0.808 1058.308 2.3 0.71 0.008 1058.316 0.00 0.217 4.00 4.00 0.00 0 0.00 ,LL EXIT 0.00 IENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 4 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-4"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B4 OFILE:1135B40 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER �ELEM 50 SF AVE HF NORM DEPTH ZR xxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 076.62 1057.50 0.809 1058.309 2.3 3.38 0.177 1058.486 0.00 0.649 1.00 0.00 0.00 0 0.00 0.93 0.00702 .002155 0.00 0.520 0.00 077.55 1057.51 0.770 1058.277 2.3 3.54 0.195 1058.472 0.00 0.649 1.00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 11077.55 1057.51 0.520 1058.027 2.3 5.57 0.482 1058.509 0.00 0.649 1.00 0.00 0.00 0 0.00 10.50 0.00702 .007002 0.07 0.520 0.00 1088.05 1057.58 0.520 1058.100 2.3 5.57 0.482 1058.582 0.00 0.649 1.00 0.00 0.00 0 0.00 ' 55.06 0.00702 .006750 0.37 0.520 0.00 1143.11 1057.97 0.531 1058.498 2.3 5.42 0.457 1058.955 0.00 0.649 1.00 0.00 0.00 0 0.00 ' 22.61 0.00702 0.14 0.520 0.00 .006117 1165.72 1058.13 0.552 1058.678 2.3 5.17 0.415 1059.093 0.00 0.649 1.00 0.00 0.00 0 0.00 9.69 0.00702 .005402 0.05 0.520 0.00 175.41 1058.19 0.574 1058.768 2.3 4.93 0.377 1059.145 0.00 0.649 1.00 0.00 0.00 0 0.00 5.01 0.00702 .004773 0.02 0.520 0.00 '1180.42 1058.23 0.597 1058.826 2.3 4.69 0.342 1059.168 0.00 0.649 1.00 0.00 0.00 0 0.00 2.56 0.00702 0.01 0.520 0.00 .004222 1182.98 1058.25 0.621 1058.868 2.3 4.48 0.312 1059.180 0.00 0.649 1.00 0.00 0.00 0 0.00 43 0.00702 .003736 0.00 0.520 0.00 1 C-a^n -CJ �-c�JF Q2AI til 11 .41 1058.25 0.649 1058.899 2.3 4.27 0.283 1059.182 0.00 0.649 1.00 0.00 0.00 0 0.00 1 LING LINE NO 1 IS - HEADING LINE NO 2 IS - IADING LINE NO 3 IS - I`] 1 I7 L 1 1 1 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL B-51-- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B5 GFILE:1135B50 PAGE NO 3 IE: 10/17/1997 TIME: 14:28 ' FCHANNEL HATER SURFACE PROFILE - CHANNEL DEFINITION LISTING [1 1 11 PAGE 1 Zi. ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 CARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE 10E NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 ' 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 ' 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 4.00 [1 1 11 PAGE 1 Zi. ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 [1 I 11 WATER SURFACE PROFILE - ELEMENT CARD LISTING MENT NO 1 IS A SYSTEM OUTLET(;) * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1049.54 3 1052.03 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1099.85 1057.00 3 0.010 0.00 0.00 0.00 0 MENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1099.85 1057.00 14 0.500 MENT NO 4 IS A SYSTEM HEADWORKS C -Q, �j-5 * U/S DATA STATION INVERT SECT W S ELEV 1099.85 1057.00 14 0.00 NIDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING * ARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION 1N HDWKDS, W.S.ELEV = INV + DC [1 I 11 �ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-5"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B5 OFILE:1135B50 �ATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL .000305 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH `'ELEM SO 0.250 SF AVE HF NORM DEPTH Loo 1000.00 9.54 2.490 1052.030 ' 13.31 0.07471 ' 013.31 1050.53 1.500 1052.034 1.82 0.07471 015.13 1050.67 1.360 1052.031 1.04 0.07471 016.17 1050.75 1.280 1052.028 ' 0.85 0.07471 1017.02 1050.81 1.213 1052.025 ' 0.53 0.07471 1017.55 1050.85 1.155 1052.007 IRAULIC JUMP 017.55 1050.85 0.258 1051.110 6.39 0.07471 023.94 1051.33 0.258 1051.587 32.70 0.07471 056.64 1053.77 0.267 1054.039 ' 11.77 0.07471 1068.41 1054.65 0.276 1054.927 ' 6.95 0.07471 1075.36 1055.17 0.285 1055.455 4.80 0.07471 1 2.4 1.36 0.029 1052.059 0.00 0.586 0.250 .000305 0.00 2.4 1.36 0.029 1052.063 0.00 0.586 0.250 .000286 0.00 2.4 1.42 0.032 1052.063 0.00 0.586 0.250 .000280 0.00 2.4 1.49 0.035 1052.063 0.00 0.586 0.250 .000302 0.00 2.4 1.57 0.038 1052.063 0.00 0.586 0.250 .000333 0.00 2.4 1.64 0.042 1052.049 0.00 0.586 2.4 11.82 2.170 1053.280 0.00 .074030 0.47 2.4 11.82 2.170 1053.757 0.00 .068972 2.26 2.4 11.27 1.971 1056.010 0.00 .060273 0.71 2.4 10.71 1.783 1056.710 0.00 .052633 0.37 2.4 10.21 1.620 1057.075 0.00 .045982 0.22 0.586 0.586 0.586 0.586 0.586 PAGE 1 MGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.50 0.00 0.00 0 0.00 0.250 0.00 1.50 0.00 0.00 0 0.00 0.250 0.00 1.50 0.00 0.00 0 0.00 0.250 0.00 1.50 0.00 0.00 0 0.00 0.250 0.00 1.50 0.00 0.00 0 0.00 0.250 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.250 0.00 1.50 0.00 0.00 0 0.00 0.250 0.00 1.50 0.00 0.00 0 0.00 0.250 0.00 1.50 0.00 0.00 0 0.00 0.250 0.00 1.50 0.00 0.00 0 0.00 0.250 0.00 IENSEE: 8 R.B.F. ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-5"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B5 OFILE:1135B50 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER LEM SO SF AVE HF NORM DEPTH ZR +++x+xrrtrxrrrrt+++xrr+xrrrrt++rrr+rrrrxxxxxxxxxrtttrtrxrrrrrr++r++++x++x++x+xxxt+rrrrxxrrr+rrxxxxxxxr+rxrrrrrrr+rrrx+rrrr+rrrr 080.16 1055.53 0.295 1055.824 2.4 9.76 1.478 1057.302 0.00 0.586 1.50 0.00 0.00 0 0.00 3.60 0.07471 .040196 0.14 0.250 0.00 111 83.76 1055.80 0.305 1056.103 2.4 9.30 1.344 1057.447 0.00 0.586 1.50 0.00 0.00 0 0.00 2.83 0.07471. .035113 0.10 0.250 0.00 `186.59 1056.01 0.315 1056.324 2.4 8.86 1.218 1057.542 0.00 0.586 1.50 0.00 0.00 0 0.00 2.27 0.07471 .030683 0.07 0.250 0.00 88.86 1056.18 0.326 1056.505 2.4 8.45 1.109 1057.614 0.00 0.586 1.50 0.00 0.00 0 0.00 ' 1.88 0.07471 .026824 0.05 0.250 0.00 1090.74 1056.32 0.337 1056.657 2.4 8.05 1.007 1057.664 0.00 0.586 1.50 0.00 0.00 0 0.00 ' 1.56 0.07471 .023457 0.04 0.250 0.00 1092.30 92.30 1056.44 0.349 1056.785 2.4 7.69 0.919 1057.704 0.00 0.586 1.50 0.00 0.00 0 0.00 1.32 0.07471 .020521 0.03 0.250 0.00 93.62 1056.53 0.361 1056.895 2.4 7.34 0.836 1057.731 0.00 0.586 1.50 0.00 0.00 0 0.00 1.12 0.07471 .017938 0.02 0.250 0.00 194.74 1056.62 0.373 1056.991 2.4 7.00 0.760 1057.751 0.00 0.586 1.50 0.00 0.00 0 0.00 0.95 0.07471 .015684 0.01 0.250 0.00 195.69 1056.69 0.386 1057.075 2.4 6.67 0.690 1057.765 0.00 0.586 1.50 0.00 0.00 0 0.00 ' 0.81 0.07471 .013718 0.01 0.250 0.00 1096.50 1056.75 0.399 1057.149 2.4 6.35 0.626 1057.775 0.00 0.586 1.50 0.00 0.00 0 0.00 1 0.69 0.07471 - .011999 0.01 0.250 0.00 1097.19 1056.80 0.413 1057.214 2.4 6.06 0.570 1057.784 0.00 0.586 1.50 0.00 0.00 0 0.00 ' 0.59 0.07471 .010498 0.01 0.250 0.00 t IL ENTRANCED 0.00 1099.85 1057.00 0.892 1057.892 2.4 0.67 0.007 1057.899 0.00 0.224 4.00 4.00 0.00 0 0.00 ' �Oco\-�c7 rz%P csr L�O�� L'ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-5"- PARCEL MAP 28530 - ' TEMECULA REGIONAL MALL FILE:1135B5 OFILE:1135B50 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER LEM SO SF AVE HF NORM DEPTH ZR k 97.78 1056.85 0.427 1057.272 2.4 5.77 0.517 1057.789 0.00 0.586 1.50 0.00 0.00 0 0.00 0.49 0.07471 .009186 0.00 0.250 0.00 98.27 1056.88 0.442 1057.324 2.4 5.50 0.471 1057.795 0.00 0.586 1.50 0.00 0.00 0 0.00 0.40 0.07471 .008046 0.00 0.250 0.00 ,]98.67 1056.91 0.458 1057.370 2.4 5.25 0.428 1057.798 0.00 0.586 1.50 0.00 0.00 0 0.00 0.34 0.07471 .007047 0.00 0.250 0.00 99.01 1056.94 0.474 1057.411 2.4 5.01 0.390 1057.801 0.00 0.586 1.50 0.00 0.00 0 0.00 ' 0.28 0.07471 .006169 0.00 0.250 0.00 1099.29 1056.96 0.490 1057.448 2.4 4.77 0.354 1057.802 0.00 0.586 1.50 0.00 0.00 0 0.00 ' 0.20 0.07471 .005403 0.00 0.250 0.00 99.49 1056.97 0.508 1057.481 2.4 4.55 0.322 1057.803 0.00 0.586 1.50 0.00 0.00 0 0.00 0.16 0.07471 .004737 0.00 0.250 0.00 99.65 1056.98 0.526 1057.511 2.4 '4.34 0.292 1057.803 0.00 0.586 1.50 0.00 0.00 0 0.00 0.11 0.07471 .004152 0.00 0.250 0.00 199.76 1056.99 0.545 1057.538 2.4 4.14 0.266 1057.804 0.00 0.586 1.50 0.00 0.00 0 0.00 0.08 0.07471 .003640 0.00 0.250 0.00 199.84 1057.00 0.564 1057.563 2.4 3.95 0.242 1057.805 0.00 0.586 1.50 0.00 0.00 0 0.00 ' 0.01 0.07471 .003183 0.00 0.250 0.00 1099.85 1057.00 0.586 1057.586 2.4 3.75 0.218 1057.804 0.00 0.586 1.50 0.00 0.00 0 0.00 IL ENTRANCED 0.00 1099.85 1057.00 0.892 1057.892 2.4 0.67 0.007 1057.899 0.00 0.224 4.00 4.00 0.00 0 0.00 ' �Oco\-�c7 rz%P csr L�O�� F 0 5 1 5 P PADING LINE NO 1 IS - WATER SURFACE PROFILE - TITLE CARD LISTING ' STORM DRAIN LINE "LATERAL B-6"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL DING LINE NO 3 IS - FILE:1135B6 OFI LE:1135B60 1 1 1 1 PAGE NO 3 (!E: 10/10/1997 TIME: 15:33 F0515P NATER SURFACE PROFILE - CHANNEL DEFINITION LISTING 1 LJ PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE 'DE NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 ' 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3-00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 ' 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 8.11 4.00 1 LJ PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 IF 0 5 1 5 P W S ELEV 1052.77 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 * * * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 3.8 0.0 1052.89 0.00 90.00 0.00 . 9 14 0.015 EMENT NO 6 IS A WALL EXIT U/S DATA STATION INVERT SECT 1078.05 1053.39 1 ELEMENT NO 7 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1173.74 1058.25 1 0.010 0.00 0.00 0.00 0 ELEMENT NO 8 IS A SYSTEM HEADWORKSO U/S DATA STATION INVERT SECT W S ELEV 1173.74 1058.25 1 0.00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING *[ARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + OC I 1 WATER SURFACE PROFILE - ELEMENT CARD LISTING EMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT ' 1000.00 1049.97 3 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 1075.05 1052.83 3 0.010 EMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1075.05 1052.83 14 0.500 'EMENT NO 4 IS A JUNCTION e C1Q> U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 1076.55 1052.89 14 8 0 0.015 'EMENT NO 5 IS A TRANSITION U/S DATA STATION INVERT SECT N 1078 05 1053 3 W S ELEV 1052.77 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 * * * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 3.8 0.0 1052.89 0.00 90.00 0.00 . 9 14 0.015 EMENT NO 6 IS A WALL EXIT U/S DATA STATION INVERT SECT 1078.05 1053.39 1 ELEMENT NO 7 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1173.74 1058.25 1 0.010 0.00 0.00 0.00 0 ELEMENT NO 8 IS A SYSTEM HEADWORKSO U/S DATA STATION INVERT SECT W S ELEV 1173.74 1058.25 1 0.00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING *[ARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + OC I 1 CENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE TEMECULA REGIONAL "LATERAL MALL B-6"- PARCEL MAP 28530 FILE:1135B6 OFILE:1135B60 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL, ELEV DEPTH DIA ID NO. PIER SO SF AVE HF NORM DEPTH ZR �ELEM +++xxxrrq+p++++xxxxxrr+r+++++++xxxxxr++++xxxxx+++++++++xxxxrx++++x+rx++++++xxxxx+++xxx+++x+x+xx+x++++++xxx++++xx+++++++++++++++++ I 1 10 Uy�l/YY 1000.00 ' 1049.9177 2.8010 1052.770 6.2 3.51 0.191 1052.961 0.00 0.962 1.50 0.00 0.00 0 0.00 33.47 0.03811 .002061 0.07 0.490 0.00 033.47 1051.24 1.604 1052.849 6.2 3.51 0.191 1053.040 0.00 0.962 1.50 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 033.47 1051.24 0.548 1051.793 6.2 10.62 1.750 1053.543 0.00 0.962 1.50 0.00 0.00 0 0.00 8.50 0.03811 .023776 0.20 0.490 0.00 041.97 1051.57 0.568 1052.137 6.2 10.10 1.583 1053.720 0.00 0.962 1.50 0.00 0.00 0 0.00 ' 7.17 0.03811 .020803 0.15 0.490 0.00 1049.14 1051.84 0.588 1052.431 6.2 9.63 1.439 1053.870 0.00 0.962 1.50 0.00 0.00 0 0.00 ' 5.49 0.03811 .018254 0.10 0.490 0.00 1054.63 1052.05 0.610 1052.662 6.2 9.19 1.310 1053.972 0.00 0.962 1.50 0.00 0.00 0 0.00 4.39 0.03811 .016029 0.07 0.490 0.00 059.02 1052.22 0.632 1052.851 6.2 8.76 1.191 1054.042 0.00 0.962 1.50 0.00 0.00 0 0.00 3.55 0.03811 .014072 0.05 0.490 0.00 ,0I*7 1052.35 0.655 1053.009 6.2 8.34 1.081 1054.090 0.00 0.962 1.50 0.00 0.00 0 0.00 2.85 0.03811 .012367 0.04 0.490 0.00 1065.42 1052.46 0.680 1053.143 6.2 7.96 0.984 1054.127 0.00 0.962 1.50 0.00 0.00 0 0.00 2.37 0.03811 .010875 0.03 0.490 0.00 067.79 1052.55 0.705 1053.258 6.2 7.59 0.894 1054.152 . 0.00 0.962 1.50 0.00 0.00 0 0.00 ' 1.91 0.03811 .009566 0.02 0.490 0.00 1069.70 1052.63 0.732 1053.358 6.2 7.23 0.813 1054.171 0.00 0.962 1.50 0.00 0.00 0 0.00 ' 1.58 0.03811 .008418 0.01 0.490 0.00 IENSEE:.R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-6"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B6 OFILE:1135B60 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER �ELEM SO SF AVE HF NORM DEPTH 2R -1071.28 1052.69 0.759 1053.445 6.2 6.90 0.740 1054.185 0.00 0.962 1.50 0.00 0.00 0 0.00 1.21 0.03811 .007415 0.01 0.490 0.00 072.49 1052.73 0.789 1053.521 6.2 6.58 0.673 1054.194 0.00 0.962 1.50 0.00 0.00 0 0.00 0.98 0.03811 .006537 0.01 0.490 0.00 073.47 1052.77 0.819 1053.589 6.2 6.28 0.611 1054.200 0.00 0.962 1.50 0.00 0.00 0 0.00 0.70 0.03811 .005769 0.00 0.490 0.00 074.17 1052.80 0.852 1053.649 6.2 5.98 0.555 1054.204 0.00 0.962 1.50 0.00 0.00 0 0.00 ' 0.50 0.03811 .005097 0.00 0.490 0.00 1074.67 1052.82 0.886 1053.702 6.2 5.70 0.505 1054.207 0.00 0.962 1.50 0.00 0.00 0 0.00 ' 0.30 0.03811 .004509 0.00 0.490 0.00 074.97 1052.83 0.922 1053.749 6.2 5.44 0.459 1054.208 0.00 0.962 1.50 0.00 0.00 0 0.00 0.08 0.03811 .003989 0.00 0.490 0.00 75.05 1052.83 0.962 1053.792 6.2 5.18 0.417 1054.209 0.00 0.962 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 8 (_ b 6-b 0.00 175.05 1052.83 1.568 1054.398 6.2 0.99 0.015 1054.413 0.00 0.421 8.11 4.00 0.00 0 0.00 �- 2X'- C� ePC- _ � oco � -o a JUNCT STR 0.04000 .000068 0.00 0.00 176.55 1052.89 1.534 1054.424 2.4 0.39 0.002 1054.426 0.00 0.224 8.11 4.00 0.00 0 0.00 TIS STR 0.33333 .000039 0.00 0.00 1078.05 1053.39 1.032 1054.422 2.4 0.58 0.005 1054.427 0.00 0.224 8.11 4.00 0.00 0 0.00 H1AULIC JUMP 0.00 1078.05 1053.39 0.326 1053.716 2.4 10.81 1.815 1055.531 0.00 0.663 1.00 0.00 0.00 0 0.00 1 5.20 0.05079 .050508 0.26 0.320 0.00 1 8 I�ENSEE: R.B.F. ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-6"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B6 OFILE:1135B60 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR +rtrtrtrtrtrtxrtxrtrtrtxxxxxrtrtrtrtrtrtrtrtxxxxxxrtrtrtrtxrtxrtxxxxxxxrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtxrtxxxxxxxxrtxxrtrtrtrtrtrtrtrtrtrtxrtrtxxxxrtrtxrtrtrtrtrtrtrtrtrtxxxxxxrtrtrtrtrtrtxrtrtrtxxrtxrtrt 083.25 1053.65 0.326 1053.980 2.4 10.76 1.799 1055.779 0.00 0.663 1.00 0.00 0.00 0 0.00 41.38 0.05079 .047133 1.95 0.320 0.00 124.63 1055.76 0.338 1056.094 2.4 10.26 1.633 1057.727 0.00 0.663 1.00 0.00 0.00 0 0.00 14.41 0.05079 .041322 0.60 0.320 0.00 ' 139.04 1056.49 0.350 1056.838 2.4 9.80 1.490 1058.328 0.00 0.663 1.00 0.00 0.00 0 0.00 8.43 0.05079 .036200 0.31 0.320 0.00 147.47 1056.92 0.362 1057.278 2.4 9.34 1.354 1058.632 0.00 0.663 1.00 0.00 0.00 0 0.00 ' 5.71 0.05079 .031753 0.18 0.320 0.00 1153.18 1057.21 0.376 1057.582 2.4 8.89 1.227 1058.809 0.00 0.663 1.00 0.00 0.00 0 0.00 ' 4.30 0.05079 .027866 0.12 0.320 0.00 157.48 1057.42 0.389 1057.813 2.4 8.48 1.117 1058.930 0.00 0.663 1.00 0.00 0.00 0 0.00 3.32 0.05079 .024432 0.08 0.320 0.00 160.80 1057.59 0.403 1057.996 2.4 8.08 1.014 1059.010 0.00 0.663 1.00 0.00 0.00 0 0.00 2.63 0.05079 .021449 0.06 0.320 0.00 ,163.43 1057.73 0.418 1058.144 2.4 7.72 0.925 1059.069 0.00 0.663 1.00 0.00 0.00 0 0.00 2.15 0.05079 .018834 0.04 0.320 0.00 1165.58 1057.84 0.433 1058.269 2.4 7.34 0.836 1059.105 0.00 0.663 1.00 0.00 0.00 0 0.00 ' 1.76 0.05079 .016540 0.03 0.320 0.00 1167.34 1057.92 0.449 1058.374 2.4 7.00 0.760 1059.134 0.00 0.663 1.00 0.00 0.00 0 0.00 1.44 0.05079 .014542 0.02 0.320 0.00 1168.78 1058.00 0.466 1058.464 2.4 6.69 0.694 1059.158 0.00 0.663 1.00 0.00 0.00 0 0.00 1 1.18 0.05079 .012797 0.02 0.320 0.00 'CENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-6"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B6 OFILE:1135860 'TATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH /ELEM SO SF AVE HF NORM DEPTH rrrrrrrr+r+rrrrrrrrrrrrrrrrr:rrr:rr...a.....................................................................--- PAGE 4 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR ................_..------ ______-----., 1169.96 1058.06 0.484 1058.542 2.4 6.37 0.629 1059.171 0.00 0.663 1.00 0.00 0.00 0 0.00 1.00 0.05079 .011264 0.01 0.320 0.00 ,1170.96 1058.11 0.502 1058.611 2.4 6.08 0.573 1059.184 0.00 0.663 1.00 0.00 0.00 0 0.00 0.80 0.05079 .009915 0.01 0.320 0.00 11171.76 1058.15 0.521 1058.671 2.4 5.78 0.519 1059.190 0.00 0.663 1.00 0.00 0.00 0 0.00 10.63 0.05079 .008743 0.01 0.320 0.00 1172.39 1058.18 0.542 1058.723 2.4 5.52 0.473 1059.196 0.00 0.663 1.00 0.00 0.00 0 0.00 ' 0.51 0.05079 .007716 0.00 0.320 0.00 1172.90 1058.21 0.563 1058.770 2.4 5.26 0.430 1059.200 0.00 0.663 1.00 0.00 0.00 0 0.00 0.37 0.05079 0.00 0.320 0.00 .006816 '1173.27 1058.23 0.586 1058.812 2.4 5.02 0.391 1059.203 0.00 0.663 1.00 0.00 0.00 0 0.00 0.28 0.05079 .006027 0.00 0.320 0.00 173.55 1058.24 0.609 1058.849 2.4 4.78 0.355 1059.204 0.00 0.663 1.00 0.00 0.00 0 0.00 0.14 0.05079 .005337 0.00 0.320 0.00 173.69 1058.25 0.635 1058.882 2.4 4.56 0.323 1059.205 0.00 0.663 1.00 0.00 0.00 0 0.00 0.05--Q.05079 TGo'�^' cCS�a�� h`� 2 -no G ` cc) l r� .004727 0.00 0.320 0.00 173.74 1058.25 0.663 1058.913 2.4 4.34 0.292 1059.205 0.00 0.663 1.00 0.00 0.00 0 0.00 F 0 5 1 5 P 17 d I PAGE NO 3 DATER SURFACE PROFILE - TITLE CARD LISTING �DING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B-7"- PARCEL MAP 28530 HEADING LINE NO 2 IS - TEMECULA REGIONAL MALL DING LINE NO 3 IS - FI LE:1135B7 OF[LE:1135870 17 d I PAGE NO 3 IE: 10/17/1997 TIME: 14:45 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE IDE NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 4.00 u 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 u I r 1 WATER SURFACE PROFILE - ELEMENT CARD LISTING LENT NO 1 IS A SYSTEM OUTLET i L1"'r_*0 U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1050.68 3 1054.50 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1034.64 1057.00 3 0.010 0.00 0.00 0.00 0 EMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1034.64 1057.00 14 0.500 ,EMENT NO 4 IS A SYSTEM HEADWORKS <� P> t>--1 U/S DATA STATION INVERT SECT W S ELEV 1034.64 1057.00 14 0.00 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 u I r 1 IENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P NATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-711- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:113587 OFILE:1135B70 'ATION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH SO UwSY 000.06-1050.68 3.820 1054.500 8.65 0.18245 008.65 1052.26 2.266 1054.525 HYDRAULIC JUMP 008.65 1052.26 0.396 1052.655 2.71 0.18245 011.36 1052.75 0.404 1053.156 ' 3.50 0.18245 1014.86 1053.39 0.418 1053.810 ' 2.90 0.18245 017.76 1053.92 0.433 1054.353 2.44 0.18245 ,020.20 1054.37 0.448 1054.813 2.07 0.18245 1022.27 1054.74 0.464 1055.206 1.78 0.18245 1024.05 1055.07 0.480 1055.547 ' 1.53 0.18245 1025.58 1055.35 0.497 1055.844 ' 1.33 0.18245 1026.91 1055.59 0.515 1056.105 1.17 0.18245 SF AVE HF NORM DEPTH ---------------- 6.3 3.57 0.197 1054.697 0.00 0.970 .002128 0.02 0.330 6.3 3.57 0.197 1054.722 0.00 0.970 6.3 16.89 4.430 1057.085 0.00 0.970 . .087516 0.24 1.50 0.00 6.3 16.36 4.158 1057.314 0.00 0.970 .078526 0.27 0.00 0 6.3 15.63 3.795 1057.605 0.00 0.970 1.50 0.00 .068743 0.20 0.00 6.3 14.89 3.444 1057.797 0.00 0.970 0.00 0 .060189 0.15 0.00 6.3 14.19 3.126 1057.939 0.00 0.970 0.00 .052700 0.11 6.3 13.55 2.850 1058.056 0.00 0.970 0.00 .046149 0.08 1.50 0.00 6.3 12.91 2.588 1058.135 0.00 0.970 .040413 0.06 0.00 0 6.3 12.30 2.351 1058.195 0.00 0.970 1.50 0.00 .035417 0.05 0.00 6.3 11.73 2.137 1058.242 0.00 0.970 0.00 0 .031040 0.04 0.00 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 PAGE 1 MGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 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 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 I�ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-7"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:113587 OFILE:1135B70 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL NGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR rrrrtrtrrrrtrtrtxxxxxxrrrtrtxxrtxrtxxrtrrrtrtrtrtxxrrrrrtxrtxx rrrrrrtrtrtrt xx xrrxrrrrtxxxxrrtrrrtrtxxxxrrtrtxxxxrxrrrtrrtrrtrtxxxxx rrrrxxxxxx rrrrtxxrrrrrtrtrtxxxr 028.08 1055.80 0.533 1056.335 6.3 11.19 1.944 1058.279 0.00 0.970 1.50 0.00 0.00 0 0.00 1.01 0.18245 .027201 0.03 0.330 0.00 029.09 1055.99 0.552 1056.540 6.3 10.66 1.764 1058.304 0.00 0.970 1.50 0.00 0.00 0 0.00 0.89 0.18245 .023855 0.02 0.330 0.00 029.98 1056.15 0.572 1056.721 6.3 10.16 1.603 1058.324 0.00 0.970 1.50 0.00 0.00 0 0.00 0.78 0.18245 .020919 0.02 0.330 0.00 030.76 1056.29 0.592 1056.884 6.3 9.69 1.459 1058.343 0.00 0.970 1.50 0.00 0.00 0 0.00 ' 0.67 0.18245 .018354 0.01 0.330 0.00 1031.43 1056.41 0.614 1057.029 6.3 9.24 1.325 1058.354 0.00 0.970 1.50 0.00 0.00 0 0.00 ' 0.59 0.18245 .016123 0.01 0.330 0.00 032.02 1056.52 0.637 1057.159 6.3 8.81 1.206 1058.365 0.00 0.970 1.50 0.00 0.00 0 0.00 0.51 0.18245 .014162 0.01 0.330 0.00 32.53 1056.62 ,0.660 1057.276 6.3 8.40 1.096 1058.372 0.00 0.970 1.50 0.00 0.00 0 0.00 0.44 0.18245 .012444 0.01 0.330 0.00 132.97 1056.70 0.685 1057.381 6.3 8.02 0.998 1058.379 0.00 0.970 1.50 0.00 0.00 0 0.00 0.39 0.18245 .010940 0.00 0.330 0.00 133.36 1056.77 0.710 1057.476 6.3 7.64 0.905 1058.381 0.00 0.970 1.50 0.00 0.00 0 0.00 1 0.32 0.18245 .009622 0.00 0.330 0.00 1033.68 1056.82 0.737 1057.561 6.3 7.28 0.824 1058.385 0.00 0.970 1.50 0.00 0.00 0 0.00 1 0.27 0.18245 .008471 0.00 0.330 0.00 1033.95 1056.87 0.765 1057.638 6.3 6.95 0.749 1058.387 0.00 0.970 1.50 0.00 0.00 0 0.00 1 0.21 0.18245 .007465 0.00 0.330 0.00 IENSEE:-R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-7"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B7 OFILE:1135B70 ,ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH �ELEM SO SF AVE HF NORM DEPTH x+x+xx+xxxx+x+++x+x++xxxx+xxxxxx++++x+xxxx++xx++++xxx++++xxxxx+xxxxxxx+++xx+++x+xxx++x++++x+++++x+ PAGE 3 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR +x 034.16 1056.91 0.795 1057.708 6.3 6.62 0.681 1058.389 0.00 0.970 1.50 0.00 0.00 0 0.00 0.18 0.18245 .006584 0.00 0.330 0.00 034.34 1056.94 0.826 1057.771 6.3 6.31 0.619 1058.390 0.00 0.970 1.50 0.00 0.00 0 0.00 0.13 0.18245 .005812 0.00 0.330 0.00 1034.47 1056.97 0.859 1057.828 6.3 6.02 0.562 1058.390 0.00 0.970 1.50 0.00 0.00 0 0.00 0.10 0.18245 .005135 0.00 0.330 0.00 034.57 1056.99 0.893 1057.880 6.3 5.74 0.511 1058.391 0.00 0.970 1.50 0.00 0.00 0 0.00 ' 0.05 0.18245 .004544 0.00 0.330 0.00 1034.62 1057.00 0.930 1057.927 6.3 5.47 0.465 1058.392 0.00 0.970 1.50 0.00 0.00 0 0.00 ' 0.02 0.18245 0.00 0.330 0.00 .004022 034.64 1057.00 0.970 1057.970 6.3 5.21 0.422 1058.392 0.00 0.970 1.50 0.00 0.00 0 0.00 LL ENTRANCE C-�� 1 0.00 34.64 1057.00 1.586 1058.586 6.3 0.99 0.015 1058.601 0.00 0.426 4.00 4.00 0.00 0 0.00 TaP � C�2c�� = L'o� � _ •oma 1 ., - t F 0 5 1 5 P 1 1 [1 PAGE NO 3 NATER SURFACE PROFILE - TITLE CARD LISTING f�DING LINE NO 1 IS - STORM DRAIN LINE "LATERAL B-8"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL f�DING LINE NO 3 IS - FILE :113588 OFI LE:113588D 1 1 [1 PAGE NO 3 IE: 9/24/1997 TIME: 10: 9 ' F0515P NATER SURFACE PROFILE - CHANNEL DEFINITION LISTING 1 1 11 PAGE 1 ZL ZR INV Y(1)Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE DE NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 ' 15.00 CD 14 3 0 0.00 5.57 4.00 1 1 11 PAGE 1 ZL ZR INV Y(1)Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 F 0 5 1 5 P ' WATER SURFACE PROFILE - ELEMENT CARD LISTING fj n ELEMENT NO 1 IS A SYSTEM OUTLET 16 * 4NC x U/S DATA STATION INVERT SECT ' 1000.00 1051.16 3 ELEMENT NO 2 IS A JUNCTION5 Lam` e,8 -i ' U/S DATA ATION INVERT SECT LAT -1 LAT -2 N 1039.71 1051.95 3 3 0 0.010 EMENT NO 3 IS A JUNCTION L.P�-a,-ex 'LRC' eT+g.� U/S DATA 81 ATION INVERT SECT LAT -1 LAT -2 N 1240.30 1055.97 3 1 3 0.010 'EMENT NO 4 IS A TRANSITION U/S DATA STATION INVERT SECT N 1245.30 1056.22 2 0.010 LENT NO 5 IS A JUNCTION O * (,Vqq 6'8,.6' 6 k4� ��3•S U/S DATA STATION INVERT SECT LAT -1 LAT -2 N PAGE NO 2 W S ELEV 1054.87 x x x 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2.2 0.0 1051.95 0.00 45.00 0.00 x x x Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1.1 1.2 1056.22 1055.97 45.00 5.00 x x x 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1405.14 1057.94 2 1 1 0.010 1.2 2.3 1058.07 1058.07 45.00 5.00 EMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1423.41 1058.14 2 0.010 0.00 0.00 0.00 0 ELEMENT NO 7 IS A SYSTEM HEADWORKSO ' U/S DATA STATION INVERT SECT W S ELEV 1423.41 1058.14 2 0.00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING *�ARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION 1N HDWKDS, W.S.ELEV = INV + DC 1 1 11 IENSSE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING a STORM DRAIN LINE "LATERAL B-8"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B8 OFILE:1135B80 PAGE 1 DATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR n ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ■rELEM SO SF AVE HF NORM DEPTH ZR 'luxxx�xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx �000-QO 1051.16 3.710 1054.870 11.5 6.51 0.658 1055.528 0.00 1.293 1.50 0.00 0.00 0 0.00 JUNCT STR 0.01989 �Z , g _ 6.1 .005865 0.23 0.00 1039.71 1051.95 3.574 1055.524 9.3 5.26 0.430 1055.954 0.00 1.179 1.50 0.00 0.00 0 0.00 JUNCT SIR 0.02004 $1 2� tax_ e, -j 0.00 240.30 1055.97 0.711 1056.681 7.0 8.48 1.118 1057.799 0.00 1.024 1.50 0.00 0.00 0 0.00 1�NS SIR 0.05000 .009598 0.05 0.00 1245.30 1056.22 1.060 1057.280 7.0 6.31 0.618 1057.898 0.00 1.060 1.25 0.00 0.00 0 0.00 ICT SIR 0.01076 0 (5-t,4 X, �Y- a- t-5 0.00 1405.14 1057.94 0.604 1058.,544 3.5 5.96 0.552 1059.096 0.00 0.755 1.25 0.00 0.00 0 0.00 ' 6.13 0.01095 .007435 0.05 0.550 0.00 411.27 1058.01 0.621 1058.628 3.5 5.74 0.511 1059.139 0.00 0.755 1.25 0.00 0.00 0 0.00 5.23 0.01095 .006641 0.03 0.550 0.00 416.50 1058.06 0.645 1058.709 3.5 5.48 0.466 1059.175 0.00 0.755 1.25 0.00 0.00 0 0.00 3.40 0.01095 .005854 0.02 0.550 0.00 419.90 1058.10 0.670 1058.772 3.5 5.22 0.422 1059.194 0.00 0.755 1.25 0.00 0.00 0 0.00 2.15 0.01095 .005163 0.01 0.550 0.00 1422.05 1058.12 0.696 1058.821 3.5 4.98 0.385 1059.206 0.00 0.755 1.25 0.00 0.00 0 0.00 1.09 0.01095 .004558 0.00 0.550 0.00 1423.14 1058.14 0.724 1058.861 3.5 4.74 0.349 1059.210 0.00 0.755 X1.25 0.00 0.00 0 0.00 '27 0.01095 .004024 0.00 0.550 0.00 0 0.00 '14 1 1058.14 0.755 1058.895 3.5 4.52 0.317 1059.212 0.00 0.755 1.25 0.00 0.00 IHEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - 1 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL B-8.1"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B8.1 OFILE:1135B8.10 PAGE NO 3 ATE: 10/10/1997 TIME: 12: 1 F0515P NATER SURFACE PROFILE - CHANNEL DEFINITION LISTING CARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ' CODE NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 'CD CD 3 4 1.50 CD 4 4 2.00 CD 5 4 2.50 'CD 6 4 3.00 CD 7 4 3.50 CD 8 4 4.00 9 4 4.50 'CD CD 10 4 5.00 CD 11 4 5.50 CD 12 4 6.00 ' CD 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 7.00 1 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE ELEMENT CARD LISTING DD ELEMENT NO 1 IS A SYSTEM OUTLET(,l..P�• N�'*U U/S DATA STA ON INVERT SECT W S ELEV ' 1000.00 1051.95 3 1055.52 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1125.28 1057.00 3 0.010 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1125.28 1057.00 14 0.500 ELEMENT NO 4 IS A SYSTEM HEADWORKS C & b- R.\* ' U/S DATA STATION INVERT SECT W S ELEV 1125.28 1057.00 14 0.00 EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING 'NO ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC E �ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 NATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-8.111- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B8.1 OFILE:1135B8.10 ' STATION INVERT DEPTH N.S. 0 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 ■ pj7� (rte• �'� 1000- . 1051.95 3.570 1055.520 2.2 1.25 0.024 1055.544 0.00 0.560 1.50 0.00 0.00 0 0.00 51.68 0.04031 0.01 0.280 0.00 .000257 ' 1051.68 1054.03 1.500 1055.533 2.2 1.25 0.024 1055.557 0.00 0.560 1.50 0.00 0.00 0 0.00 3.41 0.04031 .000240 0.00 0.280 0.00 ' 1055.09 1054.17 1.360 1055.531 2.2 1.31 0.026 1055.557 .0.00 0.560 1.50 0.00 0.00 0 0.00 1.93 0.04031 - .000235 0.00 0.280 0.00 ' 1057.02 1054.25 1.280 1055.529 2.2 1.37 0.029 1055.558 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 1.60 0.04031 .000255 0.00 0.280 0.00 1058.62 1054.31 1.213 1055.526 2.2 1.44 0.032 1055.558 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 1.37 0.04031 .000280 0.00 0.280 0.00 1059.99 1054.37 1.155 1055.523 2.2 1.51 0.035 1055.558 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 1.24 0.04031 0.00 0.280 0.00 .000311 1061.23 1054.42 1.102 1055.520 2.2 1.58 0.039 1055.559 0.00 0.560 1.50 0.00 0.00 0 0.00 1.10 0.04031 .000347 0.00 0.280 0.00 ' 1062.33 1054.46 1.054 1055.517 2.2 1.66 0.043 1055.560 0.00 0.560 1.50 0.00 0.00 0 0.00 1.00 0.04031 .000389 0.00 0.280 0.00 ' 1063.33 1054.50 1.010 1055.513 2.2 1.74 0.047 1055.560 0.00 0.560 1.50 0.00 0.00 0 0.00 '0.59 0.04031 .000437 0.00 0.280 0.00 1063.92 1054.53 0.968 1055.495 2.2 1.82 0.052 1055.547 0.00 0.560 1.50 0.00 0.00 0 0.00 ' HYDRAULIC JUMP 0.00 1063.92 1054.53 0.286 1054.813 2.2 9.36 1.361 1056.174 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 3.75 0.04031 .039265 0.15 0.280 0.00 1 LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL 9-8.1"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B8.1 OFILE:1135B8.10 STATION INVERT DEPTH W.S. 0 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 1067.67 1054.68 0.292 1054.970 2.2 9.05 1.273 1056.243 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 20.27 0.04031 .035083 0.71 0.280 0.00 ' 1087.94 1055.49 0.302 1055.797 2.2 8.63 1.156 1056.953 0.00 0.560 1.50 0.00 0.00 0 0.00 9.88 0.04031 .030652 0.30 0.280 0.00 ' 1097.82 1055.89 0.312 1056.205 2.2 8.24 1.054 1057.259 0.00 0.560 1.50 0.00 0.00 0 0.00 6.28 0.04031 .026790 0.17 0.280 0.00 1104.10 1056.15 0.323 1056.469 2.2 7.86 0.959 1057.428 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 4.51 0.04031 .023426 0.11 0.280 0.00 1108.61 1056.33 0.334 1056.662 2.2 7.48 0.869 1057.531 0.00 0.560 1.50 0.00 0.00 0 0.00 3.44 0.04031 .020470 0.07 0.280 0.00 1112.05 1056.47 0.345 1056.812 2.2 7.14 0.792 1057.604 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 2.68 0.04031 .017891 0.05 0.280 0.00 1114.73 1056.58 0.357 1056.932 2.2 6.81 0.720 1057.652 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 2.17 0.04031 .015644 0.03 0.280 0.00 ' 1116.90 1056.66 0.369 1057.031 2.2 6.49 0.654 1057.685 0.00 0.560 1.50 0.00 0.00 0 0.00 1.74 0.04031 .013681 0.02 0.280 0.00 ' 1118.64 1056.73 0.382 1057.114 2.2 6.20 0.596 1057.710 0.00 0.560 1.50 0.00 0.00 0 0.00 0.04031 .011968 0.02 0.280 0.00 '1.45 1120.09 1056.79 0.395 1057.186 2.2 5.90 0.540 1057.726 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 1.18 0.04031 .010471 0.01 0.280 0.00 1121.27 1056.84 0.409 1057.247 2.2 5.63 0.492 1057.739 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 1 1 0.99 0.04031 .009163 0.01 0.280 0.00 �:CENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-8.1"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B8.1 OFILE:1135B8.10 STATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ' ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SO SF AVE HF NORM DEPTH ZR �L/ELEM xx+xxxxxxxxxxxxxx+++++++++xxxxxxxxxx++xxxxxxxxx++xx++xxxxxxxxxxxx+++xxxxxxxx++xxxxxxxxxxx++xxxxxxxxxx+++++xxxxxxxxxx+++++xwww++x++ 1122.26 1056.88 0.423 1057.301 2.2 5.37 0.447 1057.748 0.00 0.560 1.50 0.00 0.00 0 0.00 0.79 0.04031 .008019 0.01 0.280 0.00 1123.05 1056.91 0.438 1057.348 2.2 5.12 0.406 1057.754 0.00 0.560 1.50 0.00 0.00 0 0.00 0.66 0.04031 .007020 0.00 0.280 0.00 ' 1123.71 1056.94 0.453 1057.390 2.2 4.88 0.369 1057.759 0.00 0.560 1.50 0.00 0.00 0 0.00 0.52 0.04031 .006145 0.00 0.280 0.00 1124.23 1056.96 0.469 1057.427 2.2 4.65 0.336 1057.763 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 0.39 0.04031 .005384 0.00 0.280 0.00 1124.62 1056.97 0.486 1057.459 2.2 4.44 0.305 1057.764 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 0.30 0.04031 .004717 0.00 0.280 0.00 1124.92 1056.98 0.503 1057.488 2.2 4.23 0.278 1057.766 0.00 0.560 1.50 0.00 0.00 0 0.00 0.20 0.04031 .004133 0.00 0.280 0.00 ' 1125.12 1056.99 0.521 1057.515 2.2 4.03 0.252 1057.767 0.00 0.560 1.50 0.00 0.00 0 0.00 0.13 0.04031 .003621 0.00 0.280 0.00 1125.25 1057.00 0.539 1057.538 2.2 3.85 0.230 1057.768 0.00 0.560 1.50 0.00 0.00 0 0.00 0.03 0.04031 .003165 0.00 0.280 0.00 ' 1125.28 1057.00 0.560 1057.560 2.2 3.65 0.207 1057.767 0.00 0.560 1.50 0.00 0.00 0 0.00 ' WALL ENTRANCE eer Pj- g- N 0.00 1125.28 1057.00 0.859 1057.859 2.2 0.37 0.002 1057.861 0.00 0.145 4.00 7.00 0.00 0 0.00 1 IF 0 5 1 5 P PAGE NO 3 ' - WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B-8.2"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL DING LINE NO 3 IS - FILE:1135B8.2 OFILE:113588.20 1 [J fl 1 "IE: 9/24/1997 TIME: 10:40 1 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING I 1 [1 1 1 1 1 I 1 1 G PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE IDE NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 1 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 1 9 4 4.50 10 4 5.00 CD 11 4 - 5.50 12 4 6.00 1 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 7.00 1 I 1 [1 1 1 1 1 I 1 1 G PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 1' F 0 5 1 5 P PAGE NO 2 [1 1 1 I WATER SURFACE PROFILE - ELEMENT CARD LISTING ILEMENT NO 1 IS A SYSTEM OUTLET 81 LPC. Py g U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1056.22 1 1056.68 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1017.76 1059.00 1 0.010 0.00 0.00 0.00 0 EMENT NO 3 IS A D(ZP ItJ SYSTEM HEADWORKSO U/S DATA STATION INVERT SECT W S ELEV 1017.76 1059.00 1 0.00 NOEDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING 1 WARNING NO.2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC [1 1 1 I .'tENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-8.2"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B8.2 OFILE:1135B8.20 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRO.EL. ELEV DEPTH DIA ID NO. PIER ELEM 50 SF AVE HF NORM DEPTH ZR '1000.00 1056.22 - 0.180 1056.400 1.1 11.46 2.039 1058.439 0.00 0.441 1.00 0.00 0.00 0 0.00 0.31 0.15653 .112638 0.03 0.150 0.00 000.31 1056.27 0.180 1056.449 1.1 11.46 2.039 1058.488 0.00 0.441 1.00 0.00 0.00 0 0.00 3.44 0.15653 .104774 0.36 0.150 0.00 1 003.75 1056.81 0.186 1056.993 1.1 10.89 1.842 1058.835 0.00 0.441 1.00 0.00 0.00 0 0.00 2.47 0.15653 .091472 0.23 0.150 0.00 006.22 1057.19 0.192 1057.386 1.1 10.38 1.672 1059.058 0.00 0.441 1.00 0.00 0.00 0 0.00 1.90 0.15653 .079940 0.15 0.150 0.00 1008.12 1057.49 0.199 1057.689 1.1 9.91 1.525 1059.214 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 1.51 0.15653 ..069946 0.11 0.150 0.00 1009.63 1057.73 0.206 1057.933 1.1 9.40 1.373 1059.306 0.00 0.441 1.00 0.00 0.00 0 0.00 1.24 0.15653 .061154 0.08 0.150 0.00 010.87 1057.92 0.213 1058.135 1.1 9.02 1.262 1059.397 0.00 0.441 1.00 0.00 0.00 0 0.00 1.04 0.15653 .053428 0.06 0.150 0.00 011.91 1 1058.08 0.220 1058.304 1.1 8.59 1.147 1059.451 0.00 0.441 1.00 0.00 0.00 0 0.00 0.88 0.15653 .046645 0.04 0.150 0.00 1012.79 1058.22 0.227 1058.449 1.1 8.15 1.031 1059.480 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 0.75 0.15653 .040757 0.03 0.150 0.00 1013.54 1058.34 0.235 1058.574 1.1 7.80 0.945 1059.519 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 0.64 0.15653 .035646 0.02 0.150 0.00 1014.18 1058.44 0.243 1058.682 1.1 7.43 0.858 1059.540 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 0.56 0.15653 .031154 0.02 0.150 0.00 •JENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-8.2"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B8.2 OFILE:1135B8.20 �ATION INVERT DEPTH U.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR txttxtxxxtxxxxxxtxxxxxtxxttttttttttttxxxxtxtxxxxxxxtxxxxxxttxtttxxtttxxttxttttttxxxxxxxtxxxxtxxxtxxxxxxxtxxtttttxxxxxxtxxxtxxt tt 014.74 1058.53 0.251 1058.778 1.1 7.10 0.782 1059.560 0.00 0.441 1.00 0.00 0.00 0 0.00 0.48 0.15653 .027245 0.01 0.150 0.00 015.22 1058.60 0.260 1058.862 1.1 6.75 0.707 1059.569 0.00 0.441 1.00 0.00 0.00 0 0.00 0.41 0.15653 .023846 0.01 0.150 0.00 ' 015.63 1058.67 0.269 1058.936 1.1 6.43 0.643 1059.579 0.00 0.441 1.00 0.00 0.00 0 0.00 0.36 0.15653 .020882 0.01 0.150 0.00 015.99 1058.72 0.279 1059.002 1.1 6.15 0.586 1059.588 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 0.32 0.15653 .018275 0.01 0.150 0.00 1016.31 1058.77 0.288 1059.061 1.1 5.85 0.532 1059.593 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 0.27 0.15653 .015979 0.00 0.150 0.00 016.58 1058.82 0.298 1059.114 1.1 5.58 0.484 1059.598 0.00 0.441 1.00 0.00 0.00 0 0.00 0.23 0.15653 .013997 0.00 0.150 0.00 016.81 1058.85 0.309 1059.161 1.1 5.31 0.438 1059.599 0.00 0.441 1.00 0.00 0.00 0 0.00 0.21 0.15653 .012268 0.00 0.150 0.00 017.02 1 1058.88 0.320 1059.204 1.1 5.07 0.399 1059.603 0.00 0.441 1.00 0.00 0.00 0 0.00 0.17 0.15653 .010743 0.00 0.150 0.00 1017.19 1058.91 0.331 1059.242 1.1 4.85 0.365 1059.607 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 0.14 0.15653 .009411 0.00 0.150 0.00 1017.33 1058.93 0.343 1059.276 1.1 4.62 0.332 1059.608 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 0.12 0.15653 .008249 0.00 0.150 0.00 1017.45 1058.95 0.355 1059.307 1.1 4.40 0.301 1059.608 0.00 0.441 1.00 0.00 0.00 0 0.00 0.10 0.15653 .007232 0.00 0.150 0.00 JCENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 NATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-8.211- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:113588.2 OFILE:1135B8.20 �ATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER �ELEM SO SF AVE HF NORM DEPTH ZR xxrtxrtrtx+wwrtrtx++rtrt+xrtx+x+rtrtrtxxrtrtrtxww+rt++wwwxrtrtrtrt+xrtrtrtrtrtrtrtrtrtrtxxxrtrtx+rtrtx+++wwwwrtwwwrt+xrt++rt+rtrtrtxrt+rt++w+x++wxxrtrt++rt++wwrtw++rtrtrt++++w++ 1017.55 1058.97 0.368 1059.335 1.1 4.20 0.274 1059.609 0.00 0.441 1.00 0.00 0.00 0 0.00 0.08 0.15653 .006342 0.00 0.150 0.00 017.63 1058.98 0.381 1059.361 1.1 4.00 0.248 1059.609 0.00 0.441 1.00 0.00 0.00 0 0.00 0.06 0.15653 .005563 0.00 0.150 0.00 '1017.69 1058.99 0.395 1059.383 1.1 3.81 0.225 1059.608 0.00 0.441 1.00 0.00 0.00 0 0.00 0.04 0.15653 .004881 0.00 0.150 0.00 1017.73 1058.99 0.409 1059.404 1.1 3.63 0.205 1059.609 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 0.02 0.15653 .004283 0.00 0.150 0.00 1017.75 1059.00 0.424 1059.423 1.1 3.47 0.187 1059.610 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 0.01 0.15653 .003749 0.00 0.150 0.00 �, 2a� oep"a cpnr`tc�n.� 101 1059.00 0.441 1059.441 1.1 3.29 0.168 1059.609 0.00 0.441 1.00 0.00 0.00 0 0.00 1 IF 0 5 1 5 P OADING WATER SURFACE PROFILE - TITLE CARD LISTING LINE NO 1 IS - I STORM DRAIN LINE "LATERAL B-8.3"- PARCEL MAP 28530 HEADING LINE NO 2 IS - TEMECULA REGIONAL MALL f�DING LINE NO 3 IS - FILE :113588.3 OFI LE:1135B8.30 1 1 1 1 1 1 I 11 PAGE NO 3 IE: 9/24/1997 TIME: 10:41 t F051 5P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING D SECT CHN NO OF AVE PIER HEIGHT 1 BASE E NO TYPE PIERS WIDTH DIAMETER WIDT CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 ' 9 4 4.50 10 4 5.00 CD 11 4 5.50 ' 12 4 6.00 13 3 1 1.00 5.00 15.0 CD 14 3 0 0.00 4.00 4.0 1 C F 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 H 0 0 1 C F 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 IF 0 5 1 5 P PAGE NO 2 ' WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET UI U5- 6 % ' U/S DATA STATION INVERT SECT W S ELEV 1000.00 1055.97 3 1056.68 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N 7022.63 1057.16 3 0.010 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 NO 3 IS A WALL ENTRANCE �EMENT U/S DATA STATION INVERT SECT FP 1022.63 1057.16 14 0.500 �EMENT NO 4 IS A SYSTEM HEADWORKS _,% e-WC4 �PSIIJ •3 * U/S DATA STATION INVERT SECT W S ELEV 1022.63 1057.16 14 0.00 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 I [J G IENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-8.31-- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B8.3 OFILE:1135B8.30 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH ELEM SO SF AVE HF NORM DEPTH .................................................................................................... :!\ I K- e> -'b 000.00 1055.97 0.214 1056.184 3.15 0.05258 ' 003.15 1056.14 0.217 1056.353 4.36 0.05258 ' 007.51 1056.37 0.224 1056.589 3.11 0.05258 010.62 1056.53 0.231 1056.759 2.32 0.05258 1012.94 1056.65 0.239 1056.889 1.84 0.05258 014.78 1056.75 0.247 1056.994 1.49 0.05258 016.27 1056.83 0.255 1057.081 1.20 0.05258 017.47 1056.89 0.264 1057.153 1.01 0.05258 018.48 1056.94 0.273 1057.215 ' 0.85 0.05258 1019.33 1056.99 0.282 1057.268 0.69 0.05258 020.02 1057.02 0.292 1057.315 0.58 0.05258 PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.2 7.79 0.943 1057.127 0.00 0.410 1.50 0.00 0.00 0 0.00 .039239 0.12 0.200 0.00 1.2 7.59 0.896 1057.249 0.00 0.410 1.50 0.00 0.00 0 0.00 .035467 0.15 0.200 0.00 1.2 7.23 0.811 1057.400 0.00 0.410 1.50 0.00 0.00 0 0.00 .030932 0.10 0.200 0.00 1.2 6.90 0.739 1057.498 0.00 0.410 1.50 0.00 0.00 0 0.00 .026996 0.06 0.200 0.00 1.2 6.59 0.675 1057.564 0.00 0.410 1.50 0.00 0.00 0 0.00 .023583 0.04 0.200 0.00 1.2 6.28 0.613 1057.607 0.00 0.410 1.50 0.00 0.00 0 0.00 .020587 0.03 0.200 0.00 1.2 6.00 0.559 1057.640 0.00 0.410 1.50 0.00 0.00 0 0.00 .017982 0.02 0.200 0.00 1.2 5.71 0.507 1057.660 0.00 0.410 - 1.50 0.00 0.00 0 0.00 .015718 0.02 0.200 0.00 1.2 5.45 0.462 1057.677 0.00 0.410 1.50 0.00 0.00 0 0.00 .013729 0.01 0.200 0.00 1.2 5.19 0.419 1057.687 0.00 0.410 1.50 0.00 0.00 0 0.00 .011997 0.01 0.200 0.00 1.2 4.96 0.382 1057.697 0.00 0.410 1.50 0.00 0.00 0 0.00 .010489 0.01 0.200 0.00 JENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-8.311- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135BB.3 OFILE:113568.30 'ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH BELEM SO SF AVE HF NORM DEPTH PAGE 2 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR ,020.60 1057.05 0.302 1057.355 1.2 4.72 0.347 1057.702 0.00 0.410 1.50 0.00 0.00 0 0.00 0.50 0.05258 .009164 0.00 0.200 0.00 021.10 1057.08 0.312 1057.391 1.2 4.49 0.314 1057.705 0.00 0.410 1.50 0.00 0.00 0 0.00 0.41 0.05258 .008001 0.00 0.200 0.00 1021.51 1057.10 0.322 1057.423 1.2 4.29 0.285 1057.708 0.00 0.410 1.50 0.00 0.00 0 0.00 0.33 0.05258 .006989 0.00 0.200 0.00 1021.84 1057.12 0.333 1057.452 1.2 4.10 0.260 1057.712 0.00 0.410 1.50 0.00 0.00 0 0.00 ' 0.25 0.05258 .006114 0.00 0.200 0.00 1022.09 1057.13 0.345 1057.477 1.2 3.90 0.236 1057.713 0.00 0.410 1.50 0.00 0.00 0 0.00 0.20 0.05258 0.00 0.200 0.00 .005350 022.29 1057.14 0.357 1057.499 1.2 3.72 0.214 1057.713 0.00 0.410 1.50 0.00 0.00 0 0.00 0.16 0.05258 .004677 0.00 0.200 0.00 022.45 1057.15 0.369 1057.520 1.2 3.55 0.196 1057.716 0.00 0.410 1.50 0.00 0.00 0 0.00 0.10 0.05258 .004091 0.00 0.200 0.00 ,022.55 1057.16 0.382 1057.538 1.2 3.38 0.177 1057.715 0.00 0.410 1.50 0.00 0.00 0 0.00 0.06 0.05258 .003579 0.00 0.200 0.00 022.61 1057.16 0.395 1057.554 1.2 3.23 0.162 1057.716 0.00 0.410 1.50 0.00 0.00 0 0.00 ' 0.02 0.05258 .003116 0.00 0.200 0.00 1022.63 1057.16 0.410 1057.570 1.2 3.06 0.146 1057.716 0.00 0.410 1.50 0.00 0.00 0 0.00 ,LL ENTRANCE "lQ GPcL� ©(�SIIJ-�-� 0.00 1022.63 1057.16 0.615 1057.775 1.2 0.49 0.004 1057.779 0.00 0.141 4.00 4.00 0.00 0 0.00 0 C�- G2cJ'� F 0 5 1 5 P PAGE NO 3 H�ANATER SURFACE PROFILE - TITLE CARD LISTING DING LINE NO i IS - ' STORM DRAIN LINE "LATERAL B-8.4"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL DING LINE NO 3 IS - FILE:1735B8.4 OFI LE:113588.40 I 11 I 11 IE: 10/10/1997 TIME: 13:42 ' F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING 7' I .1 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 D SECT CHN NO OF AVE PIER HEIGHT 1 BASE E NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 ' 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 7.00 7' I .1 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 1 1 1 WATER SURFACE PROFILE - ELEMENT CARD LISTING ' S ilk V *6_&) ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1058.07 1 1058.54 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.80 1059.00 1 0.010\\ 0.00 0.00 0.00 0 NO 3 IS A LW~ SYSTEM HEADWORKS R-�� ��� G�a� �MENT U/S DATA STATION INVERT SECT W S ELEV 1014.80 1059.00 1 0.00 N&fDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING *IWARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 1 1 �ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-8.41-- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135BB.4 OFILE:1135B8.40 �ATION INVERT DEPTH W.S. 0 VEL VEL - ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH SELEM SO SF AVE HF NORM DEPTH tl ' 000.00 58.07 0.247 1058.317 2.53 0.06284 ' 002.53 1058.23 0.254 1058.483 2.32 0.06284 ' 004.85 1058.37 0.263 1058.638 1.85 0.06284 006.70 1058.49 0.272 1058.763 1.51 0.06284 1008.21 1058.59 0.281 1058.867 ' 1.24 0.06284 009.45 1058.66 0.291 1058.955 1.03 0.06284 ' 010.48 1058.73 0.301 1059.030 0.86 0.06284 ' 011.34 1058.78 0.312 1059.094 0.72 0.06284 012.06 1058.83 0.323 1059.151 ' 0.62 0.06284 1012.68 1058.87 0.334 1059.201 ' 0.50 0.06284 11013.18 1058.90 0.346 1059.244 0.43 0.06284 PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.2 7.95 0.981 1059.298 0.00 0.462 1.00 0.00 0.00 0 0.00 .035432 0.09 0.200 0.00 1.2 7.64 0.907 1059.390 0.00 0.462 1.00 0.00 0.00 0 0.00 .031294 0.07 0.200 0.00 1.2 7.27 0.821 1059.459 0.00 0.462 1.00 0.00 0.00 0 0.00 .027382 0.05 0.200 0.00 1.2 6.94 0.747 1059.510 0.00 0.462 1.00 0.00 0.00 0 0.00 .023942 0.04 0.200 0.00 1.2 6.59 0.675 1059.542 0.00 0.462 1.00 0.00 0.00 0 0.00 .020945 0.03 0.200 0.00 1.2 6.32 0.619 1059.574 0.00 0.462 1.00 0.00 0.00 0 0.00 .018336 0.02 0.200 0.00 1.2 6.00 0.559 1059.589 0.00 0.462 1.00 0.00 0.00 0 0.00 .016058 - 0.01 0.200 0.00 1.2 5.74 0.512 1059.606 0.00 0.462 1.00 0.00 0.00 0 0.00 .014070 0.01 0.200 0.00 1.2 5.45 0.462 1059.613 0.00 0.462 1.00 0.00 0.00 0 0.00 .012320 0.01 0.200 0.00 1.2 5.22 0.423 1059.624 0.00 0.462 1.00 0.00 0.00 0 0.00 .010790 0.01 0.200 0.00 1.2 4.96 0.382 1059.626 0.00 0.462 1.00 0.00 0.00 0 0.00 .009455 0.00 0.200 0.00 L NSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-8.4"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B8.4 OFILE:1135B8.40 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL MGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER LEM SO SF AVE HF NORM DEPTH ZR x xxxrrrrrrrrrrrrxrxxrxxxxxxxxxrrrrrrrrrxrxxxxxxrrrrrrrrrrrrx rrxxxxxxxxrrrrrxxxxxxxxxxxxrrrrrrrrrrrrxxxxxxxxxrrrrrrrrrrrrrrrrrrrr 13.61 1058.92 0.358 1059.283 1.2 4.74 0.349 1059.632 0.00 0.462 1.00 0.00 0.00 0 0.00 0.34 0.06284 .008287 0.00 0.200 0.00 '013.95 1058.95 0.371 1059.318 1.2 4.51 0.316 1059.634 0.00 0.462 1.00 0.00 0.00 0 0.00 0.27 0.06284 .007274 0.00 0.200 0.00 1014.22 1058.96 0.385 1059.349 1.2 4.30 0.287 1059.636 0.00 0.462 1.00 0.00 0.00 0 0.00 0.23 0.06284 0.00 0.200 0.00 .006380 0.462 1.00 0.00 0.00 0 0.00 014.45 1058.98 0.398 1059.376 1.2 4.11 0.262 1059.638 0.00 ' 0.16 0.06284 .005596 0.00 0.200 0.00 1014.61 1058.99 0.413 1059.401 1.2 3.91 0.237 1059.638 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 0.11 0.06284 .004915 0.00 0.200 0.00 014.72 1058.99 0.428 1059.423 1.2 3.73 0.216 1059.639 0.00 0.462 1.00 0.00 0.00 0 0.00 0.06 0.06284 .004318 0.00 0.200 0.00 ,014.78 1059.00 0.444 1059.443 1.2 3.56 0.197 1059.640 0.00 0.462 1.00 0.00 0.00 0 0.00 0.02 0.06284 .003784 0.00 0.200 0.00 Np-� o¢P,l� cSw(, ) 014.80 1059.00 0.462 1059.462 1.2 3.38 0.177 1059.639 0.00 0.462 1.00 0.00 0.00 0 0.00 1 1 ' F 0'5 1 5 P [1 I 1 1 11 PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING #DING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B-8.5"- PARCEL MAP 28530 HEADING LINE NO 2 IS - TEMECULA REGIONAL MALL DING LINE NO 3 IS - FI LE:1135B8.5 OFILE:1135B8.50 [1 I 1 1 11 PAGE NO 3 ITE; 10/10/1997 TIME: 13:42 ' F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING 1 1 I PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE r NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 7.00 1 1 I PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 ' WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS STEM OUTLET * * U/S DATA STATION INVERT SECT W S ELEV 1000.00 1058.07 1 1058.54 ELEMENT NO 2 IS A REACH t U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1043.05 1059.00 1 0.010 0.00 0.00 0.00 0 'EMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1043.05 1059.00 1 0.00 DIT ERRORS ENCDUNTERED-COMPUTATION IS NOW BEGINNING ARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC �ENSEE: R.R.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-8.5"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B8.5 QFILE:1135B8.50 'ATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER �ELEM SO SF AVE HF NORM DEPTH ZR ++++++++++++++++++++++xxxxx+x++++++++++++++++++xxxxxxxx++++++++++++++++++++++xxxx+x+++++++++++++++++++xxxxx++xx+++++++x+xxx+x L-c5z-6-lb ;00 0 1058.07 0.418 1058.488 2.3 7.40 0.849 1059.337 0.00 0.649 1.00 0.00 0.00 0 0.00 8.76 0.02160 .017905 0.16 0.400 0.00 ,008.76 1058.26 0.425 1058.684 2.3 7.21 0.807 1059.491 0.00 0.649 1.00 0.00 0.00 0 0.00 10.70 0.02160 .016235 0.17 0.400 0.00 019.46 1058.49 0.441 1058.931 2.3 6.89 0.736 1059.667 0.00 0.649 1.00 0.00 0.00 0 0.00 0.02160 .014267 0.10 0.400 0.00 16.93 026.39 1058.64 0.457 1059.097 2.3 6.55 0.667 1059.764 0.00 0.649 1.00. 0.00 0.00 0 0.00 ' 4.72 0.02160 .012549 0.06 0.400 0.00 1031.11 1058.74 0.475 1059.217 2.3 6.25 0.607 1059.824 0.00 0.649 1.00 0.00 0.00 0 0.00 ' 3.52 0.02160 0.04 0.400 0.00 .011050 034.63 1058.82 0.493 1059.311 2.3 5.96 0.551 1059.862 0.00 0.649 1.00 0.00 0.00 0 0.00 . 2.71 0.02160 .009722 0.03 0.400 0.00 '037.34 1058.88 0.511 1059.388 2.3 5.68 0.501 1059.889 0.00 0.649 1.00 0.00 0.00 0 0.00 1.96 0.02160 .008561 0.02 0.400 0.00 39.30 1058.92 0.531 1059.450 2.3 5.42 0.457 1059.907 0.00 0.649 1.00 0.00 0.00 0 0.00 1.46 0.02160 .007553 0.01 0.400 0.00 040.76 1058.95 0.552 1059.503 2.3 5.17 0.415 1059.918 0.00 0.649 1.00 0.00 0.00 0 0.00 ' 1.05 0.02160 .006669 0.01 0.400 0.00 1041.81 1058.97 0.574 1059.547 2.3 4.93 0.377 1059.924 0.00 0.649 1.00 0.00 0.00 0 0.00 ' 0.72 0.02160 .005894 0.00 0.400 0.00 1042.53 1058.99 0.597 1059.586 2.3 4.69 0.342 1059.928 0.00 0.649 1.00 0.00 0.00 0 0.00 0.44 0.02160 .005213 0.00 0.400 0.00 IENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P 042.97 1059.00 0.621 1059.619 2.3 4.48 0.312 1059.931 0.00 0.649 0.08 0.02160 .004612 0.00 043.05 1059.00 0.649 1059.649 2.3 4.27 0.283 1059.932 0.00 0.649 1 t PAGE 2 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-8.5"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B8.5 OFILE:1135B8.50 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH VELEM SO SF AVE HF 042.97 1059.00 0.621 1059.619 2.3 4.48 0.312 1059.931 0.00 0.649 0.08 0.02160 .004612 0.00 043.05 1059.00 0.649 1059.649 2.3 4.27 0.283 1059.932 0.00 0.649 1 t PAGE 2 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 I I I I I I I I I. I I [1 I PAGE NO 3 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ISTORM DRAIN LINE "LATERAL B-9"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ITEMECULA REGIONAL MALL HlING LINE NO 3 IS - FILE:113589 OF[LE:1135B90 I I I I I I I I I I. I I [1 I PAGE NO 3 10/17/1997 TIME: 15:13 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING D SECT CHN NO OF AVE PIER HEIGHT 1 BASE E NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 ' 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 CD 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 t 12 4 6.00 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 4.00 1 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 IF 0 5 1 5 P N S ELEV 1055.17 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 NO NATER SURFACE PROFILE - ELEMENT CARD LISTING �EMENT 0 _ . 12:5' U_Zv* ELEMENT NO 1 IS A SYSTEM OUTLET 0.500 �EMENT NO U/S DATA STATION INVERT SECT ' 1000.00 1051.60 3 W S ELEV ELEMENT NO 2 IS A REACH 0.00 ' U/S DATA STATION INVERT SECT N 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR 1059.42 1056.25 3 0.010 N S ELEV 1055.17 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 NO 3 IS A WALL ENTRANCE �EMENT U/S DATA STATION INVERT SECT FP 1059.42 1((056.25 14 0.500 �EMENT NO 4 IS A SYSTEM HEADWORKS C.b. . �:> _9 U/S DATA STATION INVERT SECT W S ELEV 1059.42 1056.25 14 0.00 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 1 1 P L INSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-9"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B9 OFILE:1135B90 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH al -EM SO SF AVE HF NORM DEPTH (:�) L..1 -:iz " 00.00 1051.60 3.570 1055.170 26.69 0.07826 126.69 1053.69 1.500 1055.189 1.47 0.07826 128.16 1053.80 1.360 1055.164 H1IAULIC JUMP 1028.16 1053.80 0.347 1054.151 ' 1.41 0.07826 1029.57 1053.91 0.347 1054.261 ' 5.73 0.07826 35.30 1054.36 0.359 1054.721 4.35 0.07826 39.65 1054.70 0.371 1055.074 3.42 0.07826 43.07 1054.97 0.384 1055.354 2.78 0.07826 45.85 1055.19 0.397 1055.585 1 2.29 0.07826 1048.14 1055.37 0.411 1055.778 1 1.93 0.07826 50.07 1055.52 0.425 1055.943 1.62 0.07826 3.6 2.04 0.064 1055.234 0.00 0.724 0.310 .000687 0.02 3.6 2.04 0.064 1055.253 0.00 0.724 0.310 .000644 0.00 3.6 2.14 0.071 1055.235 0.00 0.724 3.6 11.61 2.094 1056.245 0.00 0.724 0.310 .050361 0.07 3.6 11.61 2.094 1056.355 0.00 0.724 0.310 .047119 0.27 3.6 11.08 1.905 1056.626 0.00 0.724 .041194 0.18 3.6 10.56 1.731 1056.805 0.00 0.724 0.310 .036022 0.12 3.6 10.06 1.570 1056.924 0.00 0.724 0.310 .031509 0.09 3.6 9.60 1.431 1057.016 0.00 0.724 0.310 .027564 0.06 3.6 9.16 1.303 1057.081 0.00 0.724 0.310 .024120 0.05 _ 3.6 8.72 1.180 1057.123 0.00 0.724 0.310 .021107 0.03 PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 0.310 0.00 1.50 0.00 0.00 0 0.00 0.310 0.00 1.50 0.00 0.00 0 0.00 0.310 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.310 0.00 1.50 0.00 0.00 0 0.00 0.310 0.00 1.50 0.00 0.00 0 0.00 0.310 0.00 1.50 0.00 0.00 0 0.00 0.310 0.00 1.50 0.00 0.00 0 0.00 0.310 0.00 1.50 0.00 0.00 0 0.00 0.310 0.00 1.50 0.00 0.00 0 0.00 0.310 0.00 1.50 0.00 0.00 0 0.00 0.310 0.00 LIENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-9"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B9 OFILE:1135690 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER LEM SO SF AVE HF NORM DEPTH ZR x rrrrrrrr rrrrrxxxxxrxrrrrrrrrrrrrrrrrrrxxxxxxxxxxxxxxxxxxxxxxxxxxrrrrr xrrrrrrrrrrrrrrrrxrrxxxxxxxxxxxxxxxxxrrrrrrrrrrrrxrxxxxxxx 51.69 1055.64 0.440 1056.085 3.6 8.31 1.073 1057.158 0.00 0.724 1.50 0.00 0.00 0 0.00 1.38 0.07826 .018474 0.03 0.310 0.00 53.07 1055.75 0.455 1056.208 3.6 7.93 0.976 1057.184 0.00 0.724 1.50 0.00 0.00 0 0.00 1.17 0.07826 .016169 0.02 0.310 0.00 54.24 1055.85 0.471 1056.316 3.6 7.56 0.888 1057.204 0.00 0.724 1.50 0.00 0.00 0 0.00 ' 1.00 0.07826 .014166 0.01 0.310 0.00 1055.24 1055.92 0.488 1056.411 3.6 7.21 0.808 1057.219 0.00 0.724 1.50 0.00 0.00 0 0.00 ' 0.86 0.07826 .012411 0.01 0.310 0.00 1056.10 1055.99 0.505 1056.495 3.6 6.88 0.736 1057.231 0.00 0.724 1.50 0.00 0.00 0 0.00 ' 0.72 0.07826 0.01 0.310 0.00 .010873 56.82 1056.05 0.523 1056.570 3.6 6.56 0.668 1057.238 0.00 0.724 1.50 0.00 0.00 0 0.00 0.61 0.07826 .009532 0.01 0.310 0.00 57.43 1056.09 0.542 1056.636 3.6 6.25 0.607 1057.243 0.00 0.724 1.50 0.00 0.00 0 0.00 0.51 0.07826 .008358 0.00 0.310 0.00 157.94 1056.13 0.561 1056.695 3.6 5.96 0.552 1057.247 0.00 0.724 1.50 0.00 0.00 0 0.00 0.43 0.07826 .007326 0.00 0.310 0.00 58.37 1056.17 0.581 1056.749 3.6 5.69 0.502 1057.251 0.00 0.724 1.50 0.00 0.00 0 0.00 ' 0.34 0.07826 .006426 0.00 0.310 0.00 1058.71 1056.19 0.602 1056.797 3.6 5.42 0.456 1057.253 0.00 0.724 1.50 0.00 0.00 0 0.00 ' 0.27 0.07826 .005640 0.00 0.310 0.00 058.98 1056.22 0.624 1056.840 3.6 5.16 0.414 1057.254 0.00 0.724 1.50 0.00 0.00 0 0.00 0.20 0.07826 .004953 0.00 0.310 0.00 1 �ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-9"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B9 OFILE:1135B90 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH I&ELEM SO SF AVE HF NORM DEPTH 059.18 1056.23 0.647 1056.878 3.6 4.92 0.377 1057.255 0.00 0.724 0.14 0.07826 1.50 0.00 0.00 .004351 0.00 0.310 059.32 1056.24 0.671 1056.913 3.6 4.70 0.343 1057.256 0.00 0.724 0.08 0.07826 0.00 .003825 0.00 0.00 0.00 059.40 1056.25 0.696 1056.945 3.6 4.48 0.311 1057.256 0.00 0.724 4.00 0.00 0 0.00 ' 0.02 0.07826 .003358 0.00 1059.42 1056.25 0.724 1056.974 3.6 4.26 0.282 1057.256 0.00 0.724 ILL ENTRANCE /� C. v. 1059.42 1056.25 1056.25 1.119 1057.369 3.6 0.80 0.010 1057.379 0.00 0.293 PAGE 3 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.50 0.00 0.00 0 0.00 0.310 0.00 1.50 0.00 0.00 0 0.00 0.310 0.00 1.50 0.00 0.00 0 0.00 0.310 0.00 1.50 0.00 0.00 0 0.00 0.00 4.00 4.00 0.00 0 0.00 ' F 0 5 1 5 P 1 NATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - 1 STORM DRAIN LINE "LATERAL B-11"- PARCEL MAP 28530 HEADING LINE NO 2 IS - 1 TEMECULA REGIONAL MALL HiING LINE NO 3 IS - FILE:1135811 OFILE:1135B710 1 1 1 1 I .1 1] 1 I PAGE NO 3 JE: 10/17/1997 TIME: 15:20 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 D SECT CHN NO OF AVE PIER HEIGHT 1 BASE E NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 ' 2 4 1.25 3 4 1.50 . CD 4 4 2.00 5 4 2.50 6 4 3.00 CD 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 ' 12 4 6.00 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 4.00 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 1 11 G NATER SURFACE PROFILE - ELEMENT CARD LISTING ' �� ukI L*�' ELEMENT NO 1 IS A SYSTEM OUTLE U/S DATA STATION INVERT SECT W S ELEV 1000.00 1052.43 3 1055.65 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1034.40 1056.25 3 0.010 0.00 0.00 0.00 0 NO 3 IS A WALL ENTRANCE �EMENT U/S DATA STATION INVERT SECT FP 1034.40 1056.25 14 0.500 �EMENT NO 4 IS A SYSTEM HEADWORKS Ge-> b -k` * U/S DATA STATION INVERT SECT W S ELEV 1034.40 1056.25 14 0.00 '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 1 11 G LINSEE: R.B.F. 8 ASSOC. - SANDIEGOF0515P /1 �� "(S� I'll 1052.43 3.220 1055.650 8.42 0.11105 08.42 1053.37 2.326 1055.691 HYDRAULIC JUMP 108.42 1053.37 0.561 1053.926 ' 2.03 0.11105 1010.45 1053.59 0.569 1054.159 ' 3.88 0.11105 1014.33 1054.02 0.589 1054.610 ' 3.23 0.11105 17.56 1054.38 0.611 1054.991 2.75 0.11105 20.31 1054.68 0.633 1055.318 2.34 0.11105 '022.65 1054.95 0.656 1055.602 2.00 0.11105 024.65 1055.17 0.681 1055.849 1.73 0.11105 1026.38 1055.36 0.706 1056.066 1.49 0.11105 027.87 1055.52 0.733 1056.257 1.27 0.11105 SF AVE HF PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR 8.8 4.98 0.385 WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-1111- PARCEL MAP 28530 8.8 TEMECULA REGIONAL MALL 0.385 1056.076 0.00 1.148 FILE:1135B11 OFILE:1135B110 .041679 0.16 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL 0.00 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH /1 �� "(S� I'll 1052.43 3.220 1055.650 8.42 0.11105 08.42 1053.37 2.326 1055.691 HYDRAULIC JUMP 108.42 1053.37 0.561 1053.926 ' 2.03 0.11105 1010.45 1053.59 0.569 1054.159 ' 3.88 0.11105 1014.33 1054.02 0.589 1054.610 ' 3.23 0.11105 17.56 1054.38 0.611 1054.991 2.75 0.11105 20.31 1054.68 0.633 1055.318 2.34 0.11105 '022.65 1054.95 0.656 1055.602 2.00 0.11105 024.65 1055.17 0.681 1055.849 1.73 0.11105 1026.38 1055.36 0.706 1056.066 1.49 0.11105 027.87 1055.52 0.733 1056.257 1.27 0.11105 SF AVE HF PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR 8.8 4.98 0.385 1056.035 0.00 1.148 0.00 0.00 .004153 0.03 0.450 8.8 4.98 0.385 1056.076 0.00 1.148 8.8 14.59 3.307 1057.233 0.00 1.148 0.00 0.00 .045637 0.09 8.8 14.31 3.179 1057.338 0.00 1.148 0 0.00 .041679 0.16 0.00 8.8 13.64 2.890 1057.500 0.00 1.148 .036571 0.12 1.50 8.8 13.02 2.631 1057.622 0.00 1.148 0.00 .032111 0.09 0.00 0.00 8.8 12.41 2.392 1057.710 0.00 1.148 1.50 .028190 0.07 0 0.00 8.8 11.83 2.172 1057.774 0.00 1.148 0.00 0.00 .024774 0.05 8.8 11.28 1.976 1057.825 0.00 1.148 0 0.00 .021783 0.04 0.00 8.8 10.76 1.797 1057.863 0.00 1.148 .019160 0.03 8.8 10.26 1.633 1057.890 0.00 1.148 016871 0.02 0.450 0.450 0.450 0.450 0.450 0.450 0.450 0.450 0.450 1.50 0.00 0.00 0 0.00 1.50 0.00 0.00 0 0.00 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 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 i' LlENSEE: R.B.F. 8 ASSOC, - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-11"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135811 OFILE:11358110 , TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH .ELEM SO SF AVE HF 029.14 1055.67 0.761 1056.427 1.10 0.11105 1 030.24 1055.79 0.790 1056.578 0.94 0.11105 1031.18 1055.89 0.821 1056.713 ' 0.80 0.11105 1031.98 1055.98 0.853 1056.834 ' 0.67 0.11105 1032.65 1056.06 0.887 1056.942 ' 0.54 0.11105 033.19 1056.12 0.924 1057.039 0.44 0.11105 t033.63 1056.16 0.962 1057.126 0.34 0.11105 1033.97 1056.20 1.003 1057.205 0.24 0.11105 034.21 1056.23 1.047 1057.276 0.14 0.11105 1034.35 1056.24 1.095 1057.339 ' 0.05 0.11105 034.40 1056.25 1.148 1057.398 LL ENTRANCE PAGE 2 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR ----------------------------- -- 8.8 ----- ..----------------------------------- 9.78 1.485 1057.912 0.00 .. _. 1.148 ........_ 1.50 _....._ 0.00 __..... 0.00 0 0.00 .014860 0.02 0.450 0.00 8.8 9.32 1.349 1057.927 0.00 1.148 1.50 0.00 0.00 0 0.00 .013101 0.01 0.450 0.00 8.8 8.89 1.227 1057.940 0.00 1.148 1.50 0.00 0.00 0 0.00 .011560 0.01 0.450 0.00 8.8 8.47 1.114 1057.948 0.00 1.148 1.50 0.00 0.00 0 0.00 .010209 0.01 0.450 0.00 8.8 8.08 1.014 1057.956 0.00 1.148 1.50 0.00 0.00 0 0.00 .009034 0.00 0.450 0.00 8.8 7.70 0.920 1057.959 0.00 1.148 1.50 0.00 0.00 0 0.00 .008006 0.00 0.450 0.00 8.8 7.35 0.838 1057.964 0.00 1.148 1.50 0.00 0.00 0 0.00 .007104 0.00 0.450 0.00 8.8 7.00 0.761 1057.966 0.00 1.148 1.50 0.00 0.00 0 0.00 .006319 0.00 0.450 0.00 8.8 6.68 0.692 1057.968 0.00 1.148 1.50 0.00 0.00 0 0.00 .005639 0.00 0.450 0.00 8.8 6.37 0.630 1057.969 0.00 1.148 1.50 0.00 0.00 0 0.00 .005047 0.00, 0.450 0.00 8.8 6.06 0.571 1057.969 0.00 1.148 1.50 0.00 0.00 0 0.00 0.00 ICENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-11"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135811 OFILE:1135B110 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER �ELEM SO SF AVE HF NORM DEPTH ZR x+xxxxxxxxxxx+rtrtrtrt+wwwrtrt+rtrtrtrt++rt+www+rtrtrtrtrtrtrtrtrt+rtrtrt++rtrtrtrtrt+rtrtrtrt+rtrt+rtrtrtrtrtrtrtxrt+rt+++++rt++++rt++xx++++++x+xxx+++++++++++++++++++++++++ 034.40 1056.25 2.077 1058.327 8.8 1.06 0.017 1058.344 0.00 0.532 4.00 4.00 0.00 0 0.00 TLSP eF L'. 2 Y�� a l ocv . o0 t 1 1 HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - f�DING LINE NO 3 IS - 1 t 1 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL 8-12"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B12 OFILE:1135B12O PAGE NO 3 I: 9/24/1997 TIME: 11:57 1 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING 1 1 I 1 1 1 1 1 [1 1 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(B) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 D SECT CNN NO OF AVE PIER HEIGHT 1 BASE E NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 ' 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 ' 6 4 3.00 CD 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 5.12 4.00 1 1 1 I 1 1 1 1 1 [1 1 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(B) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE ELEMENT CARD LISTING [[-1� ELEMENT NO 1 IS A SYSTEM OUTLET (i)_ c -t NE*pH * U/S DATA STATION INVERT SECT W S ELEV ' 7000.00 1052.43 3 1055.63 ELEMENT NO 2 IS A JUNCTION `13 *L�..(T �,I.� * ' U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1053.13 1053.63 3 1 0 0.010 1.2 0.0 1053.82 0.00 45.00 0.00 NO 3 IS A REACH �EMENT U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1187.64 1056.65 3 0.010 0.00 0.00 0.00 0 �EMENT NO 4 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1187.64 1056.65 14 0.500 LENT NO 5 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -i LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 ' 1189.64 1056.90 14 8 0 0.015 0.8 0.0 1056.90 0.00 90.00 0.00 ELEMENT NO 6 IS A TRANSITION U/S DATA STATION INVERT SECT N ' 1191.64 1057.15 14 0.015 ELEMENT NO 7 IS A WALL EXIT U/S DATA STATION INVERT SECT ' 1191.64 1057.1175,' 1 *LpC. IV••Z•**V2.3 NO 8 IS A JUNCTION-�1 L.r �EMENT U/S DATA TATION INVERT SECT LAT -1 LAT -2 N Q3 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1230.74 1058.02 1 1 1 0.010 1.2 1.2 1058.02 1058.02 45.00 45.00 �EMENT NO 9 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1264.35 1058.76 1 0.014 0.00 0.00 0.00 0 '.EMENT NO 10 IS A SYSTEM HEADWORKS -1c) CMl�r-LAI,� U/S DATA STATION INVERT SECT W S ELEV ' EDIT ERRORS ENCOUNTERED 1264.35 1058.76 1 -COMPUTATION IS NOW BEGINNING 0.00 WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC IENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-12"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B12 OFILE:1135B120 ,ATION ,INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL 0.00 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH BELEM SO SF AVE HF NORM DEPTH ' 000.0 1052-43 3.200 1055.630 JUNCT STR 0.02259 13 uvz. b -\2A 053.13 1053.63 2.272 1055.902 36.90 0.02245 1090.03 1054.46 1-500 1055.958 1RAULIC JUMP 1090.03 1054-46 0.571 1055.029 18.50 0.02245 1108.53 1054.87 0.588 1055.462 25-97 0-02245 134.50 1055.46 0.610 1056.067 15.12 0.02245 ,149.62 1055.80 0.632 1056-428 10.17 0-02245 159.79 1056.03 0.655 1056.680 7.28 0.02245 167.07 1056.19 0.680 1056-868 ' 5.57 0.02245 1172.64 1056.31 0.705 1057.018 ' 4.22 0.02245 1176.86 1056.41 0.732 1057.140 3.34 0.02245 PAGE 1 MGT/ BASE/ ZL NO AVBPR DIA ID NO- PIER ZR 7.4 4.19 0-272 1055.902 0.00 1.054 1.50 0.00 0.00 0 0.00 .002499 0.13 0.00 6.2 3.51 0.191 1056.093 0.00 0.962 1-50 0.00 0.00 0 0.00 .002061 0-08 0.570 0.00 6.2 3.51 0.191 1056.149 0.00 0.962 1.50 0.00 0.00 0 0.00 0.00 6.2 10.03 1.563 1056.592 0.00 0.962 1.50 0.00 0.00 0 0.00 .020609 0.38 0.570 0.00 6.2 9.63 1.439 1056.901 0.00 0.962 1.50 0.00 0.00 0 0.00 .018254 0.47 0.570 0.00 6.2 9.19 1.310 1057.377 0.00 0.962 1.50 0.00 0.00 0 0.00 -016029 0.24 0.570 0.00 6.2 8.76 1.191 1057-619 0-00 0.962 1.50 0.00 0.00 0 0.00 .014072 0.14 0.570 0.00 6-2 8-34 1.081 1057-761 0.00 0.962 1.50 0.00 0.00 0 0.00 .012367 0.09 0.570 0.00 6.2 7.96 0.984 1057.852 0.00 0-962 1.50 0.00 0.00 0 0.00 .010875 0.06 0.570 0.00 6.2 7.59 0.894 1057.912 0.00 0.962 1.50 0.00 0.00 0 0.00 .009566 0.04 0.570 0-00 6.2 7.23 0.813 1057.953 0.00 0.962 1.50 0.00 0.00 0 0.00 .008418 0.03 0.570 0-00 IENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL 8-12"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B12 OFILE:1135B120 �ATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 180.20 1056.48 0.759 1057.242 6.2 6.90 0.740 1057.982 0.00 0.962 1.50 0.00 0.00 0 0.00 2.48 0.02245 .007415 0.02 0.570 0.00 182.68 1056.54 0.789 1057.328 6.2 6.58 0.673 1058.001 0.00 0.962 1.50 0.00 0.00 0 0.00 1.95 0.02245 .006537 0.01 0.570 0.00 '1184.63 1056.58 0.819 1057.401 6.2 6.28 0.611 1058.012 0.00 0.962 1.50 0.00 0.00 0 0.00 ,1.35 0.02245 .005769 0.01 0.570 0.00 1185.98 1056.61 0.852 1057.465 6.2 5.98 0.555 1058.020 0.00 0.962 1.50 0.00 0.00 0 0.00 1 0.95 0.02245 .005097 0.00 0.570 0.00 1186.93 1056.63 0.886 1057.520 6.2 5.70 0.505 1058.025 0.00 0.962 1.50 0.00 0.00 0 0.00 ' 0.56 0.02245 .004509 0.00 0.570 0.00 1187.49 1056.65 0.922 1057.569 6.2 5.44 0.459 1058.028 0.00 0.962 1.50 0.00 0.00 0 0.00 0.15 0.02245 .003989 0.00 0.570 0.00 187.64 1056.65 0.962 1057.612 6.2 5.18 0.417 1058.029 0.00 0.962 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 187.64 1056.65 1.568 1058.218 6.2 0.99 0.015 1058.233 0.00 0.421 5.12 4.00 0.00 0 0.00 CT STR 0.12500 s CPrCN gpS%O g-IZ. .000131 0.00 0.00 1189.64 1056.90 1.321 1058.221 5.4 1.02 0.016 1058.237 0.00 0.384 5.12 4.00 0.00 0 0.00 1ANS STR 0.12500 -W c>F C`M<F- - ( k !&-� .000205 0.00 0.00 1191.64 1057.15 1.065 1058.215 5.4 1.27 0.025 1058.240 0.00 0.384 5.12 4.00 0.00 0 0.00 'ALL EXIT 0.00 11191.64 1057.15 1.066 1058.216 5.4 6.88 0.735 1058.951 0.00 0.935 1.00 0.00 0.00 0 0.00 ,1 Lw. STR 0.02225 t) -%72z h- g-12 ? .008894 0.35 0.00 r LtNSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-12"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B12 OFILE:11358120 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER LEM SO SF AVE HF NORM DEPTH ZR xrrrrrxxxxxxxxxxxxxxxxxxxxrrrrrxxxrxxxxxxrxxxxxxxxxxxxxxrrrrrrxx rr rrrrrrrrrxxrrrrrrrrrrxxxxxxxxxxxxxxxxrrrx rrrxrxrxxrrrrrrrrrrr 230.74 1058.02 1.456 1059.476 3.0 3.82 0.227 ,1059.703 0.00 0.743 1.00 0.00 0.00 0 0.00 33.07 0.02202 .008113 0.27 0.560 0.00 ,263.81 1058.75 1.000 1059.748 3.0 3.82 0.227 1059.975 0.00 0.743 1.00 0.00 0.00 0 0.00 0.54 0.02202 .007800 0.00 0.560 0.00 t2GuY 4"" ccF1 o > � eooF f>RA� •� 5 1058.76 0.991 1059.751 3.0 3.83 0.227 1059.978 0.00 0.743 1.00 0.00 0.00 0 0.00 1 1 F 0 5 1 5 P ' WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL 8-12.1"- PARCEL MAP 28530 HEADING LINE NO 2 IS - TEMECULA REGIONAL MALL DING LINE NO 3 IS - FILE:1135812.1 OFILE:1135B12.10 1 1 1 1 11 PAGE NO 3 I: 10/'9/1997 TIME: 18:56 FCHANNEL NATER SURFACE PROFILE - CHANNEL DEFINITION LISTING 1 1 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 D SECT CHN NO OF AVE PIER HEIGHT 1 BASE E NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 S 4 2.50 ' 6 4 3.00 CD 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 ' 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 7.00 1 1 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 ' WATER SURFACE PROFILE- ELEMENT CARD LISTING OELEMENT NO 1 IS A SYSTEM OUTLEI* �(�. * - It U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1053.88 1 1055.90 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1049.96 1059.00 1 0.010 0.00 0.00 0.00 0 'EMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1049.96 1059.00 1 0.00 N EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING ARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 1 1 IENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P CFC. g-12 000.00 1053.88 2.020 1055.900 10.02 0.10248 010.02 1054.91 1.000 1055.907 0.52 0.10248 1010.54 1054.96 0.907 1055.867 F RAULIC JUMP 010.54 1054.96 0.200 1055.160 ' 10.50 0.10248 1021.04 1056.04 0.200 1056.237 1.70 0.10248 022.74 1056.21 0.201 1056.411 6.87 0.10248 ,029.61 1056.91 0.207 1057.122 4.25 0.10248 033.86 1057.35 0.214 1057.564 3.01 0.10248 036.87 1057.66 0.222 1057.880 ' 2.31 0.10248 1039.18 1057.89 0.229 1058.124 ' 1.81 0.10248 11040.99 1058.08 0.237 1058.318 1.48 0.10248 PAGE i HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.2 1.53 0.036 WATER SURFACE PROFILE LISTING 0.00 0.462 STORM DRAIN LINE "LATERAL B-12.1"- PARCEL MAP 28530 0.00 0.00 TEMECULA REGIONAL MALL FILE:1135812.1 OFILE:1135B12.10 'ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH �ELEM SO 0.036 SF AVE HF NORM DEPTH CFC. g-12 000.00 1053.88 2.020 1055.900 10.02 0.10248 010.02 1054.91 1.000 1055.907 0.52 0.10248 1010.54 1054.96 0.907 1055.867 F RAULIC JUMP 010.54 1054.96 0.200 1055.160 ' 10.50 0.10248 1021.04 1056.04 0.200 1056.237 1.70 0.10248 022.74 1056.21 0.201 1056.411 6.87 0.10248 ,029.61 1056.91 0.207 1057.122 4.25 0.10248 033.86 1057.35 0.214 1057.564 3.01 0.10248 036.87 1057.66 0.222 1057.880 ' 2.31 0.10248 1039.18 1057.89 0.229 1058.124 ' 1.81 0.10248 11040.99 1058.08 0.237 1058.318 1.48 0.10248 PAGE i HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.2 1.53 0.036 1055.936 0.00 0.462 1.00 0.00 0.00 0 0.00 .000662 0.01 0.200 0.00 1.2 1.53 0.036 1055.943 0.00 0.462 1.00 0.00 0.00 0 0.00 .000620 0.00 0.200 0.00 1.2 1.60 0.040 1055.907 0.00 0.462 1.00 0.00 0.00 0 0.00 0.00 1.2 10.71 1.783 1056.943 0.00 0.462 1.00 0.00 0.00 0 0.00 .087533 0.92 0.200 0.00 1.2 10.71 1.783 1058.020 0.00 0.462 1.00 0.00 0.00 0 0.00 .086562 0.15 0.200 0.00 1.2 10.62 1.751 1058.162 0.00 0.462 1.00 0.00 0.00 0 0.00 .080087 0.55 0.200 0.00 1.2 10.17 1.606 1058.728 0.00 0.462 1.00 0.00 0.00 0 0.00 .069878 0.30 0.200 0.00 1.2 9.68 1.454 1059.018 0.00 0.462 1.00 0.00 0.00 0 0.00 .061136 0.18 0.200 0.00 1.2 9.23 1.323 1059.203 0.00 0.462 1.00 0.00 0.00 0 0.00 .053461 0.12 0.200 0.00 1.2 8.82 1.209 1059.333 0.00 0.462 1.00 0.00 0.00 0 0.00 .046704 0.08 0.200 0.00 1.2 8.39 1.093 1059.411 0.00 0.462 1.00 0.00 0.00 0 0.00 .040841 0.06 0.200 0.00 IENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL 8-12.1"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B12.1 OFILE:1135B12.10 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH 2R xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 042.47 1058.23 0.245 1058.478 1.2 8.00 0.994 1059.472 0.00 0.462 1.00 0.00 0.00 0 0.00 1.22 0.10248 .035736 0.04 0.200 0.00 043.69 1058.36 0.254 1058.612 1.2 7.64 0.907 1059.519 0.00 0.462 1.00 0.00 0.00 0 0.00 1.03 0.10248 .031294 0.03 0.200 0.00 0.263 1058.726 1.2 7.27 0.821 1059.547 0.00 0.462 1.00 0.00 0.00 0 0.00 044.72 1058.46 ' 0.87 0.10248 .027382 0.02 0.200 0.00 1045.59 1058.55 0.272 1058.824 1.2 6.94 0.747 1059.571 0.00 0.462 1.00 0.00 0.00 0 0.00 0.75 0.10248 .023942 0.02 0.200 0.00 1046.34 1058.63 0.281 1058.910 1.2 6.59 0.675 1059.585 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 0.64 0.10248 0.01 0.200 0.00 .020945 046.98 1058.69 0.291 1058.985 1.2 6.32 0.619 1059.604 0.00 0.462 1.00 0.00 0.00 0 0.00 0.54 0.10248 .018336 0.01 0.200 0.00 047.52 1058.75 0.301 1059.051 1.2 6.00 0.559 1059.610 0.00 0.462 1.00 0.00 0.00 0 0.00 0.47 0.10248 .016058 0.01 0.200 0.00 '1047.99 1058.80 0.312 1059.110 1.2 5.74 0.512 1059.622 0.00 0.462 1.00 0.00 0.00 0 0.00 0.40 0.10248 .014070 0.01 0.200 0.00 048.39 1058.84 0.323 1059.162 1.2 5.45 0.462 1059.624 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 0.34 0.10248 .012320 0.00 0.200 0.00 1048.73 1058.87 0.334 1059.208 1.2 5.22 0.423 1059.631 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 0.29 0.10248 .010790 0.00 0.200 0.00 1058.90 0.346 1059.250 1.2 4.96 0.382 1059.632 0.00 0.462 1.00 0.00 0.00 0 0.00 ,1049.02 0.24 0.10248 .009455 0.00 0.200 0.00 L NSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-12.1"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135612.1 OFILE:1135B12.10 PAGE 3 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER LEM SO SF AVE HF NORM DEPTH ZR x xxxxxxxxxxxxwxwxxaxxxxxrxxxxxxexxxxxxexxxxxxxxxxxxxxr.:wwwxxxr.x+xxxxxxw xxrrx+xx+xx xrrw sxxxxw xxxxeexxxxrrxxxxw xxxxxxxxxxxxxxxx+xxxxx 49.26 1058.93 0.358 1059.287 1.2 4.74 0.349 1059.636 0.00 0.462 1.00 0.00 0.00 0 0.00 0.20 0.10248 .008287 0.00 0.200 0.00 49.46 1058.95 0.371 1059.320 1.2 4.51 0.316 1059.636 0.00 0.462 1.00 0.00 0.00 0 0.00 0.16 0.10248 .007274 0.00 0.200 0.00 149.62 1058.96 0.385 1059.350 1.2 4.30 0.287 1059.637 0.00 0.462 1.00 0.00 0.00 0 0.00 0.13 0.10248 .006380 0.00 0.200 0.00 49.75 1058.98 0.398 1059.377 1.2 4.11 0.262 1059.639 0.00 0.462 1.00 0.00 0.00 0 0.00 0.10 0.10248 .005596 0.00 0.200 0.00 1049.85 1058.99 0.413 1059.401 1.2 3.91 0.237 1059.638 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 0.06 0.10248 0.00 0.200 0.00 .004915 49.91 1058.99 0.428 1059.423 1.2 3.73 0.216 1059.639 0.00 0.462 1.00 0.00 0.00 0 0.00 0.04 0.10248 .004318 0.00 0.200 0.00 49.95 1059.00 0.444 1059.443 1.2 3.56 0.197 1059.640 0.00 0.462 1.00 0.00 0.00 0 0.00 0.01 0.10248 .003784 0.00 0.200 0.00 -*� e-C>oF C�2fJ 49.96 1059.00 0.462 1059.462 1.2 3.38 0.177 1059.639 0.00 0.462 1.00 0.00 0.00 0 0.00 IF 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO i IS - STORM DRAIN LINE "LATERAL B-12.2"- PARCEL MAP 28530 HEADING LINE NO 2 IS - TEMECULA REGIONAL MALL �DING LINE NO 3 IS - F[LE:1135B12.2 OFILE:1135812.20 1 r 11 I: 9/24/1997 TIME: 13:13 F0515P NATER SURFACE PROFILE - CHANNEL DEFINITION LISTING D SECT CNN NO OF AVE PIER HEIGHT 1 BASE E NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 ' 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 ' 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 7.00 11 1 I I� PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 1 F 0 5 1 5 P ' WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLE SII -L,(lC -e"\Z U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1058.02 1 1059.48 PAGE NO 2 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 7031.66 1059.00 1 0.010 0.00 0.00 0.00 0 MENT NO 3 IS A SYSTEM HEADWORK1.1 C-,:, ^ 7e U/S DATA STATION INVERT SECT W S ELEV 1031.66 1059.00 1 0.00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING *IARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 J 1 I I IENSEE: 'R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-12.2"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B12.2 OFILE:1135B12.20 ,ATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ . ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER �ELEM SO SF AVE HF NORM DEPTH ZR R!t!!k!!klklrtkkrt!!!!t#####t#*###k**#***kk**#f*****k***kkkklkkkkk#rtrt#trtrtrt!#krtt##!###!#######*#Rfk*k*kkk*k*rtkkkrtrtrtrt##rtkrt########## 71 L-pk' 1� 000.00 1058.02 1.460 1059.480 1.2 1.53 0.036 1059.516 0.00 0.462 1.00 0.00 0.00 0 0.00 15.19 0.03095 .000662 0.01 0.250 0.00 015.19 1058.49 1.000 1059.490 1.2 1.53 0.036 1059.526 0.00 0.462 1.00 0.00 0.00 0 0.00 2.91 0.03095 .000620 0.00 0.250 0.00 ' 018.10 1058.58 0.907 1059.487 1.2 1.60 0.040 1059.527 0.00 0.462 1.00 0.00 0.00 0 0.00 1.65 0.03095 .000607 0.00 0.250 0.00 019.75 1058.63 0.853 1059.484 1.2 1.68 0.044 1059.528 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 1.31 0.03095 .000658 0.00 0.250 0.00 1021.06 1058.67 0.809 1059.481 1.2 1.76 0.048 1059.529 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 1.13 0.03095 0.00 0.250 0.00 .000724 022.19 1058.71 0.770 1059.477 1.2 1.85 0.053 1059.530 0.00 0.462 1.00 0.00 0.00 0 0.00 0.98 0.03095 .000803 0.00 0.250 0.00 023.17 1058.74 0.735 1059.472 1.2 1.94 0.058 1059.530 0.00 0.462 1.00 0.00 0.00 0 0.00 0.87 0.03095 .000896 0.00 0.250 0.00 024.04 1058.76 0.703 1059.467 1.2 2.03 0.064 1059.531 0.00 0.462 1.00 0.00 0.00 0 0.00 0.79 0.03095 .001004 0.00 0.250 0.00 024.83 1058.79 0.673 1059.462 1.2 2.13 0.071 1059.533 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 0.70 0.03095 .001128 0.00 0.250 0.00 1025.53 1058.81 0.645 1059.455 1.2 2.24 0.078 1059.533 0.00 0.462 1.00 0.00 0.00 0 0.00 0.36 0.03095 .001273 0.00 0.250 0.00 1025.89 1058.82 0.619 1059.440 1.2 2.35 0.086 1059.526 0.00 0.462 1.00 0.00 0.00 0 0.00 JRAULIC JUMP 0.00 LIENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-12.2"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B12.2 OFILE:1135B12.20 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 21 NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SO SF AVE HF NORM DEPTH 2R 'ELEM rt xxxxxxxrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrt+rtrtrtrtrtrtrtxxxxxxxxxx+xxxxxxxx+xxxrt+rtrtrtrtrtrtrtrtrtrtxxxxxxxxx++xrtrtrtxrtrtrtrtrtxrtrtrtrtrtrtrtrtxxxxxxxxxxxxxxx++++x+x++xrt+rtrtrt 025.89 1058.82 0.323 1059.144 1.2 5.48 0.466 1059.610 0.00 0.462 1.00 0.00 0.00 0 0.00 0.65 0.03095 .012335 0.01 0.250 0.00 026.54 1058.84 0.334 1059.175 1.2 5.22 0.423 1059.598 0.00 0.462 1.00 0.00 0.00 0 0.00 1.30 0.03095 - .010790 0.01 0.250 0.00 1027.84 1058.88 0.346 1059.228 1.2 4.96 0.382 1059.610 0.00 0.462 1.00 0.00 0.00 0 0.00 1.06 0.03095 .009455 0.01 0.250 0.00 028.90 1058.91 0.358 1059.273 1.2 4.74 0.349 1059.622 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 0.83 0.03095 .008287 0.01 0.250 0.00 1029.73 1058.94 0.371 1059.311 1.2 4.51 0.316 1059.627 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 0.62 0.03095 .007274 0.00 0.250 0.00 030.35 1058.96 0.385 1059.344 1.2 4.30 0.287 1059.631 0.00 0.462 1.00 0.00 0.00 0 0.00 0.54 0.03095 .006380 0.00 0.250 0.00 030.89 1058.98 0.398 1059.374 1.2 4.11 0.262 1059.636 0.00 0.462 1.00 0.00 0.00 0 0.00 0.34 0.03095 .005596 0.00 0.250 0.00 031.23 1058.99 0.413 1059.400 1.2 3.91 0.237 1059.637 0.00 0.462 1.00 0.00 0.00 0 0.00 0.26 0.03095 .004915 0.00 0.250 0.00 031.49 1058.99 0.428 1059.423 1.2 3.73 0.216 1059.639 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 0.13 0.03095 .004318 0.00 0.250 0.00 1031.62 1059.00 0.444 1059.443 1.2 3.56 0.197 1059.640 0.00 0.462 1.00 0.00 0.00 0 0.00 04 0.03095 .003784 0.00 0.250 0.00 ('1 �aw1CCTD� Q,� R48 1031.66 1059.00 0.462 1059.462 1.2 3.38 0.177 1059.639 0.00 0.462 1.00 0.00 0.00 0 0.00 F 0 5 1 5 P ' WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B-12.3"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL HlING LINE NO 3 IS - FI LE:1135612-3 OFI LE:1135B12.30 1 Ll 1 'J 1 E 1 PAGE NO 3 IE: 9/24/1997 TIME: 13:13 ' F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.00 7.00 0.00 0.00 0.00 1 1 I SECT CHN NO OF AVE PIER HEIGHT 1 BASE IRD DE NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 a12 4 6.00 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.00 7.00 0.00 0.00 0.00 1 1 I ' - F 0 5 1 5 P PAGE NO 2 ' WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLE @* I,� - y-V-z- U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1058.02 1 1059.48 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1040.31 1059.00 1 0.010 0.00 0.00 0.00 0 MENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1040.31 1059.00 1 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING *IARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC LL I [I L INSEE-R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING _ STORM DRAIN LINE "LATERAL B-12.3"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B12.3 OFILE:1135B12.30 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH SF VE HF . .EM ......................+.++.................... ++..•+:..a..:..... a+.... a..aa.....+ORM..**TH (ilJ Lpz� 6-k2- 00.00 1058.02 1.460 1059.480 19.46 0.02431 - 19.46 1058.49 1.000 1059.493 3.72 0.02431 123.18 1058.58 0.907 1059.491 0.270 2.11 0.02431 25.29 1058.63 0.853 1059.488 1.68 0.02431 0.00 1026.97 1058.68 0.809 1059.485 ' 1.45 0.02431 0 0.00 28.42 1058.71 0.770 1059.481 1.26 0.02431 29.68 1058.74 0.735 1059.477 1.12 0.02431 1.60 30.80 1058.77 0.703 1059.472 1.01 0.02431 1.00 0.00 0.00 0 0.00 31.81 1058.79 0.673 1059.466 ' 0.90 0.02431 1032.71 1058.82 0.645 1059.460 ' 0.79 0.02431 1033.50 1058.84 0.619 1059.454 1059.532 0.00 0.462 0.05 0.02431 0.00 0.00 0 0.00 1 .000658 PAGE 1 NGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.2 1.53 0.036 1059.516 0.00 0.462 1.00 0.00 0.00 0 0.00 .000662 0.01 0.270 0.00 1.2 1.53 0.036 1059.529 0.00 0.462 1.00 0.00 0.00 0 0.00 .000620 0.00 0.270 0.00 1.2 1.60 0.040 1059.531 0.00 0.462 1.00 0.00 0.00 0 0.00 .000607 0.00 0.270 0.00 1.2 1.68 0.044 1059.532 0.00 0.462 1.00 0.00 0.00 0 0.00 .000658 0.00 0.270 0.00 1.2 1.76 0.048 1059.533 .0.00 0.462 1.00 0.00 0.00 0 0.00 .000724 0.00 0.270 0.00 1.2 1.85 0.053 1059.534 0.00 0.462 1.00 0.00 0.00 0 0.00 .000803 0.00 0.270 0.00 1.2 1.94 0.058 1059.535 0.00 0.462 1.00 0.00 0.00 0 0.00 .000896 0.00 0.270 0.00 1.2 2.03 0.064 1059.536 0.00 0.462 1.00 0.00 0.00 0 0.00 .001004 0.00 0.270 0.00 1.2 2.13 0.071 1059.537 0.00 0.462 1.00 0.00 0.00 0 0.00 .001128 0.00 0.270 0.00 1.2 2.24 0.078 1059.538 0.00 0.462 1.00 0.00 0.00 0 0.00 .001270 0.00 0.270 0.00 1.2 2.35 0.086 1059.540 0.00 0.462 1.00 0.00 0.00 0 0.00 .001436 0.00 0.270 0.00 �ENSEE: 0.00 0.00 0 0.00 0.00 1.00 0.00 R.B.F. 8 ASSOC. - SAN DIEGO F0515P 1.00 0.00 0.00 0 0.00 NATER SURFACE PROFILE LISTING 1.00 0.00 0.00 0 0.00 STORM DRAIN LINE "LATERAL B-12.31-- PARCEL MAP 28530 1.00 0.00 0.00 ' 0.00 TEMECULA REGIONAL MALL 0.00 1.00 0.00 0.00 0 0.00 FILE:1135812.3 OFILE:1135B12.30 1.00 0.00 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL 0.00 0 ELEV OF FLOW ELEV 0.00 HEAD GRD.EL. ELEV DEPTH 0 ELEM SO 0.00 SF AVE HF 0.00 0 NORM DEPTH rrrrrrrrrrrrrrrxxxxxxxxxxrrxrrrrrrrrrrxxxxr xr rrrrrrrrrrrxrrrxrrrxxxxrxxxxxxxxxxxxxxxxxxxxxxxxrr 0.00 rrr 033.55 1058.64 0.595 1059.431 1.2 2.46 0.094 1059.525 0.00 0.462 HYDRAULIC JUMP 033.55 1058.84 0.334 1059.170 1.2 5.22 0.423 1059.593 0.00 0.462 1.42 0.02431 .010836 0.02 0.270 1034.97 1058.87 0.346 1059.216 1.2 4.96 0.382 1059.598 0.00 0.462 1.53 0.02431 .009455 0.01 0.270 1 036.50 1058.91 0.358 1059.265 1.2 4.74 0.349 1059.614 0.00 0.462 ' 1.17 0.02431 .008287 0.01 0.270 1037.67 1058.94 0.371 1059.307 1.2 4.51 0.316 1059.623 0.00 0.462 0.87 0.02431 0.01 0.270 .007274 038.54 1058.96 0.385 1059.342 1.2 4.30 0.287 1059.629 0.00 0.462 0.73 0.02431 .006380 0.00 0.270 039.27 1058.97 0.398 1059.373 1.2 4.11 0.262 1059.635 0.00 0.462 0.47 0.02431 .005596 0.00 0.270 039.74 1058.99 0.413 1059.399 1.2 3.91 0.237 1059.636 0.00 0.462 0.34 0.02431 .004915 0.00 0.270 040.08 1058.99 0.428 1059.422 1.2 3.73 0.216 1059.638 0.00 0.462 ' 0.18 0.02431 .004318 0.00 0.270 1040.26 1059.00 0.444 1059.443 1.2 3.56 0.197 1059.640 0.00 0.462 ' 0.05 0.02431 .003784 0.00 0.270 (A NUJ C c -m1 t." ,aD end 040.31 1059.00 0.462 1059.462 1.2 3.38 0.177 1059.639 0.00 0.462 PAGE 2 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 ' F 0 5 1 5 P �ADING WATER SURFACE PROFILE - TITLE CARD LISTING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B-1311- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL �ADING LINE NO 3 IS - FILE:1135B13 OfILE:1135B130 H 1 I PAGE NO 3 SE: 10/17/1997 TIME: 15:39 1 FCHANNEL WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 I I I 1 I] 1 1 1 1 I 1 CARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE IDE NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 1 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 1 12 4 6.00 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 I I I 1 I] 1 1 1 1 I 1 ' F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING l,k �-e „e�,l MENT NO 1 IS A SYS OUTLET U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1052.89 1 1056.07 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1035.86 1059.67 1 0.010 0.00 0.00 0.00 0 Q>�G Dara.. c-0ti r C5 T a� MENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1035.86 1059.67 1 0.00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING *EARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 1 1 1 ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' - STORM DRAIN LINE "LATERAL B-13"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B13 OFILE:11358130 �ATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH ELEM 50 SF AVE HF xrtrtxrtrtrtrtrtrtrtrtrtxxxxxxxxxxxxxxxxxxrtxrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtxxxxxxxxxrt xx rtrtrtrtrtrtrtrtrtrtrtrtrtxxxx O o a 000.00 1052.89 3.180 1056.070 1.4 1.78 0.049 1056.119 0.00 0.501 10.69 0.18907 .000914 0.01 0.160 ' 010.69 1054.91 1.218 1056.128 1.4 1.78 0.049 1056.177 0.00 0.501 HYDRAULIC JUMP NORM DEPTH 010.69 1054.91 0.183 1055.093 1.4 14.29 3.169 1058.262 0.00 0.501 1.96 0.18907 0.00 0 0.00 0.31 1.00 0.00 0.00 0 0.00 .159745 0.00_ 012.65 1055.28 0.189 1055.470 1.4 13.59 2.869 1058.339 0.00 0.501 ' 5.05 0.18907 0.00 .0 0.00 .139067 0.70 1017.70 1056.24 0.195 1056.432 1.4 12.96 2.609 1059.041 0.00 0.501 ' 3.38 0.18907 0.00 0 0.00 .121493 0.41 021.08 1056.87 0.202 1057.077 1.4 12.28 2.342 1059.419 0.00 0.501 1.00 0.00 0.00 0 0.00 0.00 2.50 0.18907 0.00 0 0.00 .106268 0.27 023.58 1057.35 0.209 1057.557 1.4 11.76 2.149 1059.706 0.00 0.501 1.94 0.18907 .092880 0.18 025.52 1 1057.72 0.216 1057.932 1.4 11.20 1.948 1059.880 0.00 0.501 1.58 0.18907 .081121 0.13 1027.10 1058.01 0.223 1058.236 1.4 10.69 1.773 1060.009 0.00 0.501 ' 1.29 0.18907 .070908 0.09 1028.39 1058.26 0.231 1058.488 1.4 10.14 1.598 1060.086 0.00 0.501 1 1.09 0.18907 .062041 0.07 1029.48 1058.46 0.239 1058.702 1.4 9.72 1.468 1060.170 0.00 0.501 ' 0.92 0.18907 .054241 0.05 D7f6SI1 0.160 0.160 0.160 0.160 0.160 0.160 0.160 0.160 PAGE 1 NGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.00_ 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 .0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.00 L,ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 ' WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL 8-13"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135813 OFILE:11358130 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL - MGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SO SF AVE HF NORM DEPTH ZR �ELEM r+++rrrxxxx+++rtrtxxxx+rtrtrtxrx+rtrt+r++www+xxxxxrx++++++rt++rtrtrtrtr++xxxrtxxxxxx+++rr++rtrt++rtrtrtrtxrt+rtxrtxxxx+++rt++rt+rtrtrt+xxx++++++++rtrtrtrtx+xxx 030.40 1058.64 0.247 1058.885 1.4 9.27 1.335 1060.220 0.00 0.501 1.00 0.00 0.00 0 0.00 0.79 0.18907 .047453 0.04 0.160 0.00 ,031.19 1058.79 0.256 1059.043 1.4 8.81 1.204 1060.247 0.00 0.501 1.00 0.00 0.00 0 0.00 0.69 0.18907 - .041493 0.03 0.160 0.00 '031.88 1058.92 0.264 1059.181 1.4 8.38 1.091 1060.272 0.00 0.501 1.00 0.00 0.00 0 0.00 0.59 0.18907 .036294 0.02 0.160 0.00 32.47 1059.03 0.274 1059.302 1.4 8.00 0.994 1060.296 0.00 0.501 1.00 0.00 0.00 0 0.00 ' 0.52 0.18907 .031777 0.02 0.160 0.00 1032.99 1059.13 0.283 1059.410 1.4 7.65 0.909 1060.319 0.00 0.501 1.00 0.00 0.00 0 0.00 ' 0.45 0.18907 .027795 0.01 0.160 0.00 033.44 1059.21 0.293 1059.505 1.4 7.29 0.826 1060.331 0.00 0.501 1.00 0.00 0.00 0 0.00 0.39 0.18907 .024328 0.01 0.160 0.00 33.83 1059.29 0.303 1059.589 1.4 6.93 0.746 1060.335 0.00 0.501 1.00 0.00 0.00 0 0.00 0.34 0.18907 .021303 0.01 0.160 0.00 134.17 1059.35 0.314 1059.664 1.4 6.64 0.684 1060.348 0.00 0.501 1.00 0.00 0.00 0 0.00 0.30 0.18907 .018663 0.01 0.160 0.00 134.47 1059.41 0.325 1059.732 1.4 6.31 0.618 1060.350 0.00 0.501 1.00 0.00 0.00 0 0.00 ' 0.26 0.18907 .016339 0.00 0.160 0.00 1034.73 1059.46 0.336 1059.793 1.4 6.03 0.565 1060.358 0.00 0.501 1.00 0.00 0.00 0 0.00 0.23 0.18907 .014309 0.00 0.160 0.00 1034.96 1059.50 0.348 1059.847 1.4 5.74 0.511 1060.358 0.00 0.501 1.00 0.00 0.00 0 0.00 0.19 0.18907 .012549 0.00 0.160 0.00 JENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-13"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B13 QFILE:1135BI30 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER LEM SO SF AVE HF NORM DEPTH ZR xxxxxrrrrrrrxxxxxxxxrrxrxxxxxrxerrxrxrrrrxxxxxxxxxxrrrrrrxxxrxrxxrxxxxrrrrrrrxxxxxxxxrrxxrrxxrxxxxxxrxrrxxxxxxxxxxrxrrxxxxxrxxx 35.15 1059.54 0.361 1059.896 1.4 5.47 0.464 1060.360 0.00 0.501 1.00 0.00 0.00 0 0.00 0.16 0.18907 .011010 0.00 0.160 0.00 35.31 1059.57 0.374 1059.940 1.4 5.22 0.424 1060.364 0.00 0.501 1.00 0.00 0.00 0 0.00 0.14 0.18907 .009653 0.00 0.160 0.00 135.45 1059.59 0.387 1059.980 1.4 4.98 0.385 1060.365 0.00 0.501 1.00 0.00 0.00 0 0.00 0.12 0.18907 .008464 0.00 0.160 0.00 35.57 1059.62 0.401 1060.016 1.4 4.75 0.350 1060.366 0.00 0.501 1.00 0.00 0.00 0 0.00 0.09 0.18907 .007432 0.00 0.160 0.00 1035.66 1059.63 0.416 1060.048 1.4 4.53 0.319 1060.367 0.00 0.501 1.00 0.00 0.00 0 0.00 ' 0.08 0.18907 0.00 0.160 .006526 0.00 35.74 1059.65 0.431 1060.078 1.4 4.31 0.288 1060.366 0.00 0.501 1.00 0.00 0.00 0 0.00 0.05 0.18907 .005732 0.00 0.160 0.00 35.79 1059.66 0.447 1060.104 1.4 4.12 0.263 1060.367 0.00 0.501 1.00 0.00 0.00 0 0.00 0.04 0.18907 .005039 0.00 0.160 0.00 135.83 1059.66 0.464 1060.128 1.4 3.92 0.239 1060.367 0.00 0.501 1.00 0.00 0.00 0 0.00 0.03 0.18907 .004432 0.00 0.160 - 0.00 135.86 1059.67 0.481 1060.150 1.4 3.74 0.218 1060.368 0.00 0.501 1.00 0.00 0.00 0 0.00 0.18907 .003888 0.00 0.160 0.00 I0.00 �F O `cs-L, . , 1035.86 1059.67 0.501 1060.171 1.4 3.55 0.196 1060.367 0.00 0.501 1.00 0.00 0.00 0 0.00 ' F 0 5 1 5 P PADING WATER SURFACE PROFILE - TITLE CARD LISTING LINE NO 1 IS - - STORM DRAIN LINE "LATERAL 8-14"- PARCEL MAP 28530 HEADING LINE NO 2 IS - TEMECULA REGIONAL MALL ID[NG LINE NO 3 IS - F[LE:1135B14 OFI LE:11358140 -i L 1 1 F 1 PAGE NO 3 JE: 10/17/1997 TIME: 15:45 ' F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING 1 L PAGE 1 ZL ZR INV Y(i) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 H CD 1 D SECT CNN NO OF AVE PIER HEIGHT 1 BASE E NO TYPE PIERS WIDTH DIAMETER WIDT 1 L PAGE 1 ZL ZR INV Y(i) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 H CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 4 4.00 9 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 ' 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 4.00 1 L PAGE 1 ZL ZR INV Y(i) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 .I F 0 5 1 5 P PAGE NO 2 1 1 I [1 1 1 WATER SURFACE PROFILE - ELEMENT CARD LISTING EMENT NO 1 IS A SYSTEM OUTLET 1v i:�r-=�i U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1053.11 3 1056.59 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1059.14 1057.00 3 0.010 0.00 0.00 0.00 0 MENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1059.14 10577p.00 14 0.500 �MENT NO 4 IS A SYSTEM HEADWORKSFj- U/S DATA STATION INVERT SECT W S ELEV 1059.14 1057.00 14 0.00 NtDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING * ARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 1 I [1 1 1 tENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-10- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135614 OFILE:11358140 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL 0.00 ELEV OF FLOW ELEV 0 .06578 HEAD GRD.EL. ELEV DEPTH .035729 SO SF AVE HF 0.518 1055.663 �ELEM 11.81 2.165 1057.828 0.00 0.978 ' 5.14 0.06578 .031198 - 0.16 1000. 1053.11 3.480 1056.590 6.4 3.62 0.204 1056.794 0.00 0.978 26.79 0.065 78 0.978 ' 4.16 .002197 0.06 llt026.79 1054.87 1.777 1056.649 6.4 3.62 0.204 1056.853 0.00 0.978 HYDRAULIC JUMP 026.79 1054.87 0.500 1055.372 6.4 12.40 2.389 1057.761 0.00 0.978 4.15 0 .06578 .035729 0.15 030.94 1055.14 0.518 1055.663 6.4 11.81 2.165 1057.828 0.00 0.978 ' 5.14 0.06578 .031198 - 0.16 1036.08 1055.48 0.537 1056.020 6.4 11.25 1.964 1057.984 0.00 0.978 ' 4.16 0.06578 .027359 0.11 040.24 1055.76 0.556 1056.313 6.4 10.74 1.791 1058.104 0.00 0.978 3.41 0.06578 .023988 0.08 043.65 1055.98 0.576 1056.557 6.4 10.24 1.628 1058.185 0.00 0.978 2.B4 0.06578 .021046 0.06 046.49 1056.17 0.597 1056.765 6.4 9.76 1.478 1058.243 0.00 0.978 2.40 0.06578 .018464 0.04 048.89 1056.33 0.618 1056.944 6.4 9.30 1.344 1058.288 0.00 0.978 ' 2.00 0.06578 .016206 0.03 1050.89 1056.46 0.641 1057.098 6.4 8.86 1.220 1058.318 0.00 0.978 1.69 0.06578 .014241 0.02 1052.58 1056.57 0.665 1057.233 6.4 8.45 1.110 1058.343 0.00 0.978 1.42 0.06578 .012521 0.02 PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR 1.50 0.00 0.00 0 0.00 0.430 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.430 0.00 1.50 0.00 0.00 0 0.00 0.430 0.00 1.50 0.00 0.00 0 0.00 0.430 0.00 1.50 0.00 0.00 0 0.00 0.430 0.00 1.50 0.00 0.00 0 0.00 0.430 0.00 1.50 0.00 0.00 0 0.00 0.430 0.00 1.50 0.00 0.00 0 0.00 0.430 0.00 1.50 0.00 0.00 0 0.00 0.430 0.00 1.50 0.00 0.00 0 0.00 0.430 0.00 LJNSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 NATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-1411- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135814 OFILE:11358140 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER LEM SO SF AVE HF NORM DEPTH ZR *#t##**#*kk##**#*kkk##t#**kkk*kkk**##*#k*tkkktk##*#****k*kkkkkk##***##**kkktkkk*k#*****k**kkkkt##****kkkkk##***k*#kkkkkk****#k#k 54.00 1056.66 0.690 1057.352 6.4 8.06 1.009 1058.361 0.00 0.978 1.50 0.00 0.00 0 0.00 1.22 0.06578 .011006 0.01 0.430 0.00 55.22 1056.74 0.715 1057.457 6.4 7.69 0.919 1058.376 0.00 0.978 1.50 0.00 0.00 0 0.00 0.99 0.06578 .009683 0.01 0.430 0.00 ,156.21 1056.81 0.743 1057.550 6.4 7.33 0.835 1058.385 0.00 0.978 1.50 0.00 0.00 0 0.00 0.84 0.06578 .008529 0.01 0.430 0.00 57.05 1056.86 0.771 1057.633 6.4 6.99 0.758 1058.391 0.00 0.978 1.50 0.00 0.00 0 0.00 ' 0.66 0.06578 .007514 0.00 0.430 0.00 1057.71 1056.91 0.801 1057.707 6.4 6.67 0.690 1058.397 0.00 0.978 1.50 0.00 0.00 0 0.00 ' 0.54 0.06578 0.00 0.430 .006627 0.00 58.25 1056.94 0.832 1057.773 6.4 6.36 0.627 1058.400 0.00 0.978 1.50 0.00 0.00 0 0.00 0.40 0.06578 .005849 0.00 0.430 0.00 58.65 1056.97 0.865 1057.833 6.4 6.06 0.570 1058.403 0.00 0.978 1.50 0.00 0.00 0 0.00 0.28 0.06578 .005170 0.00 0.430 0.00 ,58.93 1056.99 0.900 1057.886 6.4 5.78 0.518 1058.404 0.00 0.978 1.50 0.00 0.00 0 0.00 0.16 0.06578 .004576 0.00 0.430 0.00 159.09 1057.00 0.937 1057.934 6.4 5.51 0.471 1058.405 0.00 0.978 1.50 0.00 0.00 0 0.00 0.05 0.06578 .004052 0.00 0.430 0.00 1059.14 1057.00 0.978 1057.978 6.4 5.25 0.427 1058.405 0.00 0.978 1.50 0.00 0.00 0 0.00 IL ENTRANCE L^ 97, q5_ \ A 0.00 1059.14 1057.00 1.605 1058.605 6.4 1.00 0.015 1058.620 0.00 0.430 4.00 4.00 0.00 0 0.00 �DQ cmc C�Qs��C- lotal,�,� 1 1 ' F 0 5 1 5 P 1 1 IJ PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING IDING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL 8-15"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL ♦DING LINE NO 3 IS - FILE:1135815 OFI LE :11358150 1 1 IJ PAGE NO 3 'TE: 9/24/1997 TIME: 15:19 ' FCHANNEL NATER SURFACE PROFILE - CHANNEL DEFINITION LISTING lJ [l PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ,ODE NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 .00 13 3 1 1.00 5 5.00 15.00 CD 14 3 0 0.00 4.00 4.00 lJ [l PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 LENT NATER SURFACE PROFILE - ELEMENT p h CARD LISTING NO 1 IS A SYSTEM OUTLET i06 uo;T . *� * U/S DATA STATION INVERT SECT N S ELEV ' 1000.00 1055.22 1 1056.91 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1035.86 1059..'67 0.010 0.00 0.00 0.00 0 EMENT NO 3 IS A ���1 SYSTEM HEADNORKS . �� ap �� * a'(� 1J U/S DATA STATION INVERT SECT N S ELEV 1035.86 1059.67 1 0.00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING IWARNING NO.2 ** - NATER SURFACE ELEVATION GIVEN IS LESS THAN OR EOUALS INVERT ELEVATION IN HDYKDS, N.S.ELEV = INV + DC u [I LINSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-151-- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B15 OFILE:1135B150 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER LEM SO SF AVE HF NORM DEPTH ZR 00.00 1055.22 1.690 1056.910 1.5 1.91 0.057 1056.967 0.00 0.519 1.00 0.00 0.00 0 0.00 4.58 0.12409 .001049 0.00 0.200 0.00 04.58 1055.79 1.138 1056.927 1.5 1.91 0.057 1056.984 0.00 0.519 1.00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 04.58 1055.79 0.211 1056.000 1.5 12.40 2.386 1058.386 0.00 0.519 1.00 0.00 0.00 0 0.00 3,48 0.12409 .105102 0.37 0.200 0.00 08.06 1056.22 0.215 1056.436 1.5 12.00 2.236 1058.672 0.00 0.519 1.00 0.00 0.00 0 0.00 ' 6.48 0.12409 .093843 0.61 0.200 0.00 1014.54 1057.03 0.223 1057.248 1.5 11.45 2.036 1059.284 0.00 0.519 1.00 0.00 0.00 0 0.00 ' 4.25 0.12409 .082055 0.35 0.200 0.00 018.79 1057.55 0.230 1057.782 1.5 10.95 1.861 1059.643 0.00 0.519 1.00 0.00 0.00 0 0.00 3.06 0.12409 .071676 0.22 0.200 0.00 21.85 1057.93 0.238 1058.170 1.5 10.42 1.685 1059.855 0.00 0.519 1.00 0.00 0.00 0 0.00 2.36 0-12409 .062758 0.15 0.200 0.00 124.21 1058.22 0.247 1058.471 1.5 9.93 1.532 1060.003 0.00 0.519 1.00 0.00 0.00 0 0.00 1.90 0.12409 .054920 0.10 0.200 0.00 126.11 1058.46 0.255 1058.715 1.5 9.49 1.400 1060.115 0.00 0.519 1.00 0.00 0.00 0 0.00 ' 1.54 0.12409 ,048013 0.07 0.200 0.00 1027.65 1058.65 0.264 1058.915 1.5 9.04 1.268 1060.183 0.00 0.519 1.00 0.00 0.00 0 0.00 1.30 0.12409 .042008 0.05 0.200 0.00 1028.95 1058.81 0.273 1059.085 1.5 8.62 1.154 1060.239 0.00 0.519 1.00 0.00 0.00 0 0.00 ' 1.09 0.12409 .036728 0.04 0.200 0.00 [ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-15"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B15 OFILE:1135B150 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH PAGE 2 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ELEM SO ZR SF AVE HF 1.00 0.00 0.00 0 0.00 0.200 0.00 1030.04 1058.95 0.282 1059.230 1.5 8.20 1.043 1060.273 0.00 0.519 0.93 0.12409 1.00 .032128 0.03 0 0.00 030.97 1059.06 0.292 1059.355 1.5 7.81 0.948 1060.303 0.00 0.519 0.78 0.12409 0.200 0.00 .028156 0.02 1.00 '1031.75 1059.16 0.303 1059.464 1.5 7.46 0.865 1060.329 0.00 0.519 1.00 0.00 0.00 0 0.00 0.200 0.00 0.70 0.12409 1.00 0.00 0.00 .024660 0.02 0.200 032.45 1059.25 0.313 1059.559 1.5 7.11 0.785 1060.344 0.00 0.519 ' 0.59 0.12409 0.00 .021577 0.01 0.00 0.00 1033.04 1059.32 0.324 1059.643 1.5 6.79 0.715 1060.358 0.00 0.519 ' 0.50 0.12409 0 0.00 0.200 .018911 0.01 1033.54 1059.38 0.336 1059.718 1.5 6.47 0.649 1060.367 0.00 0.519 0.44 0.12409 .016582 0.01 033.98 1059.44 0.348 1059.784 1.5 6.17 0.592 1060.376 0.00 0.519 0.38 0.12409 .014529 0.01 034.36 1059.48 0.360 1059.844 1.5 5.88 0.537 1060.381 0.00 0.519 0.32 0.12409 .012733 0.00 034.68 1059.52 0.373 1059.897 1.5 5.62 0.490 1060.387 0.00 0.519 ' 0.28 0.12409 .011163 0.00 1034.96 1059.56 0.386 1059.944 1.5 5.34 0.442 1060.386 0.00 0.519 ' 0.23 0.12409 .009789 0.00' 1035.19 1059.59 0.400 1059.987 1.5 5.10 0.404 1060.391 0.00 0.519 0.19 0.12409 .008595 0.00 PAGE 2 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR 1.00 0.00 0.00 0 0.00 0.200 0.00 1.00 0.00 0.00 0 0.00 0.200 0.00 1.00 0.00 0.00 0 0.00 0.200 0.00 1.00 0.00 0.00 0 0.00 0.200 0.00 1.00 0.00 0.00 0 0.00 0.200 0.00 1.00 0.00 0.00 0 0.00 0.200 0.00 1.00 0.00 0.00 0 0.00 0.200 0.00 1.00 0.00 0.00 0 0.00 0.200 0.00 1.00 0.00 0.00 0 0.00 0.200 0.00 1.00 0.00 0.00 0 0.00 0.200 0.00 1.00 0.00 0.00 0 0.00 0.200 0.00 L INSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P NATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL 8-15"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B15 OFILE:11358150 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH MLEM SO SF AVE HF 35.38 1059.61 0.415 1060.025 1.5 4.85 0.366 1060.391 0.00 0.519 0.15 0.12409 .007549 0.00 35.53 1059.63 0.430 1060.060 1.5 4.63 0.333 1060.393 0.00 0.519 0.13 0.12409 .006631 0.00 135.66 1059.64 0.446 1060.091 1.5 4.42 0.304 1060.395 0.00 0.519 0.09 0.12409 .005830 0.00 1060.395 0.00 0.519 35.75 1059.66 0.463 1060.119 1.5 4.21 0.276 ' 0.06 0.12409 .005128 0.00 1035.81 1059.66 0.480 1060.144 1.5 4.02 0.251 1060.395 0.00 0.519 ' 0.04 0.12409 .004510 0.00 35.85 1059.67 0.498 1060.167 1.5 3.83 0.227 1060.394 0.00 0.519 0.01/ 0.12�40G9 .003961 0.00 ...., 3x86 1059.67 0.519 1060.189 1.5 3.64 0.206 1060.395 0.00 0.519 1 PAGE 3 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR •rrrrrrrrrrrrrrrwrrr.orer*r+rrrrrrrrrrrra 1.00 0.00 0.00 0 0.00 0.200 0.00 1.00 0.00 0.00 0 0.00 0.200 0.00 1.00 0.00 0.00 0 0.00 0.200 0.00 1.00 0.00 0.00 0 0.00 0.200 0.00 1.00 0.00 0.00 0 0.00 0.200 0.00 1.00 0.00 0.00 0 0.00 0.200 0.00 1.00 0.00 0.00 0 0.00 ' F 0 5 1 5 P NATER SURFACE PROFILE - TITLE CARD LISTING F�DING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B-1611- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL IING LINE NO 3 IS - F[LE:1135616 OFILE:11358160 1 I 1 [1 1 PAGE NO 3 IE: 10/20/1997 TIME: 13:52 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING RD SECT CNN NO OF AVE PIER HEIGHT i BASE E ■CD NO TYPE PIERS WIDTH DIAMETER WIDTH 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 CD 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 4.00 1 1 H 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 ' WATER SURFACE PROFILE - ELEMENT CARD LISTING \` VT ELEMENT NO 1 IS A SYSTEM OUTLET ' U/S DATA STATION INVERT SECT W S ELEV 1000.00 1056.01 3 1057.03 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N 1014.40 1057.50 3 0.010 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 NO 3 IS A WALL ENTRANCE 'EMENT U/S DATA STATION INVERT SECT FP 1014.40 1057.50 14 0.500 'EMENT NO 4 IS A SYSTEM HEADWORKS CPQ g'"16 * U/S DATA STATION INVERT SECT W S ELEV 1014.40 1057.50 14 0.00 EDIT ERRORS ENCOUNTERED-COMPUTAT ION IS NOW BEGINNING WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 11 L,ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE i WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-1611- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135816 OFILE:11358160 'ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER JELEM 50 SF AVE HF NORM DEPTH ZR xxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxexxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxaxxxxxxxxxxxxxxxxxxxxxxxxx 000.00 6.01 1.020 11057.030 1.1 0.86 0.011 1057.041 0.00 0.392 1.50 0.00 0.00 0 0.00 0.40 0.10347 .000106 0.00 0.150 0.00 10 00.40 1056.05 0.977 1057.029 1.1 0.90 0.013 1057.042 0.00 0.392 1.50 0.00 0.00 0 0.00 0.37 0.10347 .000120 0.00 0.150 0.00 '000.77 1056.09 0.938 1057.028 1.1 0.95 0.014 1057.042 0.00 0.392 1.50 0.00 0.00 0 0.00 0.34 0.10347 .000135 0.00 0.150 0.00 001.11 1056.12 0.901 1057.026 1.1 0.99 0.015 1057.041 0.00 0.392 1.50 0.00 0.00 0 0.00 ' 0.33 0.10347 .000153 0.00 0.150 0.00 1001.44 1056.16 0.866 1057.025 1.1 1.04 0.017 1057.042 0.00 0.392 1.50 0.00 0.00 0 0.00 0.30 0.10347 .000173 0.00 0.150 0.00 001.74 1056.19 0.833 1057.023 1.1 1.09 0.018 1057.041 0.00 0.392 1.50 0.00 0.00 0 0.00 0.29 0.10347 .000195 0.00 0.150 0.00 02.03 1056.22 0.801 1057.021 1.1 1.14 0.020 1057.041 0.00 0.392 1.50 0.00 0.00 0 0.00 0.26 0.10347 .000221 0.00 0.150 0.00 102.29 1056.25 0.772 1057.019 1.1 1.20 0.022 1057.041 0.00 0.392 1.50 0.00 0.00 0 0.00 0.26 0.10347 .000251 0.00 0.150 0.00 02.55 1056.27 0.743 1057.017 1.1 1.26 0.025 1057.042 0.00 0.392 1.50 0.00 0.00 0 0.00 ' 0.15 0.10347 .000286 0.00 0.150 0.00 1002.70 1056.29 0.716 1057.005 1.1 1.32 0.027 1057.032 0.00 0.392 1.50 0.00 0.00 0 0.00 HlAULIC JUMP 0.00 1002.70 1056.29 0.182 1056.471 1.1 9.02 1.262 1057.733 0.00 0.392 1.50 0.00 0.00 0 0.00 1 0.41 0.10347 .061738 0.03 0.150 0.00 [ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-16"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135816 OFILE:1135B160 �ATION INVERT DEPTH W.S. W VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR xxxxxxxxrr++++x rxxxxrrrr++++++++++++++xxxxxxxxxxxxrxxxxxxxxxxxxxx+rr++++++xx+xx+xxxxxxxxxrxxxxxxx+++x++++++++++++++++rxxxx++++++ '1003.11 1056.33 0.188 1056.520 1.1 8.59 1.147 1057.667 0.00 0.392 1.50 0.00 0.00 0 0.00 1.96 0.10347 .053573 0.11 0.150 0.00 005.07 1056.53 0.194 1056.728 1.1 8.15 1.031 1057.759 0.00 0.392 1.50 0.00 0.00 0 0.00 1.53 0.10347 .046779 0.07 0.150 0.00 '1006.60 1056.69 0.201 1056.894 1.1 7.80 0.945 1057.839 0.00 0.392 1.50 0.00 0.00 0 0.00 1.27 0.10347 .040829 0.05 0.150 0.00 007.87 1056.83 0.207 1057.032 1.1 7.43 0.858 1057.890 0.00 0.392 1.50 0.00 0.00 0 0.00 1.05 0.10347 .035602 0.04 0.150 0.00 1008.92 1056.93 0.214 1057.147 1.1 7.10 0.782 1057.929 0.00 0.392 1.50 0.00 0.00 0 0.00 0.88 0.10347 .031079 0.03 0.150 0.00 009.80 1057.02 0.221 1057.245 1.1 6.75 0.707 1057.952 0.00 0.392 1.50 0.00 0.00 0 0.00 0.73 0.10347 .027152 0.02 0.150 0.00 010.53 1057.10 0.229 1057.329 1.1 6.43 0.643 1057.972 0.00 0.392 1.50 0.00 0.00 0 0.00 0.64 0.10347 .023742 0.02 0.150 0.00 ' 011.17 1057.17 0.237 1057.403 1.1 6.15 0.586 1057.989 0.00 0.392 1.50 0.00 0.00 0 0.00 0.54 0.10347 .020744 0.01 0.150 0.00 011.71 1057.22 0.245 1057.467 1.1 5.85 0.532 1057.999 0.00 0.392 1.50 0.00 0.00 0 0.00 0.48 0.10347 .018112 0.01 0.150 0.00 1012.19 1057.27 0.253 1057.524 1.1 5.58 0.484 1058.008 0.00 0.392 1.50 0.00 0.00 0 0.00 ' 0.41 0.10347 .015803 0.01 0.150 0.00 1012.60 1057.31 0.261 1057.574 1.1 5.31 0.438 1058.012 0.00 0.392 1.50 0.00 0.00 0 0.00 0.34 0.10347 .013796 0.00 0.150 0.00 IENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 NATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-16"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B16 OFILE:11358160 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER BELEM SO SF AVE HF NORM DEPTH ZR 012.94 1057.35 0.270 1057.619 1.1 5.07 0.399 1058.018 0.00 0.392 1.50 0.00 0.00 0 0.00 0.30 0.10347 .012053 0.00 0.150 0.00 ' 013.24 1057.38 0.279 1057.659 1.1 4.82 0.361 1058.020 0.00 0.392 1.50 0.00 0.00 0 0.00 0.25 0.10347 .010535 0.00 0.150 0.00 ' 013.49 1057.40 0.289 1057.694 1.1 4.60 0.329 1058.023 0.00 0.392 1.50 0.00 0.00 0 0.00 0.22 0.10347 .009203 0.00 0.150 0.00 013.71 1057.43 0.298 1057.727 1.1 4.40 0.301 1058.028 0.00 0.392 1.50 0.00 0.00 0 0.00 ' 0.17 0.10347 .008041 0.00 0.150 0.00 1013.88 1057.45 0.309 1057.755 1.1 4.20 0.274 1058.029 0.00 0.392 1.50 0.00 0.00 0 0.00 t0.15 0.10347 0.00 0.150 0.00 .007031 014.03 1057.46 0.319 1057.781 1.1 4.00 0.248 1058.029 0.00 0.392 1.50 0.00 0.00 0 0.00 0.12 0.10347 .006143 0.00 0.150 0.00 ,014.15 1057.47 0.330 1057.804 1.1 3.81 0.225 1058.029 0.00 0.392 1.50 0.00 0.00 0 0.00 0.10 0.10347 .005369 0.00 0.150 0.00 014.25 1057.48 0.341 1057.825 1.1 3.63 0.205 1058.030 0.00 0.392 1.50 0.00 0.00 0 0.00 0.07 0.10347 .004693 0.00 0.150 0.00 014.32 1057.49 0.353 1057.844 1.1 3.46 0.186 1058.030 0.00 0.392 1.50 0.00 0.00 0 0.00 ' 0.05 0.10347 .004105 0.00 0.150 0.00 1014.37 1057.50 0.365 1057.861 1.1 3.30 0.169 1058.030 0.00 0.392 1.50 0.00 0.00 0 0.00 ' 0.03 0.10347 .003587 0.00 0.150 0.00 1014.40 1057.50 0.377 1057.877 1.1 3.15 0.154 1058.031 0.00 0.392 1.50 0.00 0.00 0 0.00 0.00 0.10347 .003124 0.00 0.150 0.00 1 IENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P NATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-16"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135816 OFILE:1135B160 'ATION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH WELEM SO SF AVE HF NORM DEPTH PAGE 4 HGT/ BASE/ 2L NO AVBPR DIA ID NO. PIER 2R 1.50 0.00 0.00 0 0.00 0.00 4.00 4.00 0.00 0 0.00 014.40 1057.50 0.392 1057.892 1.1 2.99 0.139 1058.031 0.00 0.392 LL ENTRANCE (:� Z e>- 1\� 014.40 1057.50 0.587 1058.087 1.1 0.47 0.003 1058.090 0.00 0.133 '*CJ? Csr C\Q12Ft l o!e l S o 1 1 1 PAGE 4 HGT/ BASE/ 2L NO AVBPR DIA ID NO. PIER 2R 1.50 0.00 0.00 0 0.00 0.00 4.00 4.00 0.00 0 0.00 ' F 0 5 1 5 P ' WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B-1711- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL DING LINE NO 3 IS - FI LE:1135817 OFILE:1135B17D iJ 11 PAGE NO 3 IE: 10/17/1997 TIME: 16:13 - F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING F 1 1 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE 'DE NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 1.50 L■■�6 4 4 2.00 CD 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 .00 13 3 1 1.00 5 5.00 15.00 14 3 0 0.00 4.03 4.00 CD 15 3 0 0.00 3.56 4.00 F 1 1 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING \l U EMENT NO 1 IS A SYSTEM OUT TLE* �^sz ' U/S DATA STATION INVERT SECT 1000.00 1056.40 4 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N 1086.08 1056.83 4 0.013 EMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 10186_.08 1056.83 14 0.500 ,EMENT NO 4 IS A JUNCTION Ol-1�`. b c4s. ('--I - U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 1087.58 1056.84 14 8 3 0.015 'EMENT NO 5 IS A TRANSITION U/S DATA STATION INVERT SECT N 1089.58 1056.85 14 0.015 EMENT NO b ISA WALL EXIT U/S DATA STATION INVERT SECT ' 1089.58 1056.85 4 ELEMENT NO 7 IS A JUNCTIONO ",Z- ' U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 1136.71 1057.08 4 1 0 0.013 EMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N 1206.48 1057.43 4 0.013 ,EMENT NO 9 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1206.48 1057.43 15 0.500 ,EMENT NO 10 IS A JUNCTION (p\ Ca U/S DATA TATION INVERT SECT LAT -1 LAT -2 N 1207.71 1057.44 15 8 0 0.010 'EMENT NO 11 IS A TRANSITION U/S DATA STATION INVERT SECT N ' 1208.78 1057.45 15 0.014 I W S ELEV 1058.06 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 * * Y 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 3.5 3.5 1056.84 1056.84 90.00 90.00 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1.2 0.0 1057.58 0.00 90.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 # # # 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 3.2 0.0 1057.44 0.00 90.00 0.00 F 0 5 1 5 P PAGE NO 3 ' NATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 12 IS A WALL EXIT U/S DATA STATION INVERT SECT ' 1208.78 1057.45 1 (-Go�•�L�*5 ELEMENT NO 13 IS A JUNCTION GO,\ ' U/S DATA TATION INVERT SECT LAT -1 LAT -2 N Q3 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1227.62 1057.54 1 1 0 0.010 1.2 0.0 1057.54 0.00 45.00 0.00 EMENT NO 14 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1310.43 1057.96 1 0.010 0.00 41.12 0.00 0 'EMENT NO 15 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1342.73 1058.12 1 0.010 0.00 0.00 0.00 0 LENT NO 16 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1367.25 1058.24 1 0.010 0.00 90.00 0.00 0 EMENT NO 17 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1 1402.59 1058.42 1 0.010 0.00 0.00 0.00 0 ELEMENT NO 18 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1423.09 1058.52 1 0.010 0.00 0.00 0.00 0 EMENT NO 19 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1423.09 1058.52 1 0.00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING IWARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 I IENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-1711- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135817 OFILE:1135B170 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM 50 SF AVE HF NORM DEPTH ZR ifftff ttt******kkttt***ttttttt****44***ffitf if iittttt***t**t******tttii*iittttff****tt****444*tit ttt*f *ttt**44**4*f iff***1444 �00 1056.40 1.660 1058.060 14.8 5.31 0.438 1058.498 0.00 1.387 2.00 0.00 0.00 0 0.00 65.52 0.00500 .004398 0.29 1.520 0.00 065.52 1056.73 1.577 1058.304 14.8 5.57 0.481 1058.785 0.00 1.387 2.00 0.00 0.00 0 0.00 20.56 0.00500 .004664 0.10 1.520 0.00 086.08 1056.83 1.560 1058.390 14.8 5.63 0.492 1058.882 0.00 1.387 2.00 0.00 0.00 0 0.00 �LL ENTRANCE 0.00 086.08 1056.83 2.335 1059.165 14.8 1.58 0.039 1059.204 0.00 0.752 4.03 4.00 0.00 0 0.00 Li-1 �CT STR 0.00667 O !_-P�. -\�_\ 11�j `d-c C_�, t�.000147 0.00 0.00 1087.58 1056.84 2.381 1059.221 7.8 0.82 0.010 1059.231 0.00 0.491 4.03 4.00 0.00 0 0.00 ��Q ocC.ep�= IL�.L=1to 1,NS STR 0.00500 .000062 0.00 0.00 1089.58 1056.85 2.372 1059.222 7.8 0.82 0.010 1059.232 0.00 0.491 4.03 4.00 0.00 0 0.00 LL EXIT 0.00 '089.58 1056.85 2.373 1059.223 7.8 2.48 0.096 1059.319 0.00 0.994 2.00 0.00 0.00 0 0.00 JUNCT STR 0.00488 0 L_Tay. \1•Z .001020 0.05 0.00 136.71 1057.08 2.245 1059.325 6.6 2.10 0.069 1059.394 0.00 0.910 2.00 0.00 0.00 0 0.00 58.93 0.00502 0.05 0.892 0.00 .000843 195.64 1057.38 2.000 1059.376 6.6 2.10 0.069 1059.445 0.00 0.910 2.00 0.00 0.00 0 0.00 ' 10.84 0.00502 .000796 0.01 0.892 0.00 1206.48 1057.43 1.952 1059.382 6.6 2.11 0.069 1059.451 0.00 0.910 2.00 0.00 0.00 0 0.00 'LL ENTRANCE 0.00 1206.48 1057.43 2.071 1059.501 6.6 0.80 0.010 1059.511 0.00 0.439 3.56 4.00 0.00 0 0.00 ICT STR 0.00813 �\ �' p• Pj-\1•Z .000017 0.00 0.00 1 JENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-17"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:11351317 OFILE:1135B170 'ATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER �ELEM SO SF AVE HF NORM DEPTH ZR wrrrrrwrxrwwrrrwxrrwwrrwrrwwrrwwwrrwwrrrwwwwwwwrrrrwrwrwwwwwrwwwxrwrrwrrwwwrwxrrwwrrrwwrwrwrwwwrrxrwwxxwwrxwwrwwwwwwwwwwrrrrrrrr 207.71 1057.44 2.076 1059.516 3.4 0.41 0.003 1059.519 0.00 0.282 3.56 4.00 0.00 0 0.00 -CCS oGC�2Pct = ��'Jc7 TRANS STR 0.00935 .000015 0.00 0.00 ,208.78 1057.45 2.066 1059.516 3.4 0.41 0.003 1059.519 0.00 0.282 3.56 4.00 .0.00 0 0.00 WALL EXIT 0.00 1208.78 1057.45 2.067 1059.517 3.4 4.33 0.291 1059.808 0.00 0.789 1.00 0.00 0.00 0 0.00 J CT STR 0.00478 60.1 L -VP -T- 5'\1 •3 .003822 0.07 0.00 227.62 1057.54 2.336 1059.876 2.2 2.80 0.122 1059.998 0.00 0.634 1.00 0.00 0.00 0 0.00 ' 82.81 0.00507 .002256 0.19 0.600 0.00 1310.43 1057.96 2.119 1060.079 2.2 2.80 0.122 1060.201 0.00 0.634 1.00 0.00 0.00 0 0.00 ' 32.30 0.00495 .002256 0.07 0.600 0.00 342.73 1058.12 2.032 1060.152 2.2 2.80 0.122 1060.274 0.00 0.634 1.00 0.00 0.00 0 0.00 24.52 0.00489 .002256 0.06 0.600 0.00 67.25 1058.24 1.992 1060.232 2.2 2.80 0.122 1060.354 0.00 0.634 1.00 0.00 0.00 0 0.00 35.34 0.00509 .002256 0.08 0.600 0.00 402.59 1058.42 1.892 1060.312 2.2 2.80 0.122 1060.434 0.00 0.634 1.00 0.00 0.00 0 0.00 2P-50.\ 0.000488 n r .002256 0.05 0.600 0.00 04V1058.52 1.838 1060.358 2.2 2.80 0.122 1060.480 0.00 0.634 1.00 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 - ' STORM DRAIN LINE "LATERAL B-17.1"- PARCEL MAP 28530 HEADING LINE NO 2 IS - TEMECULA REGIONAL MALL DING LINE NO 3 IS - FILE:1135817.1 OFILE:1135B17.10 1 JE: 10/17/1997 TIME: 16:20 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE E NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 ' 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 3.70 4.00 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET L'g� - &* „ *t- C U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1056.84 3 1059.22 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N 1131.96 1057.50 3 0.010 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 I 1 NO 3 IS A WALL ENTRANCE �EMENT U/S DATA STATION INVERT SECT FP 1131.96 1057.50 14 0.500 'EMENT NO 4 IS A SYSTEM HEADWORKS C -a, U/S DATA STATION INVERT SECT W S ELEV 1131.96 1057.50 14 0.00 EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EOUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC I 1 LNSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P NATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL 8-17.1"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135817.1 OFILE:1135817.1O 1056.84 2.380 1059.220 3.5 1.98 0.061 1059.281 0.00 0.714 131.96 0.00500 .000657 0.09 ,131.96 1057.50 1.807 1059.307 3.5 1.98 0.061 1059.368 0.00 0.714 WALL ENTRANCE C,Rj 5 ,V, 2�( 1131.96 1057.50 1.923 1059.`42-3 3.5 0.46 0.003 1059.426 0.00 0.288 1 PAGE 1 NGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.50 TION INVERT DEPTH N.S. O VEL VEL ENERGY SUPER CRITICAL 0.620 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH LEM SO--_ SFJAVE AVE HF --------- 1056.84 2.380 1059.220 3.5 1.98 0.061 1059.281 0.00 0.714 131.96 0.00500 .000657 0.09 ,131.96 1057.50 1.807 1059.307 3.5 1.98 0.061 1059.368 0.00 0.714 WALL ENTRANCE C,Rj 5 ,V, 2�( 1131.96 1057.50 1.923 1059.`42-3 3.5 0.46 0.003 1059.426 0.00 0.288 1 PAGE 1 NGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.50 0.00 0.00 0 0.00 0.620 0.00 1.50 0.00 0.00 0 0.00 0.00 3.70 4.00 0.00 0 0.00 ' F 0 5 1 5 P 11 1 1 11 PAGE NO 3 MATER SURFACE PROFILE - TITLE CARD LISTING DING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B-17.2"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL F�DING LINE NO 3 IS - FILE:1135817-2 OFI LE:1135617.20 11 1 1 11 PAGE NO 3 IE: 10/17/1997 TIME: 16:21 ' FCHANNEL WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING 1 1 1 I 1 1 1 1 [1 1 1 PAGE 1 2L 2R INV Y(i) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 CARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE IDE NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 ' 9 4 4.50 10 4 5.00 CD 11 4 - 5.50 12 4 6.00 ' 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 4.00 1 1 1 1 I 1 1 1 1 [1 1 1 PAGE 1 2L 2R INV Y(i) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 IF 0 5 1 5 P PAGE NO 2 1 11 ul WATER SURFACE PROFILE - ELEMENT CARD LISTING NEMENT NO 1 IS A SYSTEM OUTLET (,-j Lwz U/S DATA STATION INVERT SECT W S ELEV 1000.00 1057.56 1 1059.33 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1095.00 1059.00 1 0.010 0.00 0.00 0.00 0 NO 3 IS A SYSTEM HEADWORKS �EMENT U/S DATA STATION INVERT SECT W S ELEV 1095.00 1059.00 1 0.00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING IWARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 11 ul �ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-17.21-- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B17.2 OFILE:1135B17.20 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR xxxxxxx xxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 000.00 1057.58 1.750 1059.330 1.2 1.53 0.036 1059.366 0.00 0.462 1.00 0.00 0.00 0 0.00 52.54 0.01495 .000662 0.03 0.310 0.00 052.54 1058.37 1.000 1059.365 1.2 1.53 0.036 1059.401 0.00 0.462 1.00 0.00 0.00 0 0.00 6.16 0.01495 .000620 0.00 0.310 0.00 ' 058.70 1058.46 0.907 1059.364 1.2 1.60 0.040 1059.404 0.00 0.462 1.00 0.00 0.00 0 0.00 3.49 0.01495 .000607 0.00 0.310 0.00 062.19 1058.51 0.853 1059.362 1.2 1.68 0.044 1059.406 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 2.77 0.01495 .000658 0.00 0.310 0.00 1064.96 1058.55 0.809 1059.360 1.2 1.76 0.048 1059.408 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 2.40 0.01495 .000724 0.00 0.310 0.00 067.36 1058.59 0.770 1059.357 1.2 1.85 0.053 1059.410 0.00 0.462 1.00 0.00 0.00 0 0.00 2.10 0.01495 .000803 0.00 0.310 0.00 ,069.46 1058.62 0.735 1059.353 1.2 1.94 0.058 1059.411 0.00 0.462 1.00 0.00 0.00 0 0.00 1.86 0.01495 .000896 0.00 0.310 0.00 071.32 1 1058.65 0.703 1059.349 1.2 2.03 0.064 1059.413 0.00 0.462 1.00 0.00 0.00 0 0.00 0.01495 .001004 0.00 0.310 0.00 t01.69 73.01 1058.67 0.673 1059.344 1.2 2.13 0.071 1059.415 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 1.52 0.01495 .001128 0.00 0.310 0.00 1074.53 1058.69 0.645 1059.339 1.2 2.24 0.078 1059.417 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 1.13 0.01495 .001273 0.00 0.310 0.00 1075.66 1058.71 0.619 1059.330 1.2 2.35 0.086 1059.416 0.00 0.462 1.00 0.00 0.00 0 0.00 HLULIC JUMP 0.00 1 iENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING - STORM DRAIN LINE "LATERAL 8-17.2"- PARCEL MAP 28530 , TEMECULA REGIONAL MALL FILE:1135B17.2 OFILE:1135B17.20 'ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SO SF AVE HF NORM DEPTH ZR �ELEM 075.66 1058.71 0.323 1059.034 1.2 5.48 0.466 1059.500 0.00 0.462 1.00 0.00 0.00 0 0.00 0.56 0.01495 .012335 0.01 0.310 0.00 076.22 1058.72 0.334 1059.053 1.2 5.22 0.423 1059.476 0.00 0.462 1.00 0.00 0.00 0 0.00 6.33 0.01495 .010790 0.07 0.310 0.00 082.55 1058.81 0.346 1059.160 1.2 4.96 0.382 1059.542 0.00 0.462 1.00 0.00 0.00 0 0.00 0.01495 .009455 0.04 0.310 0.00 14.16 086.71 1058.88 0.358 1059.234 1.2 4.74 0.349 1059.583 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 2.80 0.01495 .008287 0.02 0.310 0.00 1089.51 1058.92 0.371 1059.289 1.2 4.51 0.316 1059.605 0.00 0.462 1.00 0.00 0.00 0 0.00 1.92 0.01495 0.01 0.310 0.00 .007274 091.43 1058.95 0.385 1059.332 1.2 4.30 0.287 1059.619 0.00 0.462 1.00 0.00 0.00 0 0.00 1.54 0.01495 .006380 0.01 0.310 0.00 ,092.97 1058.97 0.398 1059.368 1.2 4.11 0.262 1059.630 0.00 0.462 1.00 0.00 0.00 0 0.00 0.94 0.01495 .005596 0.01 0.310 0.00 1093.91 1058.98 0.413 1059.397 1.2 3.91 0.237 1059.634 0.00 0.462 1.00 0.00 0.00 0 0.00 0.66 0.01495 .004915 0.00 0.310 0.00 094.57 1058.99 0.428 1059.422 1.2 3.73 0.216 1059.638 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 0.34 0.01495 .004318 0.00 0.310 0.00 1094.91 1059.00 0.444 1059.443 1.2 3.56 0.197 1059.640 0.00 0.462 1.00 0.00 0.00 0 0.00 0.09 .0.01495 .003784 0.00 0.310 0.00 Pe42�k.� Gaw�a�Tca�l 095.00 1059.00 0.462 1059.462 1.2 3.38 0.177 1059.639 0.00 0.462 1.00 0.00 0.00 0 0.00 1 1 HEADING LINE NO 1 IS - 1 HEADING LINE NO 2 IS - 1 H'DING LINE NO 3 IS - t 1 F 0 5 1 5 P NATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL B-17.3"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B17.3 OFILE:1135B17.30 PAGE NO 3 IE: 10/17/1997 T;ME: 16:23 1 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING 1 u 1 I 1 1 1 1 1 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 D SECT CHNI NO OF AVE PIER HEIGHT 1 BASE E NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 CD 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 4.00 1 1 u 1 I 1 1 1 1 1 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 IF 0 5 1 5 P PAGE NO 2 NATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET `Y.1/ U/S DATA STATION INVERT SECT N S ELEV ' 1000.00 1057.74 1 1059.88 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 1081.90 1059.00 1 0.010 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 {CEMENT NO 3 IS A SYSTEM HEADNORKS (?-CL-X-- 0CL*n1 Cr N:-CS�nb� 'u■ U/S DATA STATION INVERT SECT N S ELEV 1081.90 1059.00 1 0.00 NO EDIT ERRORS ENCOUNTERED- COMPUTATION IS NOW BEGINNING IWARNING NO. 2 ** - NATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDNKDS, W.S.ELEV = INV + DC I I 0 I I I I I I I I I JENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P 000.00 1057.74 x.140 1059.880 WATER SURFACE PROFILE LISTING 0.00 0.462 77.48 STORM DRAIN LINE "LATERAL B-17.3"- PARCEL MAP 28530 0 0.05 0.00 TEMECULA REGIONAL MALL 1058.93 1.000 1059.932 1.2 1.53 0.036 FILE:1135B17.3 OFILE:1135817.30 0.462 aAT10N INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH ELEM SO` SF AVE" HF NORM DEPTH 000.00 1057.74 x.140 1059.880 1.2 1.53 0.036 1059.916 0.00 0.462 77.48 0.01538 1.00 0.00 .000662 0.05 0.00 0.300 077.48 1058.93 1.000 1059.932 1.2 1.53 0.036 1059.968 0.00 0.462 4.42 0.01538. 000617 0.00 1081.90 /' Cita-.) TJ C C=lulY 1059.00 0.932 1059.932 1.2 1.57 0.039 1059.971 0.00 0.462 D D D a 0 0 0 0 v 0 a 0 PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.00 0.00 0.00 0 0.00 0.300 0.00 1.00 0.00 0.00 0 0.00 0.300 0.00 1.00 0.00 0.00 0 0.00 IF 0 5 1 5 P NATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - 0 STORM DRAIN LINE "C"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ITEMECULA REGIONAL MALL- USING CIPP IDING LINE NO 3 IS - FI LE:1135CC OFI LE:1135C0 I I [l I LI I I I I I I I I I PAGE NO 3 JE: 10/16/1997 TIME: 11:33 0 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING D SECT CHN NO OF AVE PIER HEIGHT 1 BASE E NO TYPE PIERS WIDTH DIAMETER WIDT PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 13 3 H CD 1 4 1.00 0.00 2 4 1.25 3 3 4 1.50 CD 4 4 2.00 5 4 2.50 0.00 6 4 3.00 CD 7 4 3.50 �p 8 4 4.00 4.00 9 4 4.50 '10 4 5.00 CD11 4 5.50 a12 4 6.00 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP I 0 I 1 11 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 3.91 4.00 0.00 0.00 0.00 15 3 0 0.00 7.70 4.00 0.00 0.00 0.00 16 3 0 0.00 9.39 4.00 0.00 0.00 0.00 I 0 I 1 11 ' F 0 5 1 5 P ' WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET SL-"5-, *`J * U/S DATA STATION INVERT SECT ' 3000.00 1049.31 8 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 3659.61 1051.95 8 0.015 'EMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N 3706.73 1052.14 8 0.015 ,EMENT NO 4 IS A JUNCTION Gl 1.,,(a�. G--1* U/S DATA STATION INVERT SECT LAT -1 LAT -2 N q 3735.88 1052.25 8 1 0 0.015 LENT NO 5 IS A JUNCTION Ib l..(SS. C -U' U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 3748.88 1052.30 8 3 0 0.015 EMENT NO 6 IS A JUNCTION 8 UAIT-C-3* U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 3886.88 1052.86 8 3 0 0.015 ELEMENT NO 7 IS A JUNCTION S LiVz- C - 4-* ' U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 4003.88 1053.33 8 3 0 0.015 EMENT NO 8 IS A JUNCTION O L''P'� G-5 * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 4025.88 1053.41 8 1 0 0.015 'EMENT NO 9 IS A JUNCTION � L^ST--c-b * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 4031.43 1053.44 8 3 0 0.015 J W S ELEV 1054.43 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 30.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 * * * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 0.8 0.0 1053.75 0.00 90.00 0.00 + • e 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 8.7 0.0 1053.60 0.00 90.00 0.00 * * * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 3.5 0.0 1054.11 0.00 90.00 0.00 t f * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2.4 0.0 1054.58 0.00 90.00 0.00 * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1.2 0.0 1054.91 0.00 90.00 0.00 * * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 13.3 0.0 1054.69 0.00 45.00 0.00 C F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 10 IS A TRANSITION ' U/S DATA STATION INVERT 4036.43 1053.46 SECT 6 N 0.015 ELEMENT NO 11 IS A JUNCTION a L, . C7 U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 4100.00 1053.99 6 3 0 0.015 4.2 0.0 1054.75 0.00 45.00 0.00 - Lk C-?> NO 12 IS A JUNCTIONX1.1 �EMENT U/S DATA 8 TION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 4121.30 1054.17 6 3 0 0.015 4.5 0.0 1054.92 0.00 45.00 0.00 �EMENT NO 13 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4409.22 1056.59 6 0.015 0.00 0.00 0.00 0 ILEMENT NO 14 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 4409.22 1056.59 166 0.500 ILEMENT NO 15 IS A JUNCTION O *(-t> c'- \* U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 4411.22 1056.61 16 8 0 0.015 10.0 0.0 1056.61 0.00 90.00 0.00 ELEMENT NO 16 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 4413.22 1056.63 16 0.013 0.00 0.00 0.00 0 EMENT NO 17 IS A WALL EXIT U/S DATA STATION INVERT SECT 4413.22 1056.63 .4 �EMENT NO 18 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4706.48 1059.09 4 0.013 0.00 0.00 0.00 0 �EMENT NO 19 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 4706.48 1059.09 14 0.500 ILEMENT NO 20 IS A SYSTEM HEADWORKS . U/S DATA STATION INVERT SECT W S ELEV 4706.48 1059.09 14 0.00 C F 0 5 1 5 P PAGE NO 4 WATER SURFACE PROFILE-- ELEMENT CARD LISTING N I DIT 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 1 [1 I 1 1 11 LKNSEE:'R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "C"- PARCEL MAP 28530 TEMECULA REGIONAL MALL- USING CIPP FILE:1135CC OFILE:1135C0 TION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH ..EM...0............................................SF AVE .....HF......................,.NORM DEPTH 00.00 1049.31 5.120 1054.430 659.61 0.00400 59.61 1051.95 4.248 1056.198 47.12 0.00403 106.73 1052.14 4.180 1056.320 J( STR 0.00377 6 Lf�- G_( 5.88 1052.25 4.166 1056.416 JIT STR 0.00385 C1V (,(ac G-2. 3748.88 1052.30 4.344 1056.644 11T STR 0.00406 GLS Lac, r -_j 86.88 1052.86 4.101 1056.961 J T STR 0.00402 O Lfz- e _ 6- 03.88 1053.33 3.845 1057.175 JUNCT STR 0.00364 O L PT-C-Cj 125.88 1053.41 3.814 1057.224 J T STR 0.00541 yo L.f=� e_Lo 31.43 1053.44 3.901 1057.341 TIS STR 0.00400 4036.43 1053.46 3.699 1057.159 JIT STR 0.00834 LL-C§� c 4100.00 1053.99 3.494 1057.484 IT STR 0.00645 C-- g PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 63.6 5.06 0.398 1054.828 0.00 2.406 4.00 0.00 0.00 0 0.00 .002610 1.72 2.725 0.00 63.6 5.06 0.398 1056.596 0.00 2.406 4.00 0.00 0.00 0 0.00 .002610 0.12 2.717 0.00 63.6 5.06 0.398 1056.718 0.00 2.406 4.00 0.00 0.00 0 0.00 .002577 0.08 0.00 - 62.8 5.00 0.388 1056.804 0.00 2.390 4.00 0.00 0.00 0 0.00 .002217 0.03 0.00 54.1 4.31 0.288 1056.932 0.00 2.211 4.00 0.00 0.00 0 0.00 .001770 0.24 0.00 50.6 4.03 0.252 1057.213 0.00 2.135 4.00 0.00 0.00 0 0.00 .001479 0.17 0.00 48.2 3.89 0.234 1057.409 0.00 2.081 4.00 0.00 0.00 0 0.00 .001272 0.03 0.00 47.0 3.80 0.225 1057.449 0.00 2.054 4.00 0.00 0.00 0 0.00 .000943 0.01 0.00 33.7 2.70 0.113 1057.454 0.00 1.726 4.00 0.00 0.00 0 0.00 .002025 0.01 0.00 33.7 4.77 0.353 1057.512 0.00 1.885 3.00 0.00 0.00 0 0.00 .003001 0.19 0.00 29.5 4.17 0.270 1057.754 0.00 1.759 3.00 0.00 0.00 0 0.00 .002237 0.05 0.00 IENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "C"- PARCEL MAP 28530 TEMECULA REGIONAL MALL- USING CIPP FILE:1135CC OFILE:1135CO �ATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL MGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER �ELEM SO SF AVE HF NORM DEPTH ZR rtrtxrt++++xxxxrtrtrtrtxx xx++xxx+++rt++++xxx+xxxx+x+xxx+x++rtrt++++xrt++x++++rt+++++++rtrt+++rtrtrtrtrtxrtrtrt++rtrtrtrtrtrtrtrtrtrt+rtrtxxxrtrtxxx++++++++++rtrtrtrt+rtrt 121.30 1054.17 3.478 1057.648 25.0 3.54 0.194 1057.842 0.00 1.613 3.00 0.00 0.00 0 0.00 73.22 0.00840 .001856 0.14 1.450 0.00 194.52 1054.79 3.000 1057.785 25.0 3.54 0.194 1057.979 0.00 1.613 3.00 0.00 0.00 0 0.00 38.78 0.00840 .001739 0.07 1.450 0.00 1233.30 1055.11 2.721 1057.832 25.0 3.71 0.214 1058.046 0.00 1.613 3.00 0.00 0.00 0 0.00 120.80 0.00840 .001694 0.04 1.450 0.00 4254.10 1055.29 2.560 1057.846 25.0 3.89 0.235 1058.081 0.00 1.613 3.00 0.00 0.00 0 0.00 16.66 0.00840 .001834 0.03 1.450 0.00 4270.76 1055.43 2.427 1057.853 25.0 4.08 0.259 1058.112 0.00 1.613 3.00 0.00 0.00 0 0.00 ' 14.27 0.00840 0.03 1.450 0.00 .002017 285.03 1055.55 2.310 1057.856 25.0 4.28 0.284 1058.140 0.00 1.613 3.00 0.00 0.00 0 0.00 12.41 0.00840 .002238 0.03 1.450 0.00 297.44 1055.65 2.205 1057.855 25.0 4.49 0.313 1058.168 0.00 1.613 3.00 0.00 0.00 0 0.00 10.96 0.00840 .002497 0.03 1.450 0.00 .308.40 1055.74 2.109 1057.852 25.0 4.71 0.344 1058.196 0.00 1.613 3.00 0.00 0.00 0 0.00 9.74 0.00840 .002798 0.03 1.450 0.00 318.14 1055.82 2.020 1057.844 25.0 4.94 0.378 1058.222 0.00 1.613 3.00 0.00 0.00 0 0.00 8.58 0.00840 .003144 0.03 1.450 0.00 4326.72 1055.90 1.937 1057.834 25.0 5.18 0.416 1058.250 0.00 1.613 3.00 0.00 0.00 0 0.00 ' 7.48 0.00840 .003541 0.03 1.450 0.00 4334.20 1055.96 1.859 1057.818 25.0 5.43 0.458 1058.276 0.00 1.613 3.00 0.00 0.00 0 0.00 , 5.96 0.00840 _ .003999 0.02 1.450 0.00 L INSEE:'R.B.F. 8 ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "C"- PARCEL MAP 28530 TEMECULA REGIONAL MALL- USING CIPP FILE:1135CC OFILE:1135C0 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH +LEM SO SF AVE HF NORM DEPTH +++...........+.....................++..........++..+...+..+......+...++++++++++++++++++++++....+ 140.16 1056.01 1.786 1057.795 25.0 5.70 0.504 1058.299 0.00 1.613 HYDRAULIC JUMP 40.16 1056.01 1.450 1057.459 25.0 7.39 0.847 1058.306 0.00 1.613 10.38 0.00840 34.69 0.00839 .004079 0.14 .008401 0.09 1.450 150.54 1056.10 1.450 1057.547 25.0 7.39 0.847 1058.394 0.00 1.613 1.450 0.00 3.00 0.00 0.00 45.73 0.00840 2.483 1059.093 15.0 1.51 .007986 0.37 0.00 0.759 96.27 1056.48 1.494 1057.975 25.0 7.11 0.784 1058.759 0.00 1.613 ' 11.12 0.00840 2.462 1059.092 15.0 1.52 .007120 0.08 0.00 0.759 4407.39 1056.58 1.551 1058.126 25.0 6.78 0.713 1058.839 0.00 1.613 ' 1.83 0.00840 9.39 4.00 0.01 0 0.00 0.565 0.00 .006270 9.39 4.00 0.00 09.22 1056.59 1.613 1058.203 25.0 6.45 0.647 1058.850 0.00 1.613 IL ENTRANCE 109.22 1056.59 2.363 1058.953 25.0 2.64 0.109 1059.062 - 0.00 1.067 15.0 4.77 0.354 1059.957 0.00 1.396 34.69 0.00839 .004079 0.14 0 0.00 1.450 JUNCT STR 0.01000 O C e> r- _9 3.00 .000422 0.00 0 0.00 1.450 0.00 3.00 0.00 0.00 11.22 1056.61 2.483 1059.093 15.0 1.51 0.035 1059.128 0.00 0.759 2.00 0.01000 0 0.00 1.450 .000154 0.00 113.22 1056.63 2.462 1059.092 15.0 1.52 0.036 1059.128 0.00 0.759 IL EXIT 4413.22 1056.63 2.463 1059.093 15.0 4.77 0.354 1059.447 0.00 1.396 '116.00 0.00839 .004354 0.51 29.22 1057.60 2.000 1059.603 15.0 4.77 0.354 1059.957 0.00 1.396 34.69 0.00839 .004079 0.14 0 0.00 1.450 0.00 PAGE 3 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 2.00 0.00 0.00 0 0.00 1.260 0.00 3.00 0.00 0.00 0 0.00 0.00 3.00 0.00 0.00 0 0.00 1.450 0.00 3.00 0.00 0.00 0 0.00 1.450 0.00 3.00 0.00 0.00 0 0.00 1.450 0.00 3.00 0.00 0.00 0 0.00 1.450 0.00 3.00 0.00 0.00 0 0.00 0.00 9.39 4.00 0.00 0 0.00 0.00 9.39 4.00 0.00 0 0.00 0.565 0.00 9.39 4.00 0.00 0 0.00 0.00 2.00 0.00 0.00 0 0.00 1.260 0.00 2.00 0.00 0.00 0 0.00 1.260 0.00 L'ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P NATER SURFACE PROFILE LISTING ' STORM -DRAIN LINE "C"- PARCEL MAP 28530 TEMECULA REGIONAL MALL- USING CIPP FILE:1135CC OFILE:1135CO TION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH SELEM SO SF AVE HF NORM DEPTH 63.91 1057.89 1.814 1059.708 15.67 0.00839 1.260 79.58 1058.03 1.706 1059.731 11.07 0.00839 0.428 1060.159 1590.65 1058.12 1.618 1059.736 .004308 0.05 6.15 0.00839 0.471 1060.207 598.80 1058.19 1.540 1059.726 HFAULIC JUMP 4598.80. 1058.19 1.260 1059.446 ' 29.73 0.00839 .006712 0.02 28.53 1058.44 1.260 1059.696 56.85 0.00839 1.260 85.38 1058.91 1.281 1060.194 18.15 0.00839 0.00 0.00 703.53 1059.07 1.336 1060.401 0.00 2.95 0.00839 0.00 0.00 706.48 1059.09 1.396 1060.486 0.00 ,LL ENTRANCE 2.00 O <�-� G -lo 4706.48 1059.09 2.329 1061.419 0.00 2.00 0.00 0.00 0 0.00 0.00 15.0 5.01 0.389 1060.097 0.00 1.396 1.260 .003979 0.06 15.0 5.25 0.428 1060.159 0.00 1.396 1.260 .004308 0.05 15.0 5.51 0.471 1060.207 0.00 1.396 1.260 .004743 0.04 15.0 5.78 0.518 1060.244 0.00 1.396 15.0 7.19 0.804 1060.250 0.00 1.396 1.260 .008413 0.25 15.0 7.19 0.804 1060.500 0.00 1.396 1.260 .008204 0.47 15.0 7.05 0.772 1060.966 0.00 1.396 1.260 .007550 0.14 15.0 6.72 0.702 1061.103 0.00 1.396 .006712 0.02 15.0 6.40 0.637 1061.123 0.00 1.396 15.0 1.61 0.040 1061.459 0.00 0.759 PAGE 4 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 2.00 0.00 0.00 0 0.00 1.260 0.00 2.00 0.00 0.00 0 0.00 1.260 0.00 2.00 0.00 0.00 0 0.00 1.260 0.00 2.00 0.00 0.00 0 0.00 0.00 2.00 0.00 0.00 0 0.00 1.260 0.00 2.00 0.00 0.00 0 0.00 1.260 0.00 2.00 0.00 0.00 0 0.00 1.260 0.00 2.00 0.00 0.00 0 0.00 1.260 0.00 2.00 0.00 0.00 0 0.00 0.00 3.91 4.00 0.00 0 0.00 F 0 5 1 5 P ' WATER SURFACE PROFILE --TITLE CARD LISTING HEADING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL C-1"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL �DING LINE NO 3 IS - FILE:1135C1 OFI LE:1135C10 I 1 I 1 1 PAGE NO 3 D1: 10/17/1997 TIME: 17: 3 t F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING 1 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 D SECT CHN NO OF AVE PIER HEIGHT 1 RASE E NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 4 4.00 9 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 4.00 1 1 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 F 0 5 1 5 P ' WATER SURFACE PROFILE - ELEMENT CARD LISTING L � ELEMENT NO 1 IS A SYS OUTLET ' U/S DATA STATION INVERT SECT 1000.00 1053.75 1 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N 1096.00 1058.00 1 0.010 W S ELEV 1056.42 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 �EMENT NO 3 IS A SYSTEM HEADWORKS R-o� ORAtI� C.�T��ct`j U/S DATA STATION INVERT SECT W S ELEV 1096.00 1058.00 1 0.00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING *tARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 I .1 IENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-111- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135C1 OFILE:1135CL0 'ATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR 000.00 1053.75 2.670 1056.420 0.9 1.15 0.020 1056.440 0.00 0.398 1.00 0.00 0.00 0 0.00 38.05 0.04427 .000373 0.01 0.200 0.00 ' 038.05 1055.43 1.000 1056.434 0.9 1.15 0.020 1056.454 0.00 0.398 1.00 0.00 0.00 0 0.00 2.04 0.04427 .000348 0.00 0.200 0.00 1040.09 1055.53 0.907 1056.432 0.9 1.20 0.022 1056.454 0.00 0.398 1.00 0.00 0.00 0 0.00 1.18 0.04427 .000342 0.00 0.200 0.00 041.27 1055.58 0.853 1056.430 0.9 1.26 0.025 1056.455 0.00 0.398 1.00 0.00 0.00 0 0.00 0.95 0.04427 .000370 0.00 0.200 0.00 1042.22 1055.62 0.809 1056.428 0.9 1.32 0.027 1056.455 0.00 0.398 1.00 0.00 0.00 0 0.00 ' 0.82 0.04427 0.00 0.200 0.00 .000407 043.04 1055.66 0.770 1056.426 0.9 1.39 0.030 1056.456 0.00 0.398 1.00 0.00 0.00 0 0.00 0.73 0.04427 .000452 0.00 0.200 0.00 ,043.77 1055.69 0.735 1056.423 0.9 1.45 0.033 1056.456 0.00 0.398 1.00 0.00 0.00 0 0.00 0.66 0.04427 .000505 0.00 0.200 0.00 044.43 1055.72 0.703 1056.420 0.9 1.53 0.036 1056.456 0.00 0.398 1.00 0.00 0.00 0 0.00 0.03 0.04427 .000566 0.00 0.200 0.00 044.46 1055.72 0.673 1056.392 0.9 1.60 0.040 1056.432 0.00 0.398 1.00 0.00 0.00 0 0.00 f'RAULIC JUMP 0.00 1044.46 1055.72 0.205 1055.924 0.9 7.76 0.935 1056.859 0.00 0.398 1.00 0.00 0.00 0 0.00 ' 7.39 0.04427 .043644 0.32 0.200 0.00 1051.85 1056.05 0.206 1056.251 0.9 7.69 0.919 1057.170 0.00 0.398 1.00 0.00 0.00 0 0.00 17.96 0.04427 _ .040102 0.72 0.200 0.00 L NSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-1"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135C1 OFCLE:1135C10 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL MGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 'ILEM SO SF AVE HF NORM DEPTH ZR x xxrrrrrxrrxxxxrrxxxxxxxxxxxxxrxrrrrxrrrrrrxrxrxxxxxxrrrxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxrrrrrxrrrxxrrrrrrrrrrrxrrrrrrrrrrrrxrr rrr 69.81 1056.84 0.214 1057.055 0.9 7.32 0.831 1057.886 0.00 0.398 1.00 0.00 0.00 0 0.00 7.46 0.04427 .035097 0.26 0.200 0.00 77.27 1057.17 0.221 1057.392 0.9 6.98 0.756 1058.148 0.00 0.398 1.00 0.00 0.00 0 0.00 4.51 0.04427 - .030638 0.14 0.200 0.00 181.78 1057.37 0.228 1057.598 0.9 6.67 0.690 1058.288 0.00 0.398 1.00 0.00 0.00 0 0.00 3.10 0.04427 .026768 0.08 0.200 0.00 84.88 1057.51 0.236 1057.744 0.9 6.34 0.624 1058.368 0.00 0.398 1.00 0.00 0.00 0 0.00 2.33 0.04427 .023409 0.05 0.200 0.00 1087.21 1057.61 0.244 1057.855 0.9 6.04 0.567 1058.422 0.00 0.398 1.00 0.00 0.00 0 0.00 ' 1.79 0.04427 0.04 0.200 0.00 .020486 89.00 1057.69 0.253 1057.943 0.9 5.77 0.517 1058.460 0.00 0.398 1.00 0.00 0.00 0 0.00 1.47 0.04427 .017918 0.03 0.200 0.00 90.47 1057.76 0.261 1058.016 0.9 5.49 0.468 1058.484 0.00 0.398 1.00 0.00 0.00 0 0.00 1.17 0.04427 .015657 0.02 0.200 0.00 91.64 1057.81 0.270 1058.077 0.9 5.23 0.425 1058.502 0.00 0.398 1.00 0.00 0.00 0 0.00 0.94 0.04427 .013709 0.01 0.200 0.00 92.58 1057.85 0.280 1058.129 0.9 5.00 0.388 1058.517 0.00 0.398 1.00 0.00 0.00 0 0.00 ' 0.78 0.04427 .012011 0.01 0.200 0.00 1093.36 1057.88 0.290 1058.173 0.9 4.76 0.352 1058.525 0.00 0.398 1.00 0.00 0.00 0 0.00 ' 0.65 0.04427 .010516 0.01 0.200 0.00 1094.01 1057.91 0.300 1058.212 0.9 4.55 0.321 1058.533 0.00 0.398 1.00 0.00 0.00 0 0.00 0.54 0.04427 .009199 0.00 0.200 0.00 �ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL C-1"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FTLE:1135C1 OFILE:1135C10 PAGE 3 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR 094.55 1057.94 0.310 1058.246 0.9 4.33 0.291 1058.537 0.00 0.398 1.00 0.00 0.00 0 0.00 0.43 0.04427 .008051 0.00 0.200 0.00 ' 094.98 1057.95 0.321 1058.276 0.9 4.13 0.265 1058.541 0.00 0.398 1.00 0.00 0.00 0 0.00 0.35 0.04427 .007050 0.00 0.200 0.00 ' 095.33 1057.97 0.332 1058.302 0.9 3.93 0.240 1058.542 0.00 0.398 1.00 0.00 0.00 0 0.00 0.26 0.04427 .006176 0.00 0.200 0.00 095.59 1057.98 0.344 1058.326 0.9 3.75 0.218 1058.544 0.00 0.398 1.00 0.00 0.00 0 0.00 0.17 0.04427 .005418 0.00 0.200 0.00 1095.76 1057.99 0.357 1058.346 0.9 3.57 0.198 1058.544 0.00 0.398 1.00 0.00 0.00 0 0.00 t0.16 0.04427 0.00 0.200 0.00 .004750 095.92 1058.00 0.369 1058.365 0.9 3.41 0.180 1058.545 0.00 0.398 1.00 0.00 0.00 0 0.00 0.06 0.04427 .004164 0.00 0.200 0.00 ' 095.98 1058.00 0.383 1058.382 0.9 3.25 0.164 1058.546 0.00 0.398 1.00 0.00 0.00 0 0.00 0.02 0.04427 .003641 0.00 0.200 0.00 ' 096.00 1058.00 0.398 1058.398 0.9 3.09 0.149 1058.547 0.00 0.398 1.00 0.00 0.00 0 0.00 1 . 1 F 0 5 1 5 P ' WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL C-2"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL DING LINE NO 3 IS - ' FI LE:7135C2 OF[LE:1135L20 1 IF IL PAGE NO 3 DIE: 10/17/1997 TIME: 17: 5 ' F0515P NATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 13 3 1 1.00 SECT CHN NO OF AVE PIER HEIGHT 1 BASE 0.00 �RD E NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 0.00 0.00 2 4 1.25 ' 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 ' 12 4 6.00 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 1 11 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 1 1 11 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 N S ELEV 1000.00 1053.60 3 1056.64 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 1030.00 1057.50 3 0.010 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 11 1 .1 NO 3 IS A WALL ENTRANCE �MENT U/S DATA STATION INVERT SECT FP 1030.00 1057.50 14 0.500 MENT NO 4 IS A SYSTEM HEADWORKS C.G. C--L- U/S DATA STATION INVERT SECT W S ELEV 1030.00 1057.50 14 0.00 NtDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING * ARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 11 1 .1 ICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL C-211- PARCEL MAP 28530 -- TEMECULA REGIONAL MALL FILE:1135C2 OFILE:1135C20 ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL t ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH �ELEM SO '1000.00 1053.60 3.040 1056.640 5.01 0.13000 005.01 1054.25 2.424 1056.676 HYDRAULIC JUMP '1005.01 1054.25 0.538 1054.790 ,2.22 0.13000 1007.23 1054.54 0.547 1055.087 3.56 0.13000 1010.79 1055.00 0.566 1055.569 ' 2.99 0.13000 '1013.78 1055.39 0.587 1055.978 2.54 0.13000 016.32 1055.72 0.608 1056.330 2.18 0.13000 018.50 1056.01 0.630 1056.635 1.87 0.13000 020.37 1056.25 0.654 1056.902 ' 1.62 0.13000 1021.99 1056.46 0.678 1057.137 ' 1.41 0.13000 1023.40 1056.64 0.703 1057.345 1.21 0.13000 SF AVE HF NORM DEPTH 8.7 4.92 0.376 1057.016 0.00 1.142 .004059 0.02 0.430 8.7 4.92 0.376 1057.052 0.00 1.142 8.7 15.29 3.630 1058.420 0.00 1.142 0.00 .051979 0.12 1.50 0.00 8.7 14.92 3.458 1058.545 0.00 1.142 .047113 0.17 0.00 0 8.7 14.22 3.138 1058.707 0.00 1.142 1.50 0.00 .041319 0.12 0.00 8.7 13.55 2.852 1058.830 0.00 1.142 0.00 0 .036263 0.09 0.00 8.7 12.93 2.595 1058.925 0.00 1.142 0.00 .031821 0.07 8.7 12.32 2.358 1058.993 0.00 1.142 0.00 .027954 0.05 1.50 0.00 8.7 11.76 2.146 1059.048 0.00 1.142 .024571 0.04 0.00 0 8.7 11.21 1.952 1059.089 0.00 1.142 1.50 0.00 .021593 0.03 0.00 8.7 10.69 1.774 1059.119 0.00 1.142 0.00 0 .018995 0.02 0.00 0.430 0.430 0.430 0.430 0.430 0.430 0.430 0.430 0.430 PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 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 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 LNSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-2"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135C2 OFILE:1135C20 TION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER LEM SO SF AVE HF NORM DEPTH ZR +++++++++++x+xx++xx++xxxx++x++++xxxxxxx+x+++x++++++xxx+x++xxxxxxxxxx++xx++x+x+++xxxx++++xx+x++++++++++++++++++++++++++++++++++++ 24.61 1056.80 0.730 1057.529 8.7 10.19 1.612 1059.141 0.00 1.142 1.50 0.00 0.00 0 0.00 1.05 0.13000 .016717 0.02 0.430 0.00 25.66 1056.94 0.757 1057.693 8.7 9.71 1.464 1059.157 0.00 1.142 1.50 '0.00 0.00 0 0.00 0.90 0.13000 .014725 0.01 0.430 0.00 1026.56 0.787 1057.839 8.7 9.27 1.333 1059.172 0.00 1.142 1.50 0.00 0.00 0 0.00 1057.05 0.78 0.13000 .012984 0.01 0.430 0.00 027.34 1057.15 0.817 1057.971 8.7 8.83 1.211 1059.182 0.00 1.142 1.50 0.00 0.00 0 0.00 t0.65 0.13000 .011457 0.01 0.430 0.00 1027.99 1057.24 0.850 1058.088 8.7 8.42 1.101 1059.189 0.00 1.142 1.50 0.00 0.00 0 0.00 ' 0.55 0.13000 0.01 0.430 0.00 .010125 28.54 1057.31 0.884 1058.194 8.7 8.03 1.000 1059.194 0.00 1.142 1.50 0.00 0.00 0 0.00 0.45 0.13000 .008956 0.00 0.430 0.00 111 28.99 1057.37 0.920 1058.289 8.7 7.65 0.909 1059.198 0.00 1.142 1.50 0.00 0.00 0 0.00 0.37 0.13000 .007932 0.00 0.430 0.00 ,029.36 1057.42 0.958 1058.375 8.7 7.30 0.827 1059.202 0.00 1.142 1.50 0.00 0.00 0 0.00 0.28 0.13000 .007038 0.00 0.430 0.00 029.64 1057.45 0.999 1058.452 8.7 6.96 0.752 1059.204 0.00 1.142 1.50 0.00 0.00 0 0.00 ' 0.20 0.13000 .006259 0.00 0.430 0.00 1029.84 1057.48 1.042 1058.521 8.7 6.64 0.684 1059.205 0.00 1.142 1.50 0.00 0.00 0 0.00 ' 0.12 0.13000 .005580 0.00 0.430 0.00 029.96 1057.49 1.089 1058.584 8.7 6.33 0.622 1059.206 0.00 1.142 1.50 0.00 0.00 0 0.00 0.04 0.13000 .004991 0.00 0.430 0.00 1 1 L NSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-211- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135C2 OFILE:1135C20 TION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER LEM SO SF AVE HF NORM DEPTH ZR x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 30.00 1057.50 1.142 1058.642 8.7 6.02 0.564 1059.206 0.00 1.142 1.50 0.00 0.00 0 0.00 LL ENTRANCE 0.00 30.00 1057.50 2.056 1059.556 8.7 1.06` 0.017 1059.573 0.00 0.528 4.00 4.00 0.00 0 0.00 lJC 1 1 1 1 F 0 5 1 5 P 1 1 1 1 1 1 PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING f�DING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL C-3"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL ID[NG LINE NO 3 IS - FI LE :1135C3 OFILE:1135C3D 1 1 1 1 1 1 PAGE NO 3 ITE: 10/17/1997 TIME: 17: 6 FCHANNEL WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 1 CARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE r NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 'D D 3 4 1.50 CO 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 1 ' F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING NEMENT 5 u`r x G`1 NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1054.11 3 1056.96 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1030.00 1057.50 3 0.010 0.00 0.00 0.00 0 NO 3 IS A WALL ENTRANCE �EMENT U/S DATA STATION INVERT SECT FP 1030.00 1057.50 14 0.500 ,EMENT NO 4 IS A SYSTEM HEADWORKS 'F-'.>Dr� U/S DATA STATION INVERT SECT W S ELEV 1030.00 1057.50 14 0.00 N EDIT ERRORS ENCOUNTERED- COMPUTAT ION IS NOW BEGINNING " *§WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC I�ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P NATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-3"- PARCEL MAP -28530 TEMECULA REGIONAL MALL FILE:1135C3 0FILE:1135C30 'ATION INVERT DEPTH W. S. 0 VEL VEL ENERGY SUPER CRI T I CA ' 0.13 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH ELEM SO 1055.62 0.342 1055.965 3.5 SF AVE HF 2.058 1058.023 +xxxxxx rt++++++wrtxxxxxxxxxxxxx+++++++++++++++rtrtrt++rtrt++rtrtrtxxxxrtxxxx+wxx+wx++++++++++++ 0.714 4S l.lrsc 1iG" 2.64 0.11300 000.00 54.11 2.850 1056.960 3.5 1.98 0.061 1057.021 0.00 0.714 12.02 0.11300 10.97 1.869 1058.144 .000650 0.01 2.19 0.11300 012.02 1055.47 1.500 1056.968 3.5 1.98 0.061 1057.029 0.00 0.714 1.18 0.11300 1056.535 - 10.45 .000608 0.00 0.00 0.714 013.20 1055.60 1.360 1056.961 3.5 2.08 0.067 1057.028 0.00 0.714 1020.05 1056.37 0.379 1056.754 3.5 9.97 1.544 1058.298 0.06 0 .11300 ' 1.55 0.11300 .000574 0.00 .031318 013.26 1055.61 1.360 1056.967 3.5 2.08 0.067 1057.034 0.00 0.714 IRAULIC JUMP 1013.26 1055.61 0.342 1055.949 3.5 11.55 2.072 1058.021 0.00 0.714 ' 0.13 0.11300 .050226 0.01 13.39 1055.62 0.342 1055.965 3.5 11.51 2.058 1058.023 0.00 0.714 2.64 0.11300 .046792 0.12 016.03 1055.92 0.354 1056.275 3.5 10.97 1.869 1058.144 0.00 0.714 2.19 0.11300 .040921 0.09 018.22 1056.17 0.366 1056.535 3.5 10.45 1.695 1058.230 0.00 0.714 1.83 0.11300 .035793 0.07 1020.05 1056.37 0.379 1056.754 3.5 9.97 1.544 1058.298 0.00 0.714 ' 1.55 0.11300 .031318 0.05 1021.60 1056.55 0.392 1056.943 3.5 9.51 1.405 1058.348 0.00 0.714 1.33 0.11300 .027405 0.04 1022.93 1056.70 0.406 1057.107 3.5 9.07 1.277 1058.384 0.00 0.714 1.14 0.11300 .023987 0.03 PAGE 1 L HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR ++rtrt+++++++rtrtrt++rtrtrtwxwxxwwxxw+++++rtrtrtrtrtrtrt 1.50 0.00 0.00 0 0.00 0.280 0.00 1.50 0.00 0.00 0 0.00 0.280 0.00 1.50 0.00 0.00 0 0.00 0.280 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.280 0.00 1.50 0.00 0.00 0 0.00 0.280 0.00 1.50 0.00 0.00 0 0.00 0.280 0.00 1.50 0.00 0.00 0 0.00 0.280 0.00 1.50 0.00 0.00 0 0.00 0.280 0.00 1.50 0.00 0.00 0 0.00 0.280 0.00 1.50 0.00 0.00 0 0.00 0.280 0.00 ' CENSEE; R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-3"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135C3 OFILE:1135C30 �TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER /ELEM SO SF AVE HF NORM DEPTH ZR 1024.07 1056.83 0.420 1057.250 3.5 8.64 1.160 1058.410 0.00 0.714 1.50 0.00 0.00 0 0.00 1.00 0.11300 .020979 0.02 0.280 0.00 ,1025.07 1056.94 0.434 1057.377 3.5 8.24 1.053 1058.430 0.00 0.714 1.50 0.00 0.00 0 0.00 0.85 0.11300 .018350 0.02 0.280 0.00 1025.92 1057.04 0.449 1057.488 3.5 7.85 0.956 1058.444 0.00 0.714 1.50 0.00 0.00 0 0.00 0.73 0.11300 .016066 0.01 0.280 0.00 1026.65 1057.12 0.465 1057.587 3.5 7.49 0.872 1058.459 0.00 0.714 1.50 0.00 0.00 0 0.00 ' 0.64 0.11300 .014069 0.01 0.280 0.00 1027.29 1057.19 0.481 1057.675 3.5 7.14 0.792 1058.467 0.00 0.714 1.50 0.00 0.00 0 0.00 ' 0.55 0.11300 .012319 0.01 0.280 0.00 1027.84 1057.26 0.498 1057.754 3.5 6.81 0.720 1058.474 0.00 0.714 1.50 0.00 0.00 0 0.00 0.46 0.11300 .010796 0.00 0.280 0.00 1028.30 1057.31 0.516 1057.824 3.5 6.49 0.655 1058.479 0.00 0.714 1.50 0.00 0.00 0 0.00 0.39 0.11300 .009468 0.00 0.280 0.00 '1028.69 1057.35 0.535 1057.887 3.5 6.18 0.594 1058.481 0.00 0.714 1.50 0.00 0.00 0 0.00 0.34 0.11300 .008303 0.00 0.280 0.00 11029.03 1057.39 0.554 1057.944 3.5 5.90 0.541 1058.485 0.00 0.714 1.50 0.00 0.00 0 . 0.00 0.27 0.11300 .007281 0.00 0.280 0.00 1029.30 1057.42 0.574 1057.995 3.5 5.63 0.492 1058.487 0.00 0.714 1.50 0.00 0.00 0 0.00 0.23 0.11300 .006384 0.00 0.280 0.00 1029.53 1057.45 0.594 1058.041 3.5 5.36 0.446 1058.487 0.00 0.714 1.50 0.00 0.00 0 0.00 ' 0.18 0.11300 .005601 0.00 0.280 0.00 IENSEE: R.B.F.'& ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-311- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135C3 OFILE:1135C30 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH 2R 029.71 1057.47 0.616 1058.083 3.5 5.12 0.407 1058.490 0.00 0.714 1.50 0.00 0.00 0 0.00 0.13 0.11300 .004920 0.00 0.280 0.00 ' 029.84 1057.48 0.639 1058.120 3.5 4.87 0.369 1058.489 0.00 0.714 1.50 0.00 0.00 0 0.00 0.09 0.11300 - .004321 0.00 0.280 0.00 ' 029.93 1057.49 0.662 1058.154 3.5 4.65 0.335 1058.489 0.00 0.714 1.50 0.00 0.00 0 0.00 0.05 0.11300 .003797 0.00 0.280 0.00 029.98 1057.50 0.687 1058.185 3.5 4.43 0.305 1058.490 0.00 0.714 1.50 0.00 0.00 0 0.00 ' 0.02 0.11300 .003332 0.00 0.280 0.00 1030.00 1057.50 0.714 1058.214 3.5 4.22 0.276 1058.490 0.00 0.714 1.50 0.00 0.00 0 0.00 'LL ENTRANCE O�•J GJt.�iJ�c3�b� 0.00 30.00 1057.50 1.101 1058.601 3.5 0.79 0.010 1058.611 0.00 0.288 4.00 4.00 0.00 0 0.00 1 1 - I F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING DING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL C-41-- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL HEADING LINE NO 3 IS - FILE:1135C4 OFILE:1135C40 1 I 1 ,TE: 10/17/1997 TIME: 17: 7 ' F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING 1 1] I 11 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 ARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ODE NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 7.50 CD 4 4 2.00 5 4 2.50 fD 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 4.00 1 1] I 11 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING 1EMENT NO 1 IS A SYSTEM OUTLET �� U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1054.58 3 1057.18 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1030.00 1057.50 3 0.010 0.00 0.00 0.00 0 NO 3 IS A WALL ENTRANCE �EMENT U/S DATA STATION INVERT SECT FP 1030.00 1057.50 14 0.500 'EMENT NO 4 IS A SYSTEM HEADWORKS c ?.�, C-- 4 U/S DATA STATION INVERT SECT W S ELEV 1030.00 1057.50 14 0.00 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 IENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-4"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135C4 OFILE:1135C40 'ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR xxx xxxxxxx+++xxxxxxxxxxx xx+++++xx+x++xx++++++++xxx+xx+xxxxxxxxxxxxxxxxxxxxxxxxx+xx+x+xxxxxx+++xxx+x+++++x++x++x+xx++xxxxxxxx I�GQ 000. 1054.58 2.600 1057.180 2.4 1.36 0.029 1057.209 0.00 0.586 1.50 0.00 0.00 0 0.00 11.34 0.09733 .000305 0.00 0.240 0.00 ' 011.34 1055.68 1.500 1057.184 2.4 1.36 0.029 1057.213 0.00 0.586 1.50_ 0.00 0.00 0 0.00 1.40 0.09733 .000286 0.00 0.240 0.00 ' 012.74 1055.82 1.360 1057.180 2.4 1.42 0.032 1057.212 0.00 0.586 1.50 0.00 0.00 0 0.00 0.79 0.09733 .000280 0.00 0.240 0.00 013.53 1055.90 1.280 1057.177 2.4 1.49 0.035 1057.212 0.00 0.586 1.50 0.00 0.00 0 0.00 0.66 0.09733 .000302 0.00 0.240 0.00 1014.19 1055.96 1.213 1057.174 2.4 1.57 0.038 1057.212 0.00 0.586 1.50 0.00 0.00 0 0.00 ' 0.55 0.09733 .000333 0.00 0.240 0.00 014.74 1056.02 1.155 1057.170 2.4 1.64 0.042 1057.212 0.00 0.586 1.50 0.00 0.00 0 0.00 0.51 0.09733 .000370 0.00 0.240 0.00 ' 015.25 1056.06 1.102 1057.166 2.4 1.72 0.046 1057.212 0.00 0.586 1.50 0.00 0.00 0 0.00 0.31 0.09733 .000412 0.00 0.240 0.00 015.56 1056.09 1.054 1057.148 2.4 1.81 0.051 1057.199 0.00 0.586 1.50 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 015.56 1056.09 0.285 1056.379 2.4 10.26 1.633 1058.012 0.00 0.586 1.50 0.00 0.00 0 0.00 1.10 0.09733 .046252 0.05 0.240 0.00 1016.66 1056.20 0.295 1056.496 2.4 9.76 1.478 1057.974 0.00 0.586 1.50 0.00 0.00 0 0.00 ' 2.18 0.09733 .040196 0.09 0.240 0.00 1018.84 1056.41 0.305 1056.718 2.4 9.30 1.344 1058.062 0.00 0.586 1.50 0.00 0.00 0 0.00 1.80 0.09733 .035113 0.06 0.240 0.00 tENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE TEMECULA REGIONAL "LATERAL MALL C-411- PARCEL -MAP 28530 FILE:1135C4 OFILE:1135C4O tATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR 1056.59 0.315 1056.904 2.4 8.86 1.218 1058.122 0.00 0.586 1.50 0.00 0.00 0 0.00 ,1020.64 1.50 0.09733 .030683 0.05 0.240 0.00 022.14 1056.73 0.326 1057.061 2.4 8.45 1.109 1058.170 0.00 0.586 1.50 0.00 0.00 0 0.00 1.27 0.09733 .026824 0.03 0.240 0.00 ,1023.41 1056.86 0.337 1057.196 2.4 8.05 1.007 1058.203 0.00 0.586 1.50 0.00 0.00 0 0.00 1.08 0.09733 .023457 0.03 0.240 0.00 024.49 1056.96 0.349 1057.313 2.4 7.69 0.919 1058.232 0.00 0.586 1.50 0.00 0.00 0 0.00 ' 0.93 0.09733 .020521 0.02 0.240 0.00 1025.42 1057.06 0.361 1057.416 2.4 7.34 0.836 1058.252 0.00 0.586 1.50 0.00 0.00 0 0.00 ' 0.81 0.09733 .017938 0.01 0.240 0.00 026.23 1057.13 0.373 1057.506 2.4 7.00 0.760 1058.266 0.00 0.586 1.50 0.00 0.00 0 0.00 0.68 0.09733 .015684 0.01 0.240 0.00 026.91 1057.20 0.386 1057.586 2.4 6.67 0.690 1058.276 0.00 0.586 1.50 0.00 0.00 0 0.00 0.60 0.09733 .013718 0.01 0.240 0.00 027.51 1057.26 0.399 1057.656 2.4 6.35 0.626 1058.282 0.00 0.586 1.50 0.00 0.00 0 0.00 0.50 0.09733 .011999 0.01 0.240 0.00 028.01 1057.31 0.413 1057.719 2.4 6.06 0.570 1058.289 0.00 0.586 1.50 0.00 0.00 0 0.00 ' 0.44 0.09733 .010498 0.00 0.240 0.00 1028.45 1057.35 0.427 1057.776 2.4 5.77 0.517 1058.293 0.00 0.586 1.50 0.00 0.00 0 0.00 ' 0.36 0.09733 .009186 0.00 0.240 0.00 1028.81 1057.38 0.442 1057.826 2.4 5.50 0.471 1058.297 0.00 0.586 1.50 0.00 0.00 0 0.00 ' 0.30 0.09733 .008046 0.00 0.240 0.00 L INSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 NATER SURFACE PROFILE LISTING -- STORM DRAIN LINE "LATERAL C-4"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135C4 OFILE:1135C40 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER LEM SO SF AVE HF NORM DEPTH ZR + +++ww++w++++++++++++xxxwxwxw+wwwxxxwwwxxwwwwww+++w+++w+w+++wwwww+w+wwwwwwwwwww+++++++++++++++++++++++++++++++++++++++++++++++++ 29.11 1057.41 0.458 1057.871 2.4 5.25 0.428 1058.299 0.00 0.586 1.50 0.00 0.00 0 0.00 0.25 0.09733 .007047 0.00 0.240 0.00 29.36 1057.44 0.474 1057.912 2.4 5.01 0.390 1058.302 0.00 0.586 1.50 0.00 0.00 0 0.00 0.22 0.09733 .006169 0.00 0.240 0.00 `29.58 1057.46 0.490 1057.949 2.4 4.77 0.354 1058.303 0.00 0.586 1.50 0.00 0.00 0 0.00 0.15 0.09733 .005403 0.00 0.240 0.00 29.73 1057.47 0.508 1057.982 2.4 4.55 0.322 1058.304 0.00 0.586 1.50 0.00 0.00 0 0.00 ' 0.12 0.09733 .004737 0.00 0.240 0.00 1029.85 1057.49 0.526 1058.012 2.4 4.34 0.292 1058.304 0.00 0.586 1.50 0.00 0.00 0 0.00 t0.08 0.09733 .004152 0.00 0.240 0.00 29.93 1057.49 0.545 1058.039 2.4 4.14 0.266 1058.305 0.00 0.586 1.50 0.00 0.00 0 0.00 0.06 0.09733 .003640 0.00 0.240 0.00 29.99 1057.50 0.564 1058.063 2.4 3.95 0.242 1058.305 0.00 0.586 1.50 0.00 0.00 0 0.00 0.01 0.09733 .003183 0.00 0.240 0.00 30.00 1 1057.50 0.586 1058.086 2.4 3.75 0.218 1058.304 0.00 0.586 1.50 0.00 0.00 0 0.00 WALL ENTRANCE (_` p). G_ 4 0.00 130.00 1057.50 0.892 1058.392 2.4 0.67 0.007 '1058.399 0.00 0.224 4.00 4.00 0.00 0 0.00 1 1 1 1 F 0 5 1 5 P 1 1 I 1 1 1 1 I 1 1 1 1 1 1 PAGE NO 3 NATER SURFACE PROFILE - TITLE CARD LISTING DING LINE NO 1 IS - 1 STORM DRAIN LINE "LATERAL C-5"- PARCEL MAP 28530 HEADING LINE NO 2 IS - 1 TEMECULA REGIONAL MALL f�DING LINE NO 3 IS - FILE:1135C5 OFILE:1135C5a 1 1 I 1 1 1 1 I 1 1 1 1 1 1 PAGE NO 3 ISE: 10%17/1997 TIME: 17: 8 F0515P - WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING EL 13 3 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE B"E NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 4.00 2 4 1.25 it 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CO 11 4 5.50 ff12 4 6.00 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP I 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 SCD 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 I ' CENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-5"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135C5 OFILE:1135C5W ,TATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER /ELEM 50 SF AVE HF NORM DEPTH ZR ++++++++xxxxxxrrrr+xxxrrrr++xxxxxxxxxxrrrr+xxxxxxxrxrrrrr+rxrxxxxrrr+rr+x+xxxxrr+rr+x++xxxxrx+r++++x++++++rrr++++++rr+r++x+++++++ 11086.89 1059.22 0.281 1059.500 1.2 6.59 0.675 1060.175 0.00 0.462 1.00 0.00 0.00 0 0.00 1.81 0.04958 .020945 0.04 0.220 0.00 1088.70 1059.31 0.291 1059.599 1.2 6.32 0.619 1060.218 0.00 0.462 1.00 0.00 0.00 0 0.00 1.47 0.04958 .018336 0.03 0.220 0.00 1090.17 1059.38 0.301 1059.682 1.2 6.00 0.559 1060.241 0.00 0.462 1.00 0.00 0.00 0 0.00 1.20 0.04958 .016058 0.02 0.220 0.00 091.37 1059.44 0.312 1059.752 1.2 5.74 0.512 1060.264 0.00 0.462 1.00 0.00 0.00 0 0.00 0.99 0.04958 .014070 0.01 0.220 0.00 1092.36 1059.49 0.323 1059.813 1.2 5.45 0.462 1060.275 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 0.84 0.04958 .012320 0.01 0.220 0.00 1093.20 1059.53 0.334 1059.865 1.2 5.22 0.423 1060.288 0.00 0.462 1.00 0.00 0.00 0 0.00 0.68 0.04958 .010790 0.01 0.220 0.00 093.88 1059.57 0.346 1059.911 1.2 4.96 0.382 1060.293 0.00 0.462 1.00 0.00 0.00 0 0.00 0.56 0.04958 .009455 0.01 0.220 0.00 094.44 1059.59 0.358 1059.951 1.2 4.74 0.349 1060.300 0.00 0.462 1.00 0.00 0.00 0 0.00 0.46 0.04958 .008287 0.00 0.220 0.00 ' 094.90 1059.62 0.371 1059.986 1.2 4.51 0.316 1060.302 0.00 0.462 1.00 0.00 0.00 0 0.00 0.35 0.04958 .007274 0.00 0.220 0.00 095.25 1059.63 0.385 1060.018 1.2 4.30 0.287 1060.305 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 0.30 0.04958 .006380 0.00 0.220 0.00 1095.55 1059.65 0.398 1060.046 1.2 4.11 0.262 1060.308 0.00 0.462 1.00 0.00 0.00 0 0.00 0.20 0.04958 .005596 0.00 0.220 0.00 1 �ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 3 NATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL C-511- PARCEL MAP 28530 - TEMECULA REGIONAL MALL FILE:1135C5 OFILE:1135C50 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR www ww wwxwxxxxxwwwwwwxwxxxxwwwwwwwwwwwxxxxwwwwwwwwwwwwwwwxxxwwwwwwwwwwxxxxwwwwwwwwwwwwwwxxxwxwwwwwwwwwwxxwwwwwwwwwwwwwwxwwwwwwwwx 1095.75 1059.66 0.413 1060.071 1.2 3.91 0.237 1060.308 0.00 0.462 1.00 0.00 0.00 0 0.00 0.15 0.04958 .004915 0.00 0.220 0.00 095.90 1059.66 0.428 1060.093 1.2 3.73 0.216 1060.309 0.00 0.462 1.00 0.00 0.00 0 0.00 0.08 0.04958 .004318 0.00 0.220 0.00 095.98 1059.67 0.444 1060.113 1.2 3.56 0.197 1060.310 0.00 0.462 1.00 0.00 0.00 0 0.00 0.02 0.04958 .003784 0.00 0.220 0.00 2-ocg- Oe4zJk J LS�� awl 096.00 1059.67 0.462 1060.132 1.2 3.38 0.177 1060.309 0.00 0.462 1.00 0.00 0.00 0 0.00 1 1 1 ' F 0 5 1 5 P ' -' WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL C -b"- PARCEL MAP 28530 HEADING LINE NO 2 IS - TEMECULA REGIONAL MALL f�DING LINE NO 3 IS - FI LE:1135C6 OFI LE :1135[60 1 11 I PAGE NO 3 IE:10/17/1997 TIME: 17:11 ' F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING 1 11 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SECT CNN NO OF AVE PIER HEIGHT 1 BASE E fRD NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 3.90 4.00 1 15 3 0 0.00 3.73 4.00 1 11 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING LEMENT NO 1 IS A SYSTEM OUTLE&L\v U/S DATA STATION INVERT SECT 1000.00 1054.69 3 ELEMENT NO 2 IS A JUNCTION C( -J, L.i `�' C-�'1 * ' U/S DATA ATION INVERT SECT LAT -1 LAT -2 N 1062.00 1055.99 3 3 0 0.010 NO 3 IS A REACH �EMENT U/S DATA STATION INVERT SECT N 1266.16 1058.03 3 0.010 �EMENT NO 4 IS A WALL ENTRANCE �1 U/S DATA STATIO INVERT SECT FP 1266.16 1058.03 14 0.500 W S ELEV 1057.34 * x x 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 5.7 0.0 1055.99 0.00 30.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 �EMENT NO 5 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1266.16 1058.03 14 0.00 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 I IENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-6"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135C6 OFILE:1135C60 ,ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SO SF AVE HF NORM DEPTH ZR �ELEM rtrt rtrtrtrtrtxrtrtrt rtrtrtrtrtrtrtrtxxxxxxxrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtxrtxxxxrtrtxrtxrtrtrtrtxrtrtrtrtrtrtrtrtxxxxxxxrtxxrtrtxrtrtxrtrtxxrtrtxxxxxxxxxxrtxrtrtrtx xx rtxrtxxrtxxxxxxrt x �1 000.0 1054.69 2.650 1057.340 14.9 8.43 1.104 1058.444 0.00 1.403 1.50 0.00 0.00 0 0.00 CT STR 0.02097 Ct2 Up -q-. ( _G. ` .008223 0.51 0.00 ,062.00 1055.99 2.946 1058.936 9.2 5.21 0.421 1059.357 0.00 1.173 1.50 0.00 0.00 0 0.00 204.16 0.00999 - .004539 0.93 0.900 0.00 266.16 1058.03 1.833 1059.863 9.2 5.21 0.421 1060.284 0.00 1.173 1.50 0.00 0.00 0 0.00 0 L ENTRANCE C 05 C _ 0.00 266.16 1058.03 2.652 1060.682 9.2 0.87 0.012 1060.694 0.00 0.548 3.90 4.00 0.00 0 0.00 ' F 0 5 1 5 P NATER SURFACE PROFILE - TITLE CARD LISTING f�DING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL C-6.1"- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL DING LINE NO 3 IS - FILE:1135C6.1 OFILE:1135C6.10 1 1 [1 1 PAGE NO 3 IE: 10/17/1997 TIME: 17:17 ' F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 13 3 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE IDE NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 0.00 0.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP I 1 C 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 CD 14 3 0 0.00 4.14 7.00 0.00 0.00 0.00 I 1 C ' F 0 5 1 5 P PAGE NO 2 OLEMENT NATER SURFACE PROFILE - ELEMENT CARD LISTING NO i IS A SYSTEM OUTLET Ah- (�C'yC-. U/S DATA STATI INVERT SECT W S ELEV 1000.00 1055.99 3 1058.94 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1124-08 1059.66 3 0.010 0-00 0.00 0.00 0 EMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1124.08 1059.66 14 0.500 �EMENT NO 4 IS A SYSTEM HEADWORKS C -Pj, C - c -A U/S DATA STATION INVERT SECT W S ELEV 1124.08 1059-66 14 0-00 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 1 F] 1 1 L'ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL C-6.1"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FTLE:1135C6.1 OFILE:1135C6.10 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH VELEM SO SF AVE HF NORM DEPTH LpC. G - (o 000.00 10 . 9 2.950 1058.940 50.70 0.02958 150.70 1057.49 1.543 1059.032 HYDRAULIC JUMP ')50.70 1057.49 0.532 1058.021 3.65 0.02958 54.35 1057.60 0.532 1058.129 ' 20.34 0.02958 1074.69 1058.20 0.551 1058.750 ' 12.54 0.02958 1087.23 1058.57 0.571 1059.141 1 8.75 0.02958 95.98 1058.83 0.592 1059.421 6.58 0.02958 02.56 1059.02 0.613 1059.636 5.01 0.02958 07.57 1059.17 0.636 1059.808 ' 4.01 0.02958 1111.58 1059.29 0.659 1059.949 3.14 0.02958 1114.72 1059.38 0.684 1060.067 2.57 0.02958 PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 5.8 3.28 0.167 1059.107 0.00 0.930 1.50 0.00 0.00 0 0.00 .001804 0.09 0.510 0.00 5.8 3.28 0.167 1059.199 0.00 0.930 1.50 0.00 0.00 0 0.00 0.00 5.8 10.34 1.660 1059.681 0.00 0.930 1.50 0.00 0.00 0 0.00 .024738 0.09 0.510 0.00 5.8 10.32 1.654 1059.783 0.00 0.930 1.50 0.00 0.00 0 0.00 .023133 0.47 0.510 0.00 5.8 9.83 1.501 1060.251 0.00 0.930 1.50 0.00 0.00 0 0.00 .020287 0.25 0.510 0.00 5.8 9.37 1.363 1060.504 0.00 0.930 1.50 0.00 0.00 0 0.00 .017802 0.16 0.510 0.00 5.8 8.94 1.240 1060.661 0.00 0.930 1.50 0.00 0.00 0 0.00 .015621 0.10 0.510 0.00 5.8 8.52 1.126 1060.762 0.00 0.930 1.50 0.00 0.00 0 0.00 .013713 0.07 0.510 0.00 5.8 8.12 1.025 1060.833 0.00 0.930 1.50 0.00 0.00 0 0.00 .012046 0.05 0.510 0.00 5.8 7.74 0.931 1060.880 0.00 0.930 1.50 0.00 0.00 0 0.00 .010585 0.03 0.510 0.00 5.8 7.39 0.848 1060.915 0.00 0.930 1.50 0.00 0.00 0 0.00 .009307 0.02 0.510 0.00 �ENSCE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-6.1"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135C6.1 OFILE:1135C6.10 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR xx«xxxxx«xx«x«x««««««««««««««««xxxxxxxx««««««««««««««««««««xxxxxx«xx««««««««««««««xx«x«xxx«x«x««««««x«««««x«x«xxxxxxxxx««««xxxx« '1117.29 1059.46 0.709 106D.168 5.8 7.05 0.771 1060.939 0.00 0.930 1.50 0.00 0.00 0 0.00 2.01 0.02958 .008186 0.02 0.510 0.00 119.30 1059.52 0.736 1060.255 5.8 6.71 0.700 1060.955 0.00 0.930 1.50 0.00 0.00 0 0.00 1.60 0.02958 .007206 0.01 0.510 0.00 '1120.90 1059.57 0.764 1060.330 5.8 6.40 0.636 1060.966 0.00 0.930 1.50 0.00 0.00 0 0.00 1.20 0.02958 .006351 0.01 0.510 0.00 122.10 1059.60 0.794 1060.395 5.8 6.11 0.579 1060.974 0.00 0.930 1.50 0.00 0.00 0 0.00 ' 0.90 0.02958 .005601 0.01 0.510 0.00 1123.00 1059.63 0.825 1060.453 5.8 5.82 0.527 1060.980 0.00 0.930 1.50 0.00 0.00 0 0.00 ' 0.64 0.02958 .004942 0.00 - 0.510 0.00 11123.64 1059.65 0.857 1060.504 5.8 5.55 0.478 1060.982 0.00 0.930 1.50 0.00 0.00 0 0.00 0.34 0.02958 .004367 0.00 0.510 0.00 ' 123.98 1059.66 0.892 1060.549 5.8 5.29 0.435 1060.984 0.00 0.930 1.50 0.00 0.00 0 0.00 0.10 0.02958 .003860 0.00 0.510 0.00 ' 124.08 1059.66 0.930 1060.590 5.8 5.04 0.394 1060.984 0.00 0.930 1.50 0.00 0.00 0 0.00 WALL ENTRANCE G-© �„ (� • 0.00 . .1 ,124.08 1059.66 1.518 1061.178 5.8 0.55 0.005 1061.183 0.00 0.277 4.14 7.00 0.00 0 0.00 F1-o��a�c= lota3.�j ' 1 1 I' F 0 5 1 5 P 0 I 1 PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING DING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL C-71-- PARCEL MAP 28530 HEADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL DING LINE NO 3 IS - FILE :1135C7 OFILE:1135C70 0 I 1 PAGE NO 3 t10/17/1997 TIME: 17:19 ' F0515P - WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING F PAGE 1 2L 2R INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 CARD SECT CHN NO OF AVE PIER HEIGHT i BASE 'DE NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 ' 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 CD 14 3 0 0.00 4.00 4.00 F PAGE 1 2L 2R INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 11 WATER SURFACE PROFILE - ELEMENT CARD LISTING ILEMENT NO 1 IS A SYSTEM OUTLET �, U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1054.75 3 1057.48 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1017.00 1057.50 3 0.010 0.00 0.00 0.00 0 NO 3 IS A WALL ENTRANCE �LEMENT U/S DATA STATION INVERT SECT FP 1017.00 1057.50 14 0.500 ,LEMENT NO 4 IS A SYSTEM HEADWORKS C--_7 U/S DATA STATION INVERT SECT W S ELEV 1017.00 1057.50 14 0.00 ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING 'EDIT WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 11 �ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-7"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135C7 OFILE:1135C70 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH �ELEM SO SF AVE HF NORM DEPTH 000.0 1054.75 2.730 1057.480 7.65 0.16176 ,007.65 1055.99 1.500 1057.487 0.40 0.16176 008.05 1056.05 1.444 1057.495 HYDRAULIC JUMP 1008.05 1056.05 0.399 1056.450 ' 0.21 0.16176 1008.26 1056.09 0.399 1056.485 ' 1.28 0.16176 1009.54 1056.29 0.413 1056.707 ' 1.12 0.16176 ,010.66 1056.47 0.427 1056.901 0.96 0.16176 1 011.62 1056.63 0.442 1057.072 0.84 0.16176 1012.46 1056.77 0.458 1057.224 0.74 0.16176 013.20 1056.88 0.474 1057.359 ' 0.64 0.16176 1013.84 1056.99 0.491 1057.479 ' 0.56 0.16176 1 PAGE 1 HGT/ BASE/ 2L NO AVBPR DIA ID NO. PIER 2R 4.2 2.38 0.088 1057.568 0.00 0.785 1.50 0.00 0.00 0 0.00 .000936 0.01 0.280 0.00 4.2 2.38 0.088 1057.575 0.00 0.785 1.50 0.00 0.00 0 0.00 .000875 0.00 0.280 0.00 4.2 2.41 0.090 1057.585 0.00 0.785 1.50 0.00 0.00 0 0.00 0.00 4.2 11.14 1.927 1058.377 0.00 0.785 1.50 0.00 0.00 0 0.00 .039300 0.01 0.280 0.00 4.2 11.11 1.917 1058.402 0.00 0.785 1.50 0.00 0.00 0 0.00 .036702 0.05 0.280 0.00 4.2 10.61 1.747 1058.454 0.00 0.785 1.50 - 0.00 0.00 0 0.00 .032112 0.04 0.280 0.00 4.2 10.10 1.583 1058.484 0.00 0.785 1.50 0.00 0.00 0 0.00 .028098 0.03 0.280 0.00 4.2 9.63 1.441 1058.513 0.00 0.785 1.50 0.00 0.00 0 0.00 .024609 0.02 0.280 0.00 4.2 9.19 1.312 1058.536 0.00 0.785 1.50 0.00 0.00 0 0.00 .021557 0.02 0.280 0.00 4.2 8.75 1.189 1058.548 0.00 0.785 1.50 0.00 0.00 0 0.00 .018882 0.01 0.280 0.00 4.2 8.35 1.083 1058.562 0.00 0.785 1.50 0.00 0.00 0 0.00 .016540 0.01 0.280 0.00 I�ENSEE: k.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-711- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135C7 OFILE:1135C70 �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SO SF AVE HF NORM DEPTH ZR �ELEM r+t+t+r+r++++xxxxr+++++++t+xxxxxr++++++tt+++r+++xxxxxxtx+++r++txx+xrtx++++txx+xttr+++r+txxxxt+r+++xxttrxt+++++xx++x++++++++++++x 014.40 1057.08 0.508 1057.587 4.2 7.95 0.983 1058.570 0.00 0.785 1.50 0.00 0.00 0 0.00 0.48 0.16176 .014489 0.01 0.280 0.00 014.88 1057.16 0.526 1057.683 4.2 7.59 0.896 1058.579 0.00 0.785 1.50 0.00 0.00 0 0.00 0.42 0.16176 .012701 0.01 0.280 0.00 015.30 1057.22 0.545 1057.770 4.2 7.24 0.814 1058.584 0.00 0.785 1.50 0.00 0.00 0 0.00 0.16176 .011134 0.00 0.280 0.00 t00.37 15.67 1057.28 0.564 1057.848 4.2 6.90 0.739 1058.587 0.00 0.785 1.50 0.00 0.00 0 0.00 0.30 0.16176 .009765 0.00 0.280 0.00 1015.97 1057.33 0.585 1057.918 4.2 6.58 0.673 1058.591 0.00 0.785 1.50 0.00 0.00 0 0.00 0.26 0.16176 .008571 0.00 0.280 0.00 1016.23 1057.38 0.606 1057.982 4.2 6.28 0.612 1058.594 0.00 0.785 1.50 0.00 0.00 0 0.00 0.22 0.16176 .007522 0.00 0.280 0.00 16.45 1057.41 0.628 1058.039 4.2 5.98 0.556 1058.595 0.00 0.785 1.50 0.00 0.00 0 0.00 0.18 0.16176 .006604 0.00 0.280 0.00 16.63 1057.44 0.651 1058.091 4.2 5.71 0.506 1058.597 0.00 0.785 1.50 0.00 0.00 0 0.00 0.14 0.16176 .005802 0.00 0.280 0.00 116.77 1057.46 0.675 1058.137 4.2 5.44 0.460 1058.597 0.00 0.785 1.50 0.00 0.00 0 0.00 0.10 0.16176 .005099 0.00 0.280 0.00 016.87 1057.48 0.700 1058.180 4.2 5.19 0.417 1058.597 0.00 0.785 1.50 0.00 0.00 0 0.00 ' 0.07 0.16176 .004486 0.00 0.280 0.00 1016.94 1057.49 0.727 1058.218 4.2 4.94 0.379 1058.597 0.00 0.785 1.50 0.00 0.00 0 0.00 t0.05 0.16176 .003948 0.00 0.280 0.00 'CENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 3 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.50 0.00 WATER SURFACE PROFILE LISTING ' 1058.598 0.00 0.785 STORM DRAIN LINE "LATERAL C-7"- TEMECULA REGIONAL MALL PARCEL MAP 28530 1.50 0.00 FILE:1135C7 OFILE:1135C7O 0 0.01 �ATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL 0.00 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH ELEM SO 1058.598 0.00 0.785 SF AVE HF NORM DEPTH rrr.rrrrrrrrrrr..r.r.....: ..........................................................----........_.._..............--- PAGE 3 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.50 0.00 1057.50 0.754 1058.253 4.2 4.71 0.345 1058.598 0.00 0.785 ,1016.99 1.50 0.00 0.00 0 0.01 0.16176 0.00 .003471 0.00 017.00 0.00 1057.50 0.785 1058.285 4.2 4.49 0.313 1058.598 0.00 0.785 WALL ENTRANCE 017.00 1057.50 1.225 1058.725 4.2 0.86 0.011 1058.736 0.00 0.325 t PAGE 3 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.50 0.00 0.00 0 0.00 0.280 0.00 1.50 0.00 0.00 0 0.00 0.00 4.00 4.00 0.00 0 0.00 ' F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING DING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL C-8"- PARCEL MAP 28530 HEADING LINE NO 2 IS - TEMECULA REGIONAL MALL F�DING LINE NO 3 IS - FILE:1135C8 QFILE:1135 C80 11 PAGE NO 3 JE: 10/17/1997 TIME: 17:23 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE MDE NO TYPE PIERS WIDTH DIAMETER WIDTH CD 1 4 1.00 2 4 1.25 ' 3 4 1.50 CD 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 CD 8 4 4.00 9 4 4.50 10 4 5.00 CD 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 C 14 3 0 0.00 6.31 4.00 CCD 15 3 0 0.00 3.95 4.00 1 11 PAGE 1 ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' F 0 5 1 5 P W S ELEV 1057.65 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 45.00 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 * * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 3.8 0.0 1055.16 0.00 90.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 �EMENT NO 10 IS A WALL ENTRANCE WATER SURFACE PROFILE - ELEMENT CARD LISTING CEMENT NO i IS A SYSTEM OUTLET U �G'*X C LENT U/S DATA STATION INVERT SECT ' W S ELEV 1000.00 1054.92 3 EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING ELEMENT NO 2 IS A REACH EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC U/S DATA STATION INVERT SECT N ' 1020.37 1055.14 3 0.010 NO 3 IS A REACH �LEMENT U/S DATA STATION INVERT SECT N 1055.71 1055.53 3 0.010 �EMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N 1127.49 1056.31 3 0.010 �EMENT NO 5 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 11274++9 1056.31 14 0.500 LENT NO 6 IS A JUNCTION (j C* 'b C *3 * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 1129.49 1056.33 14 8 0 0.015 ELEMENT NO 7 IS A TRANSITION U/S DATA STATION INVERT SECT N ' 1131.49 1056.35 14 0.015 ELEMENT NO 8 IS A WALL EXIT U/S DATA STATION INVERT SECT 1131.49 1056.35 3 NO 9 IS A REACH �EMENT U/S DATA STATION INVERT SECT N 1241.49 1057.55 3 0.010 W S ELEV 1057.65 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 45.00 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 * * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 3.8 0.0 1055.16 0.00 90.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 �EMENT NO 10 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1241.49 1057.55 15 0.500 LENT NO 11 IS A SYSTEM HEADWORKS CA C -SA * U/S DATA STATION INVERT SECT W S ELEV 1241.49 1057.55 15 0.00 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 IENSEE: 8 ASSOC. - R.B.F. SAN DIEGO F0515P PAGE 1 NATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-811- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135C8 OFILE:1135C80 ,ATION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SO SF AVE HF NORM DEPTH ZR �ELEM el*92 000.00 2.730 1057.650 6.0 3.40 0.179 1057.829 0.00 0.946 1.50 0.00 0.00 0 0.00 20.37 0.01080 .001931 0.04 0.680 0.00 020.37 1055.14 2.575 1057.715 6.0 3.40 0.179 1057.894 0.00 0.946 1.50 0.00 0.00 0 0.00 35.34 0.01104 ,001931 0.07 0.680 0.00 055.71 1055.53 2.253 1057.783 6.0 3.40 0.179 1057.962 0.00 0.946 1.50 0.00 0.00 0 0.00 71.78 0.01087 .001931 0.14 0.680 0.00 127.49 1056.31 1.611 1057.921 6.0 3.40 0.179 1058.100 0.00 0.946 1.50 0.00 0.00 0 0.00 'LL ENTRANCE 0.00 1127.49 1.951 1058.261 6.0 0.77 0.009 1058.270 0.00 0.412 6.31 4.00 0.00 0 0.00 (}�A(5K.31 JICT STR 0.01000 C. �, C - .000034 0.00 0.00 1129.49 1056.33 1.947 1058.277 2.2 0.28 0.001 1058.278 0.00 0.211 6.31 4.00 0.00 0 0.00 OF C �>_ \L�D1-SO T S STR 0.01000 .000008 0.00 0.00 31.49 1056.35 1.928 1058.278 2.2 0.29 0.001 1058.279 0.00 0.211 6.31 4.00 0.00 0 0.00 WALL EXIT 0.00 31.49 1056.35 1.929 1058.279 2.2 1.25 0.024 1058.303 0.00 0.560 1.50 0.00 0.00 0 0.00 40.28 0.01091 .000257 0.01 0.400 0.00 71.77 1056.79. 1.500 1058.289 2.2 1.25 0.024 1058.313 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 12.80 0.01091 .000240 0.00 0.400 0.00 1184.57 1056.93 1.360 1058.289 2.2 1.31 0.026 1058.315 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 7.24 0.01091 .000235 0.00 0.400 0.00 1191.81 1057.01 1.280 1058.288 2.2 1.37 0.029 1058.317 0.00 0.560 1.50 0.00 0.00 0 0.00 6.02 0.01091 .000255 0.00 0.400 0.00 t IENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-8"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135C8 OFILE:1135C8o �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR rtrtrtrtrtxxxrtrtrtxxxrtrtrtxxxtrtrtrtrtxxxrttrtrtrtxxxtrtrtxxxxttrtrtrtrtxxxttrtrtrtrtxtxrtrtrtrtxxxrtrtrtrtrt xxxtrtrtrtrtrttxttrtrtrtxxxrtrtrtrtrtxxxtrt rtrtrtxxttrtrttrtrttttrtrtrtrtxxrtrtrtrtrt 197.83 1057.07 1.213 1058.287 2.2 1.44 0.032 1058.319 0.00 0.560 1.50 0.00 0.00 0 0.00 5.15 0.01091 .000280 0.00 0.400 0.00 202.98 1057.13 1.155 1058.285 2.2 1.51 0.035 1058.320 0.00 0.560 1.50 0.00 0.00 0 0.00 4.67 0.01091 - .000311 0.00 0.400 0.00 207.65 1057.18 1.102 1058.283 2.2 1.58 0.039 1058.322 0.00 0.560 1.50 0.00 0.00 0 0.00 4.18 0.01091 .000347 0.00 0.400 0.00 211.83 1057.23 1.054 1058.280 2.2 1.66 0.043 1058.323 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 3.78 0.01091 .000389 0.00 0.400 0.00 1215.61 1057.27 1.010 1058.278 2.2 1.74 0.047 1058.325 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 3.56 0.01091 .000437 0.00 0.400 0.00 1219.17 1057.31 0.968 1058.274 2.2 1.82 0.052. 1058.326 0.00 0.560 1.50 0.00 0.00 0 0.00 3.25 0.01091 .000491 0.00 0.400 0.00 22.42 1057.34 0.929 1058.271 2.2 1.91 0.057 1058.328 0.00 0.560 1.50 0.00 0.00 0 0.00 2.93 0.01091 .000554 0.00 0.400 0.00 125.35 1057.37 0.893 1058.267 2.2 2.01 0.062 1058.329 0.00 0.560 1.50 0.00 0.00 0 0.00 2.79 0.01091 .000626 0.00 0.400 0.00 128.14 1057.40 0.858 1058.262 2.2 2.10 0.069 1058.331 0.00 0.560 1.50 0.00 0.00 0 0.00 2.47 0.01091 .000709 0.00 0.400 0.00 230.61 1057.43 0.826 1058.257 2.2 2.21 0.076 1058.333 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 2.32 0.01091 .000803 0.00 0.400 0.00 1232.93 1057.46 0.795 1058.252 2.2 2.31 0.083 1058.335 0.00 0.560 1.50 0.00 0.00 0 0.00 2.17 0.01091 .000911 0.00 0.400 0.00 �ENSEE_ R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL C-8"- PARCEL MAP 28530 �- TEMECULA REGIONAL MALL FILE:1135C8 OFILE:1135C8D �ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR ELEV OF FLOW ELEV HEAD GRO.EL. ELEV DEPTH DIA ID NO. PIER �ELEM SO SF AVE HF NORM DEPTH 2R ++++w+x++x++++xw++++++++++++++++++++++++++++++wwwx+wxw+xw++wxwwwx+xxxx+++++xx++++++++++++++++++w+xwwwx+wwx++w+xw+++++++++wwwxx+w 1 1235.10 1057.48 0.765 1058.245 2.2 2.43 0.091 1058.336 0.00 0.560 1.50 0.00 0.00 0 0.00 1.91 0.01091 .001034 0.00 0.400 0.00 237.01 1057.50 0.737 1058.238 2.2 2.54 0.100 1058.338 0.00 0.560 1.50 0.00 0.00 0 0.00 1.74 0.01091 .001174 0.00 0.400 0.00 238.75 1057.52 0.710 1058.230 2.2 2.67 0.111 1058.341 0.00 0.560 1.50 0.00 0.00 0 0.00 1.56 0.01091 .001334 0.00 0.400 0.00 240.31 1057.54 0.684 1058.221 2.2 2.80 0.122 1058.343 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 1.18 0.01091 .001511 0.00 0.400 0.00 1241.49 1057.55 0.662 1058.212 2.2 2.93 0.133 1058.345 0.00 0.560 1.50 0.00 0.00 0 0.00 ILL ENTRANCE a 0.00 241.49 1057.55 0.868 1058.418 2.2 0.63 0.006 1058.424 0.00 0.211 3.95 4.00 0.00 0 0.00 1 1 I 1 1 1 1 1 1 1 1 Im I I I I Appendix D **************************************************************************** ' HYDRAULIC ELEMENTS I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 ' Analysis prepared by: Robert Bein, William Frost & Associates ' 14725 Alton Parkway Irvine, California 92618 ---------------------------------------------------------------------- TIME/DATE OF STUDY: 10:21 10/18/1997 ************************** DESCRIPTION OF STUDY ************************** DEPTH OF FLOW FOR C.B. A-2 LATERAL A-2 LINE "A" ************************************************************************** ************************************************************************** >>>>STREETFLOW MODEL INPUT INFORMATION<<<< ------------- --------------- --------------------------------------- CONSTANT STREET GRADE (FEET/FEET) _ .013800 CONSTANT STREET FLOW(CFS) = 5.90 'AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 50.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 48.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .020000 OUTSIDE STREET CROSSFALL(DECIMAL) _ .065000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 'CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: ---------------------------------------------------------------------------- STREET FLOW DEPTH(FEET) _ .38 'HALFSTREET FLOOD WIDTH(FEET) = 12.88 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.26 PRODUCT OF DEPTH&VELOCITY = 1.23 ************************** DESCRIPTION OF STUDY ************************** * DEPTH OF FLOW C.S. A-2.1 LATERAL A-2.1 LINE "A" ************************************************************************** ************************************************************************** >>>>STREETFLOW MODEL INPUT INFORMATION<<<< ----- ------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .015000 CONSTANT STREET FLOW(CFS) = 8.40 1 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 50.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 48.00 'INTERIOR STREET CROSSFALL(DECIMAL) _ .018800 OUTSIDE STREET CROSSFALL(DECIMAL) _ .065000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS ---------------------------------------------------------------------------- 'STREET FLOW DEPTH(FEET) _ .42 HALFSTREET FLOOD WIDTH(FEET) = 15.87 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.33 PRODUCT OF DEPTH&VELOCITY = 1.40 1 ************************** DESCRIPTION OF STUDY ************************** 'DEPTH OF FLOW C.B. A-3 LATERAL A-3 * LINE "A" ************************************************************************* ************************************************************************** >>>>STREETFLOW MODEL INPUT INFORMATION<<<< -C--ONSTANT--------STREET-------GRADE-------------(FEET/FEET) --- =---.0-1-7-5-0-0- CONSTANT STREET FLOW(CFS) = 4.40 'AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 50.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 48.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .018800 OUTSIDE STREET CROSSFALL(DECIMAL) _ .065000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: 'STREET FLOW DEPTH(FEET) .34 HALFSTREET FLOOD WIDTH(FEET) = 11.37 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.21 PRODUCT OF DEPTH&VELOCITY = 1.08 ************************** DESCRIPTION OF STUDY ************************** DEPTH OF FLOW C.B. A-4.1 AND C.B. A-4.2 LATERAL A-1 LINE "A" >>>>STREETFLOW MODEL INPUT INFORMATION<<<< CONSTANT STREET GRADE(FEET/FEET) 020000 CONSTANT STREET FLOW(CFS) = 1.15 ' AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 ' CONSTANT' SYMMETRICAL STREET HALF-WIDTH(FEET) = 36.00 DISTANCE: FROM' -CROWN TO CROSSFALL GRADEBREAK(FEETp 34--00 INTERIOR STREET�.CROSSFALL(DECIMAL) _ .020000': ' OUTSIDE STRE T,._CROSSFALL(DECIMAL) _ .065000 CONSTANT'SYMMEICAL CURB HEIGHT(FEET) = 50 CONSTANT SYMMETRICALGUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL,GUTTER-LIP(FEET) _ .03000 ' CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---STREET FLOW MODEL RESULTS: '---- -------------- STREET FLOW DEPTH(FEET) - .23 -------------------------- HALFSTREET FLOOD WIDTH(FEET) = 5:45 AVERAGE FLOW'VELOCITY(FEET/SEC.) = 2.57 PRODUCT OF DEPTH&VELOCITY = .59 I 1 ' HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 Analysis prepared by: Robert Bein, William Frost & Associates ' 14725 Alton Parkway Irvine, California 92618 ---------------------------------------------------------------------- TIME/DATE OF STUDY: 10:43 10/18/1997 ##**#********#*#********## DESCRIPTION OF STUDY *************#************ DEPTH OF FLOW AT C.B. A-5 LATERAL A-5 * LINE "A" ***#********##**************##*******#***#*************#***************** **********#*************************************************************** >>>>STREETFLOW MODEL INPUT INFORMATION<<<< ---------------------------------=---.0-2-0-0-0-0- ---- --------------------------------- CONSTANT STREET GRADE (FEET/FEET) 020000 CONSTANT STREET FLOW(CFS) = 16.30 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 50.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 48.00 'INTERIOR STREET CROSSFALL(DECIMAL) _ .018000 OUTSIDE STREET CROSSFALL(DECIMAL) _ .065000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 'CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------- - STREET FLOW MODEL RESULTS: -- -------------------------------------------------- STREET FLOW DEPTH(FEET) _ .48 HALFSTREET FLOOD WIDTH(FEET) = 19.63 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.50 PRODUCT OF DEPTH&VELOCITY = 2.15 **##*****##*****#*#******* DESCRIPTION OF STUDY *******#**********#******* )DEPTH OF FLOW AT C.B. A-5.1 LATERAL A-5.1 # LINE "A" *##***#*******##*****#*******#******#**#****************************###*** ************#*****#**********************##**********#********#*********** >>>>STREETFLOW MODEL INPUT INFORMATION<<<< CONSTANT STREET GRADE(FEET/FEET) 026500 CONSTANT STREET FLOW(CFS) = 1.20 ' AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 ' CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) _ DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 'INTERIOR STREET CROSSFALL(DECIMAL) _ .000100 OUTSIDE STREET CROSSFALL(DECIMAL) _ .065000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) _ .50 'CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN ' ***STREET FLOWING FULL*** 22.00 20.00 SPLITS STREET FLOW MODEL RESULTS: ------------------------------------ STREET FLOW DEPTH(FEET) _ .17 'HALFSTREET FLOOD WIDTH(FEET) = 22.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.40 PRODUCT OF DEPTH&VELOCITY = .24 ************************* DESCRIPTION OF STUDY ************************** * DEPTH OF FLOW AT C.B. A-5.2 LATERAL A=5.2 LINE "A' ************************************************************************* »STREETFLOW MODEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- STREET GRADE(FEET/FEET) _ .026500 'CONSTANT CONSTANT STREET FLOW(CFS) _ .90 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .000100 OUTSIDE STREET CROSSFALL(DECIMAL) _ .065000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ***STREET FLOWING FULL*** --------------------------------------------------- STREET FLOW MODEL RESULTS: '----------------------------_---_--------------------- ---------------- STREET FLOW DEPTH(FEET) 17 HALFSTREET FLOOD WIDTH(FEET) = 22.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.05 ' PRODUCT OF DEPTH&VELOCITY = .18 ************************** DESCRIPTION OF STUDY ************************** DEPTH OF FLOW AT C.B. A-7.1 LATERAL A-7.1 * LINE "A" **************************************************************************** >>STREETFLOW MODEL INPUT INFORMATION<<<< -------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .014300 STREET FLOW(CFS) = 11.00 'CONSTANT AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 50.00 FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 48.00 'DISTANCE INTERIOR STREET CROSSFALL(DECIMAL) _ .015000 OUTSIDE STREET CROSSFALL(DECIMAL) _ .065000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) _ .50 SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 'CONSTANT CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: ---------------------------------------------------------------------------- 'STREET FLOW DEPTH(FEET) _ .44 HALFSTREET FLOOD WIDTH(FEET) = 20.37 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.36 PRODUCT OF DEPTH&VELOCITY = 1.46 ************************* DESCRIPTION OF STUDY ************************** DEPTH OF FLOW AT C.B. A-8 LATERAL A-8 * LINE "A" ************************************************************************* **************************************************************************** >>STREETFLOW MODEL INPUT INFORMATION<<<< ------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .010000 'CONSTANT STREET FLOW(CFS) = 7.50 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 44.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 42.00 'INTERIOR STREET CROSSFALL(DECIMAL) _ .015000 OUTSIDE STREET CROSSFALL(DECIMAL) _ .065000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) _ .50 'CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------- ---------------- - - STREET FLOW MODEL RESULTS: 'STREET FLOW DEPTH(FEET) _ .41 HALFSTREET FLOOD WIDTH(FEET) = 18.41 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.78 PRODUCT OF DEPTH&VELOCITY = 1.13 ************************** DESCRIPTION OF STUDY ************************** DEPTH OF FLOW AT C.B. A-`) LATERAL A-5 * LINE "A" **************************************************************************** I>>STREETFLOW MODEL INPUT INFORMATION<<<< I-------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .010000 'CONSTANT STREET FLOW(CFS) = 14.20 -- AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 44.00 'DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 42.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .015000 OUTSIDE STREET CROSSFALL(DECIMAL) _ .065000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) _ .50 tCONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ------------------------------------------------------------- STREET FLOW MODEL RESULTS: 'STREET FLOW DEPTH(FEET) _ .48 HALFSTREET FLOOD WIDTH(FEET) = 23.66 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.26 ' PRODUCT OF DEPTH&VELOCITY = 1.58 ************************* DESCRIPTION OF STUDY ************************** DEPTH OF FLOW AT C.B. A-10 LATERAL A-10 * LINE "A' ************************************************************************* **************************************************************************** >>STREETFLOW MODEL INPUT INFORMATION<<<< -------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .010000 'CONSTANT STREET FLOW(CFS) = 10.40 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 44.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 'INTERIOR STREET CROSSFALL(DECIMAL) _ .015000 OUTSIDE STREET CROSSFALL(DECIMAL) _ .065000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) _ .50 'CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN STREET FLOW MODEL RESULTS: 42.00 SPLITS ---------------------------------------------------------------------------- 'STREET FLOW DEPTH(FEET) _ .45 HALFSTREET FLOOD WIDTH(FEET) = 21.03 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.99 ' PRODUCT OF DEPTH&VELOCITY = 1.33 ************************** DESCRIPTION OF STUDY ************************** DEPTH OF FLOW AT C.B. A-11 LATERAL A-11 * LINE "A" >>STREETFLOW MODEL INPUT INFORMATION<<<< CONSTANT STREET GRADE(FEET/FEET) _ .015000 'CONSTANT STREET FLOW(CFS) = 8.80 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 50.00 'DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 48.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .028000 OUTSIDE STREET CROSSFALL(DECIMAL) _ .065000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) _ .50 'CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS ---------------------------------------------------------------------------- 'STREET FLOW DEPTH(FEET) _ .45 HALFSTREET FLOOD WIDTH(FEET) = 12.31 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.90 PRODUCT OF DEPTH&VELOCITY = 1.75 I 1 1 I 1 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ' HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 ' Analysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, California 92618 ---------------------------------------------------------------------- TIME/DATE OF STUDY: 11: 1 10/18/1997 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ++++++++++++++++*+++++++++ DESCRIPTION OF STUDY ++++++++++++++++++++++++++ DEPTH OF FLOW AT C.B. B-3 LATERAL B-3 * LINE "B" +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ >>>>STREETFLOW MODEL INPUT INFORMATION<<<< I___C_____ONSTANT______STREET______GRADE_____________(FEET/FEET) --- =---.O-1-0-0-0-0- CONSTANT STREET FLOW(CFS) = 1.20 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 44.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) _ INTERIOR STREET CROSSFALL(DECIMAL) _ .015000 OUTSIDE STREET CROSSFALL(DECIMAL) _ .065000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN 42.00 SPLITS STREET FLOW MODEL RESULTS: ---------------------------------------------------------------------------- 'STREET FLOW DEPTH(FEET) _ .25 HALFSTREET FLOOD WIDTH(FEET) = 7.91 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.91 PRODUCT OF DEPTH&VELOCITY = .47 ++++++++++++++++++++++++++ DESCRIPTION OF STUDY +++++++++++++*++++++++++++ DEPTH OF FLOW AT C.B. B-3.4 LATERAL B-3.4 LINE "B" +*++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++*++++++++++++++++++++++++*+++++++++++++ >>>>STREETFLOW MODEL INPUT INFORMATION<<<< CONSTANT STREET GRADE(FEET/FEET) 010000 CONSTANT STREET FLOW(CFS) _ .40 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 ************************************************************************** ************************************************************************** >>>>STREETFLOW MODEL INPUT INFORMATION<<<< CONSTANT STREET GRADE(FEET/FEET) 010000 CONSTANT STREET FLOW(CFS) = 8.60 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 44.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 42.00 STREET CROSSFALL(DECIMAL) _ .015000 'INTERIOR OUTSIDE STREET CROSSFALL(DECIMAL) _ .065000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ------------------------- __ - -- ------------------------- STREET ------- FLOW MODEL - RESULTS: ---------------------------------------------------------------------------- STREET FLOW DEPTH(FEET) _ .17 HALFSTREET FLOOD WIDTH(FEET) = 2.66 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.88. PRODUCT OF DEPTH&VELOCITY = .32 ************************** DESCRIPTION OF STUDY ************************** DPETH OF FLOW AT C.B. B-8.1 LATERAL B-8.1 * LINE "B" ************************************************************************* ************************************************************************** >>>>STREETFLOW MODEL 'INPUT INFORMATION<<<< ---------------------------------_-------------------------------------- CONSTANT STREET GRADE (FEET/FEET) 015000 CONSTANT STREET FLOW(CFS) = 2.20 STREETFLOW FRICTION FACTOR(MANNING) _ .015000 'AVERAGE CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 50.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 48.00 tINTERIOR STREET CROSSFALL(DECIMAL) _ .017800 OUTSIDE STREET CROSSFALL(DECIMAL) _ .065000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 'CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: -- ------------------------------------------------------------------- FLOW DEPTH(FEET) _ .29 'STREET HALFSTREET FLOOD WIDTH(FEET) = 9.13 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.46 PRODUCT OF DEPTH&VELOCITY = .70 ************************** DESCRIPTION OF STUDY ************************** DEPTH OF FLOW AT C.B. B-18 LINE "B" * ************************************************************************** ************************************************************************** >>>>STREETFLOW MODEL INPUT INFORMATION<<<< CONSTANT STREET GRADE(FEET/FEET) 010000 CONSTANT STREET FLOW(CFS) = 8.60 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 50.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 48.00 'INTERIOR STREET CROSSFALL(DECIMAL) = .015000 OUTSIDE STREET CROSSFALL(DECIMAL) = .065000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = .13000 FLOW ASSUMED TO FILL,STREET ON ONE SIDE, AND THEN SPLITS -- - -- ---------- - STREET FLOW MODEL RESULTS: ---------------------------------------------------------------------------- STREET FLOW DEPTH(FEET) = .42 HALFSTREET FLOOD WIDTH(FEET) = 19.63 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.82 PRODUCT OF DEPTH&VELOCITY = 1.20 ************************** DESCRIPTION OF STUDY ************************** 'DEPTH OF FLOW AT C.B. C-6.1 LATERAL C-6.1 * LINE "C" ************************************************************************** >>>>STREETFLOW MODEL INPUT INFORMATION<<<< ---------------------------------_-------------------------------------- CONSTANT STREET GRADE (FEET/FEET) 010000 CONSTANT STREET FLOW(CFS) = 5.80 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 44.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) INTERIOR STREET CROSSFALL(DECIMAL) = .015000 OUTSIDE STREET CROSSFALL(DECIMAL) = .065000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = .13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN 42.00 SPLITS ---------------------------------------------------------------- -- - --- - - ------------------ STREET FLOW MODEL RESULTS: ---------------------------------------------------------------------------- 'STREET FLOW DEPTH(FEET) = .39 HALFSTREET FLOOD WIDTH(FEET) = 17.09 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.47 PRODUCT OF DEPTH&VELOCITY = .95 1 +**++*+******+*+++****++**+**+++***++*****++*++++**********++***++*******+** ' HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264. Analysis prepared by: Robert Bein, William Frost & Associates ' 14725 Alton Parkway Irvine, California 92618 ---------------------------------------------------------------------- TIME/DATE OF STUDY: 11:26 10/18/1997 ************************** DESCRIPTION OF STUDY SIZING FOR C.B. A-2 LATERAL A-2 * LINE "A" ****++++***********+*+*****************+*+++*++*+*+********************** >>>>SUMP TYPE BASIN INPUT INFORMATION<<<< LI 'Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. 'BASIN INFLOW(CFS) = 5.90 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .38 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 8.16 u W= ****++++***********+++*** DESCRIPTION OF STUDY +*++++*++++*++************ * SIZING FOR C.B. A-2.1 LATERAL A-2.1 + LINE "A" + >>>>SUMP TYPE BASIN INPUT INFORMATION<<<< ------------------------------------------------------------------------- Curb Inlet Capacities are approximated based on the Bureau of ' Public Roads nomograph plots for flowby basins and sump basins. 'BASIN INFLOW(CFS) = 8.40 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .42 ' >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 10.00 ************************** DESCRIPTION OF STUDY * SIZING C.B. A-3 LATEP.AL A=3 LINE "A" »>SUMP TYPE BASIN INPUT INFORMATION<<<< ---------------------------------------------------------------------------- ' BASIN INFLOW(CFS) = 4.40 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .34 ' >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 7.19 \A.SL lr� _ � • � � N D Q3Z.1 S � Oc. � 50.+�4lS'\ � � DESCRIPTION OF STUDY ************************** SIZING C.B. A-4.1 AND C.B. A-4.2 LATERAL A-1 * LINE "A" * ************************************************************************** '>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION -c<<< -------------------------------------------------------------------------- ' Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. ' STREETFLOW(CFS) = 1.15 GUTTER FLOWDEPTH(FEET) _ .23 'BASIN LOCAL DEPRESSION(FEET) _ .33 FLOWBY BASIN WIDTH(FEET) = 5.38 ' >>>>CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 5.4 >> »CALCULATED ESTIMATED INTERCEPTION(CFS) - 'I . o F'K- - - ************************** DESCRIPTION OF STUDY ************************** SIZING OF C.B. A-5 * LATERAL A-5 LINE "A" ************************************************************************** »>SUMP TYPE BASIN INPUT INFORMATION<<<< --------------------------------------------------------------------------- 11 Curb Inlet Capacities are approximated based on the Bureau of ' Public Roads nomograph plots for flowby basins and sump basins. ' BASIN INFLOW(CFS) = 4.40 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .34 ' >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 7.19 \A.SL lr� _ � • � � N D Q3Z.1 S � Oc. � 50.+�4lS'\ � � DESCRIPTION OF STUDY ************************** SIZING C.B. A-4.1 AND C.B. A-4.2 LATERAL A-1 * LINE "A" * ************************************************************************** '>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION -c<<< -------------------------------------------------------------------------- ' Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. ' STREETFLOW(CFS) = 1.15 GUTTER FLOWDEPTH(FEET) _ .23 'BASIN LOCAL DEPRESSION(FEET) _ .33 FLOWBY BASIN WIDTH(FEET) = 5.38 ' >>>>CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 5.4 >> »CALCULATED ESTIMATED INTERCEPTION(CFS) - 'I . o F'K- - - ************************** DESCRIPTION OF STUDY ************************** SIZING OF C.B. A-5 * LATERAL A-5 LINE "A" ************************************************************************** »>SUMP TYPE BASIN INPUT INFORMATION<<<< --------------------------------------------------------------------------- 11 'BASIN INFLOW(CFS) = 16.30 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .48 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) 15.88 use — \4.o fsc er,sC StOF U,s c w = —�k cc +++++++++++++++++++++++++ DESCRIPTION OF STUDY ++++++++++++++++++++++++++ SIZING C.B. A-5.1 * LATERAL A=5.1 LINE "A" +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + »SUMP TYPE BASIN INPUT INFORMATION<<<< -------------------------------------------------------------------------- ' Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 1.20 'BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .17 ' >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 5.55 +++++++++++++++++++++++++ DESCRIPTION OF STUDY ++++++++++++++++++++++++++ SIZING C.B. A-5.2 * LATERAL A-5.2 LINE "A" +++++++++++++++++++++++++++*+++++*+++++++++++++++++++++++++++*+++++++++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ >>SUMP TYPE BASIN INPUT INFORMATION<<<< ' Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) _ .90 'BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .17 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 4.16 +++++++++++++++++++++++++ DESCRIPTION OF STUDY ++++++++++++++++++++++++++ Curb Inlet Capacities are approximated based on the Bureau of ' Public Roads nomograph plots for flowby basins and sump basins. 'BASIN INFLOW(CFS) = 16.30 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .48 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) 15.88 use — \4.o fsc er,sC StOF U,s c w = —�k cc +++++++++++++++++++++++++ DESCRIPTION OF STUDY ++++++++++++++++++++++++++ SIZING C.B. A-5.1 * LATERAL A=5.1 LINE "A" +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + »SUMP TYPE BASIN INPUT INFORMATION<<<< -------------------------------------------------------------------------- ' Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 1.20 'BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .17 ' >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 5.55 +++++++++++++++++++++++++ DESCRIPTION OF STUDY ++++++++++++++++++++++++++ SIZING C.B. A-5.2 * LATERAL A-5.2 LINE "A" +++++++++++++++++++++++++++*+++++*+++++++++++++++++++++++++++*+++++++++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ >>SUMP TYPE BASIN INPUT INFORMATION<<<< ' Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) _ .90 'BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .17 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 4.16 +++++++++++++++++++++++++ DESCRIPTION OF STUDY ++++++++++++++++++++++++++ 1 SIZING C.B. A-7.1 * LATERAL A=7 LINE "A" ************************************************************************* **************************************************************************** >>SUMP TYPE BASIN INPUT INFORMATION<<<< -------------------------------------------------------------------------- ' Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. ' BASIN INFLOW(CFS) = 11.00 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .44 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 12.21 ' IASc vim= \4._c� IF . ************************* DESCRIPTION OF STUDY ************************** SIZING C.B. A 8 LATERAL A-8 * LINE "A" **************************************************************************** >>SUMP TYPE BASIN INPUT INFORMATION<<<< -------------------------------------------------------------------------- ' Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 7.50 BASIN OPENING(FEET) _ .83 ' DEPTH OF WATER(FEET) _ .41 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 9.25 LlSc n X41 ************************** DESCRIPTION OF STUDY ************************** 'SIZING C.B. A-9 LATERAL A-9 * LINE "A" ************************************************************************* >>SUMP TYPE BASIN INPUT INFORMATION<<<< --------------------------------------- 'Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. ' BASIN INFLOW(CFS) = 14.20 BASIN OPENING(FEET) _ .83 ' DEPTH OF WATER(FEET) _ -.48 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 13.83 ************************** DESCRIPTION OF STUDY ************************** 'SIZING C.B. A-10 LATERAL A-10 * LINE "A" ************************************************************************* ************************************************************************** >>>>SUMP TYPE BASIN INPUT INFORMATION<<<< ------------------------------------------------------------------------- 'Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. ' BASIN INFLOW(CFS) = 10.40 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .45 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 11.16 ************************* DESCRIPTION OF STUDY ************************** * SIZING C.B. A -ll LATERAL A-11 LINE "A" ************************************************************************** ************************************************************************** >>>>SUMP TYPE BASIN INPUT INFORMATION<<<< ------------------------------------------------------------------------- ' Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. 'BASIN INFLOW(CFS) = 8.80 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .45 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 9.44 S�0c- ************************* DESCRIPTION OF STUDY ************************** * SIZING C.B. B-3 LATERAL B-3 LINE "B" ************************************************************************** >>>>SUMP TYPE BASIN INPUT INFORMATION<<<< ------------------------------------------------------------------------ ' Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. tBASIN INFLOW(CFS) = 1.20 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .25 ' >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 3.11 ************************* DESCRIPTION OF STUDY ************************** * SIZING C.B. B-3.4 LATERAL B-3 LINE "B" ************************************************************************** »SUMP TYPE BASIN INPUT INFORMATION<<<< ---------------------------------------------------------------------------- 1 BASIN INFLOW(CFS) _ .40 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .17 ' >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 1.85 ************************* DESCRIPTION OF STUDY ************************** SIZING C.B. B-8.1 * LATERAL B-8.1 LINE "B" ************************************************************************* » ************************************************************************** SUMP TYPE BASIN INPUT INFORMATION<<<< ---------------------------------------------------------------------------- Curb Inlet Capacities are approximated based on the Bureau of ' Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) _ .40 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .17 ' >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 1.85 ************************* DESCRIPTION OF STUDY ************************** SIZING C.B. B-8.1 * LATERAL B-8.1 LINE "B" ************************************************************************* » ************************************************************************** SUMP TYPE BASIN INPUT INFORMATION<<<< ---------------------------------------------------------------------------- ' >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 4.56 l --5r -I' Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. ' BASIN INFLOW(CFS) = 2.20 OPENING(FEET) _ .83 'BASIN DEPTH OF WATER(FEET) _ .29 ' >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 4.56 l --5r -I' I VIZING DESCRIPTION OF STUDY C.B. B-18 * LINE "B" * »SUMP TYPE BASIN INPUT INFORMATION<<<< ---------------------------------------------------------------------------- ' Curb Inlet Capacities are approximated based on the Bureau of ' Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 8.60 'BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .42 ' >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 10.24 u es S i Oc ************************* DESCRIPTION OF STUDY ************************** SIZING C.B. C-6.1 * LATERAL C-6.1 LINE "C" ************************************************************************* **************************************************************************** >>SUMP TYPE BASIN INPUT INFORMATION<<<< -------------------------------------------------------------------------- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. ' BASIN INFLOW(CFS) = 5.80 'BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .39 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 7.71 1 I ************************************************************************ ' HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-96 Advanced Engineering Software (aes) Ver. 6.1 Release Date: 01/01/96 License ID 1264 ' Analysis prepared by: Robert Bein, William Frost & Associates 14725 Alton Parkway Irvine, California 92618 --------------------------------- TIME/DATE OF STUDY: 11:31 10/18/1997 --------------------------------------- --------------------------------------- ************************** DESCRIPTION OF STUDY ************************** SIZING C.B. A-5.1 LATERAL A-5.1 * LINE "A' ************************************************************************* ************************************************************************** >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< J Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. ' STREETFLOW(CFS) = 1.20 GUTTER FLOWDEPTH(FEET) _ .17 BASIN LOCAL DEPRESSION(FEET) _ .33 ' FLOWBY BASIN WIDTH(FEET) = 7.00 >>>>CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 7.6 ' >>>>CALCULATED ESTIMATED INTERCEPTION(CFS) = 1.1 BSc W = 1.0' ************************* DESCRIPTION OF STUDY ************************** * SIZING C.B. A-5.2 'LATERAL A-5.2 LINE "A" ************************************************************************** ************************************************************************** >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< ---------------------------------------------------------------------------- ' STREETFLOW(CFS) _ .90 Curb Inlet Capacities are approximated based on the Bureau of ' Public Roads nomograph plots for flowby basins and sump basins. ' STREETFLOW(CFS) _ .90 GUTTER FLOWDEPTH(FEET) = .17 BASIN LOCAL DEPRESSION(FEET) = .33 FLOWBY BASIN-WIDTH(FEET) = 5.70 >>>>CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 5.7 ' >>>>CALCULATED ESTIMATED INTERCEPTION(CFS) _ .9 ------------- t 1 1 I 1 1 1 1 1 CAPACITY OF GRADED SUMP INLETS TREAT AS AN ORIFICE: Q=CAf2gh C=0.6 For single grate, the opening area is 3.56 SF (APWD Std. Plan 304-1), assume 50% clogged. For 6" Depth of Water Q = 0.6 (3.56) 2(32.2) (0.5) x 0.50 = 6.2 CFS For 8" Depth of Water Q = 0.6 (3.56) 2(32.2) (0.67) x 0.50 = 7.0 CFS For 12" Depth of Water Q = 0.6 (3.56) 2(32.2) (1.0) x 0.50 = 8.6 CFS For double grate, the opening area is 7.12 SF (APWA Std. Plan 305-1). For 6" Depth of Water Q = 0.6 (7.12) (32.2) (0.5) x 0.50 = 12.1 CFS For 8" Depth of Water Q = 0.6 (7.12) 2(32.2) (0.67) x 0.50 = 14.0 CFS For 12" Depth of Water Q = 0.6 (7.12) 2(32.2) (1.0) x 0.50 = 17.1 CFS Minimum freeboard from finished floor to 100 -year water surface elevation shall be 1.5 FT. H4GRP601PDATAN01J3.5S0FF1 CMTMN65RPT002.WPD I 1 1 1 1 I L L 1 L L L DEPTH OF WATER AT GRATED INLETS Area A-2 Q100 = 9.9 CFS, Top of Grate = 1068.00 CB A-15 Use 2 Grates with APWD Std. 305-1 LAT A-15 Depth of Water = 9.9 = 0.6 (7.12) 2 (32.2) (D) x 0.5 D = 0.33 FT EL = 1068.33 FF = 1071.00 FB = 2.67 FT Area A-3 Q100 = 13.6 CFS, Top of Grate = 1068.00 CB A-14.2 Use APWD Std. 305-1 with 2 Grates LAT A-14 Depth of Water = 13.6 = 0.6 (7.12) 2 (32.2) (D) x 0.5 D = 0.63 FT EL = 1068.63 FF = 1071.00 FB = 2.37 FT Area A-4 Q100 = 11.8 CFS, Top of Grate = 1068.00 CB A-14.1 Use APWD Std. 305-1 with 2 Grates LAT A-14 Depth of Water = 11.8 = 0.6 (7.12) 2 (32.2) (D) x 0.5 D = 0.47 FT EL = 1068.47 FF = 1071.00 FB = 2.53 FT Area A-5 Q100 = 11.6 CFS, Top of Grate = 1068.00 CB A-14.0 Use APWD Std. 305-1 with 2 Grates LAT A-14 Depth of Water = 11.6 = 0.6 (7.12) 2 (32.2) (D) x 0.50 D = 0.47 FT EL = 1068.46 FF = 1071.00 FB = 2.54 FT Area A-6 Q100 = 13.3 CFS, Top of Grate = 1067.00 CB A-13.0 Use APWD Std. 305-1 with 2 Grates LAT A-13 Depth of Water = 13.3 = 0.6 (7.12) V2 (32.2) (D) x 0.50 D = 0.60 FT EL = 1067.60 FF = 1071.00 FB = 3.4 FT OK WGRMb PDATAN01135\OFRCE\WPN'IN35 R PT002.0.TD OK OK OK AM I 11 1 n Area B-7 Q100 = 3.2 CFS, Top of Grate = 1061. M CB B-17.1 Use APWD Std. 305-1 with 2 Grates LAT B-17 Depth of Water = 3.2 = (0.6) (7.12) V2 (3 ( 0.50) D = 0.04 FT EL = 1061.14 FF = 1063.00 FB = 1.86 FT Area B-8 Q100 = 3.5 CFS, Top of Grate = 1061.30 CB B-17.4 Use APWD Std. 304-1 with 1 Grate LAT B-17.1 Depth of Water = 3.5 = (0.6) (3.56) r2 (32.2) (D) ( 0.50) D = 0.17 FT EL = 1061.47 FF = 1063.00 FB = 1.56 FT Area B-9 Q100 = 1.5 CFS, Top of Grate = 1061.30 CB B-16 Use APWD Std. 305-1 with 2 Grates LAT B-16 Depth of Water = 1.5 = (0.6) (7.12) 2 (32.2) (D) ( 0.50) D=0.01FT EL=1061.51 FF = 1063.00 FB = 1.5 FT OK Area B-11 Q100 = 6.4 CFS, Top of Grate = 1061.00 CB B-14 Use APWD Std. 305-1 with 2 Grates LAT B-14 Depth of Water = 6.4 = (0.6) (7.12) 2 (32.2) (D) ( 0.50) D=0.14FT EL=1061.14 FF = 1063.00 FB = 1.86 FT OK OK 161,14 Area B-15 Q100 = 0.9 CFS, Top of Grate = 1061.80 CB B-12 Use APWD Std. 304-1 with 1 Grate LAT B-12 Depth of Water = 0.9 = 0.6 (7.12) 2 (32.2) (D) ( 0.50) D = 0.04 FT EL = 1061.81 FF = 1063.00 U.S. ELEV IN CB = 1058.2 HAGRF OTDATAMI 135SOFFI MWMIN13SRP 2.W D FB=4.8FT OK I 1 1 Area B-17 Q100 = 8.8 CFS, Top of Grate = 1061.25 CB B-11 Use APWD Std. 304-1 with 1 Grate LAT B-11 Depth of Water = 8.8 = (0.6) (3.56) 2 (32.2) (D) ( 0.50) D = 1.05 FT EL = 1061.30 FF = 1063.00 FB = 1.70 FT Area B-18 Q100 = 4.0 CFS, Top of Grate = 1060.25 CB B-10 Use APWD Std. 304-1 with 1 Grate LINE "B" Depth of Water = 4.0 = (0.6) (3.56) V2 (32.2) (D) ( 0.50) D = 0.06 FT EL = 1060.30 FF = 1063.00 FB = 2.69 FT Area B-19 Q100 = 4.0 CFS, Top of Grate = 1060.25 CB B-10 Use APWD Std. 304-1 with 1 Grate LAT B-9 Depth of Water = 3.6 = (0.6) (3.56) 2 (32.2) (D) ( 0.50) D = 0.18 FT EL = 1060.43 FF = 1063.00 FB = 2.57 FT Area B-23 Q100 = 1.1 CFS, Top of Grate = 1061.60 CB B-8.3 Use APWD Std. 304-1 with 1 Grate LAT B-8.3 Depth of Water = 1.1 = (0.6) (3.56) 2 (32.2) (D) ( 0.50) D = 0.02 FT EL = 1061.62 FF = 1063.00 FB = 1.58 FT Area B-25 Q100 = 6.3 CFS, Top of Grate = 1061.00 CB B-7 Use APWD Std. 305-1 with 2 Grates LAT B-7 Depth of Water = 6.3 = (0.6) (7.12) d 2 (32.2) (D) ( 0.50) D = 0.14 FT EL = 1061.14 FF = 1063.00 FB = 1.86 FT H:\GRP60\PDATA4101135\OFFICE\WPW N35RPID02.WPD 1910 �1N re Yl OK m 11 1 1 1 1 1 1 1 1 1 [1 C 1 I 1 1 1 1 1 Area B-27 QI00 = 3.8 CFS, Top of Grate = 1061.00 CB B-6 Use APWD Std. 305-1 with 2 Grates LAT B-6 Depth of Water = 3.5 = (0.6) (7.12) 2 (32.2) (D) ( 0.50) D = 0.05 FT EL = 1061.05 FF = 1063.00 FB = 1.95 FT Area B-31 QIm = 2.3 CFS, Top of Grate = 1061.00 CB B-4 Use APWD Std. 305-1 with 2 Grates LAT B-4 Depth of Water = 2.3 = (0.6) (7.12) 472 (32.2) (D) ( 0.50) D = 0.02 FT EL = 1061.02 FF = 1063.00 FB = 1.98 FT Area B-28 QI00 = 2.4 CFS, Top of Grate = 1061.00 CB B-5 Use APWD Std. 304-1 with i Grate LAT B-5 Depth of Water = 2.4 = (0.6) (3.56) J2 (32.2) (D) ( 0.50) D = 0.08 FT EL = 1061.08 FF = 1063.00 FB = 1.92 FT Area C-2 Q100 = 25.0 CFS, Top of Grate = 1065.30 CB C-9 Use APWD Std. 305-1 with 2 Grates LINE "C" Depth of Water = 25.0 = (0.6) (7.12) f 2 (32.2) (D) ( 0.50) D = 2.13 FT EL = 1067.43 FF = 1070.00 FB = 2.57 FT Area C-3 Q100 = 2.2 CFS, Top of Grate = 1061.50 CB C-8.1 Use APWD Std. 305-1 with 2 Grates LAT C-8 Depth of Water = 2.2 = (0.6) (3.56) 2 (32.2) (D) ( 0.50) D = 0.07 FT EL = 1061.57 FF = 1063.67 FB = 2.1 FT OK H:\GRP60\PDATAH01135\OFFICE\M W1N'35RFI002.NPD ISYN OK m OK I 1 LJ 1 1 1 Area C-4 Q300 = 3.8 CFS, Top of Grate = 1061.50 CB C-8 Use APWD Std. 304-1 with 1 Grate LAT C-8 Depth of Water = 3.8 = (0.6) (3.56) V2 (32.2) (D) ( 0.50) D = 0.20 FT EL = 1061.70 FF = 1063.67 FB = 1.97 FT Area C-8 Q100 = 2.2 CFS, Top of Grate = 1061.50 CB C-4 Use APWD Std. 304-1 with 1 Grate LAT C-4 Depth of Water = 2.2 = (0.6) (3.56) 42 (32.2) (D) ( 0.50) D = 0.07 FT EL = 1061.57 FF = 1063.67 FB = 2.10 FT Area C-9 Q100 = 3.5 CFS, Top of Grate = 1061.50 CB C-3 Use APWD Std. 304-1 with 1 Grate LAT C-3 Depth of Water = 3.5 = (0.6) (3.56) F2 (32.2) (D) ( 0.50) D = 0.17 FT EL = 1061.67 FF = 1063.67 FB = 2.00 FT Area C-11 Q100 = 8.7 CFS, Top of Grate = 1061.50 CB C-2 Use APWD Std. 305.1 with 2 Grates LAT C-2 Depth of Water = 8.7 = (0.6) (7.12) 2 (32.2) (D) ( 0.50) D = 0.26 FT EL = 1061.76 FF = 1063.67 FB = 1.91 FT H:\GRMD\PDATAk01135\OMCE\WPAgN, 35RrM2.WPD OK OK OK OK