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Home My WebLink AboutHydrology/Hydraulics Report 10/97 (2)THE PROMENADE IN TEMEcuu, CA. Prepared For: Forest City Development ' 949 South Hope Street, Suite 100 Los Angeles, California 90015 1 Prepared by: ' `tobettBeiiL,William %bst iZc. sociata '27555 Ynez Road, Suite 400 Temecula, California 92591 ' Contact: Michael Tylman ' Bill Keller October, 1997 Reprised March, 1998 mom xigna 40 J NHWINVdUG YmDaWEII d0 AIIJ CaAOUddd ' F 0 5 1 5 P 1 1 1 1 PAGE NO 3 L- WATER SURFACE PROFILE - TITLE CARD LISTING ING LINE NO 1 IS - ' STORM DRAIN LINE "B"- PARCEL MAP 28530 DING LINE NO 2 IS - ' TEMECULA REGIONAL MALL- USING CIPP �ING LINE NO 3 IS - FILE:1135B8 OFILE:113580 1 1 1 1 1 PAGE NO 3 L- TE: 3/ 2/1998 ME: 15:55 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 4RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) ODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP D 1 4 1.00 J 2 4 1.25, D 3 4 1.50 D 4 4 2.00 D 5 4 2.50 D 6 4 3.00 D 7 4 3.50 D 8 4 4.00 D 9 4 4.50 D 10 4 5.00 D 11 4 5.50 D 12 4 6.00 D 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 D 14 3 0 0.00 3.32 4.00 0.00 0.00 0.00 D 15 3 0 0.00 5.51 4.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING TENT NO 1 IS A SYSTEM OUTLET SS C-ZY-�F�C.-c C„�]V��i LA moi✓" �„ U/S DATA STATION INVERT SECT W S ELEV ' 1765.24 1044.15 11 1048.42 EMENT NO 2 IS A REACH ,X * ' U/S DATA STATION INVERT SECT N 1769.61 1044.16 11 0.015 l01 L.Qr- 63 \ RADIUS ANGLE ANG PT MAN H 0.00 12.24 0.00 0 ENT NO 3 IS A JUNCTION I* + * • * + U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1779.23 1044.19 11 9 0 0.015 55.1 0.0 1044.66 0.00 45.00 0.00 ENT NO 4 IS A REACH N ' 2408.24 1046.20 10 0.015 U/S DATA STATION INVERT SECT N EMENT NO 11 IS A REACH (3-C. * 1779.24 1044.20 11 0.015 'TENT INVERT SECT N ' 2839.96 1047.58 10 NO 5 IS A REACH P CG * U/S DATA STATION INVERT SECT N 1818.35 1044.32 11 0.015 EMENT NO 6 IS A REACH PP -c- U/S DATA STATION INVERT SECT N 2019.01 1044.95 11 0.015 t'1 EMENT NO 7 IS A REACH Pf1 ' U/S DATA STATION INVERT SECT N 2141.11 1045.34 11 0.015 PQ -e- ENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N 2339.85 1045.98 11 0.015 'ENT NO 9 IS A JUNCTION L,;tT. U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 2402.24 1046.18 11 3 0 0.015 'ENT NO 10 IS A TRANSITION 1 RADIUS ANGLE ANG PT MAN H 0.00 49.82 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 8.72 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 77.73 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 11.27 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 39.72 0.00 0 + r * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 14.3 0.0 1048.30 0.00 45.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 55.00 0.00 0 U/S DATA STATION INVERT SECT N ' 2408.24 1046.20 10 0.015 EMENT NO 11 IS A REACH (3-C. * + U/S DATA STATION INVERT SECT N ' 2839.96 1047.58 10 0.015 1 RADIUS ANGLE ANG PT MAN H 0.00 49.82 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 8.72 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 77.73 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 11.27 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 39.72 0.00 0 + r * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 14.3 0.0 1048.30 0.00 45.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 55.00 0.00 0 F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING EMENT NO 12 IS A REACH elc_ w ' U/S DATA STATION INVERT SECT N 2852.01 1047.62 10 0.015 EMENT NO 13 IS A JUNCTION e �. V A- ' U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 2952.35 1047.94 10 3 0 0.015 EMENT NO 14 IS A JUNCTION a uoz. U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 8g2977.35 1048.04 10 3 0 0.015 ( O EMENT NO 15 IS A JUNCTION L'&T-a-b U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 3085.35 1048.47 10 3 0 0.015 EMENT NO 16 IS A REACH P. -c- ' U/S DATA STATION INVERT SECT N 3152.28 1048.74 10 0.015 EMENT NO 17 IS A REACH ECS w w w U/S DATA STATION INVERT SECT N 3195.48 1048.91 10 0.015 EMENT,NO 18 IS A JUNCTIONS " "C:21 * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 3295.08 1049.31 10 9 0 0.015 EMENT NO 19 IS A TRANSITION * ' U/S DATA STATION INVERT SECT N 3305.08 1049.35 9 0.015 EMENT NO 20 IS A JUNCTION O 1-'"--T' a U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 3323.93 1049.43 9 3 0 0.015 PAGE NO 3 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 w w w 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 3.8 0.0 1049.94 0.00 90.00 0.00 w w w 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2.5 0.0 1049.70 0.00 90.00 0.00 w w w 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 5.1 0.0 1050.05 0.00 90.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 55.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 w w * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 45.1 0.0 1049.32 0.00 45.00 0.00 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 6.5 0.0 1051.02 0.00 45.00 0.00 ' F 0 5 1 5 P MATER SURFACE PROFILE - ELEMENT CARD LISTING NEMENT NO 21 IS A JUNCTION 1b Uig`' Qn U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 3443.88 1049.98 9 3 0 0.015 LEMENT NO 22 IS A JUNCTION O (J-; 1 * ' U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 3554.87 1050.35 9 3 0 0.015 MENT NO 23 IS A JUNCTI�C.'.J� �-10* U/S DATA STATION INVERT SECT LAT -1 LAT -2 N tATTION 36670.00 1050.81 9 3 0 0.015 MENT NO 24 IS A JUNCTION -U/S DATA INVERT SECT LAT -1 LAT -2 N 3762.00 1051.[1.18 9 3 0 0.015 IMEN7 NO 25 IS A JUNCTION O Li' a . -`'` U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 3763.74 1051.19 9 3 0 0.015 IMENT NO 26 IS A TRANSITION U/S DATA STATION INVERT SECT N ' 3768.74 1051.20 66 n 0.015 LEMENT NO 27 IS A JUNCTION @ �* -P ``' ' U/S DATA STATION INVERT SECT LAT -1 LAT -2 N /� cc 3813.10 1051.338 6 3 0 0.015 HENT NO 28 IS A JUNCTION �1D.� ",K--" * a(* U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 3883.92 1051.66 6 3 0 0.015 1 1 1 PAGE NO 4 + + + 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 10.4 0.0 1051.19 0.00 45.00 0.00 * * + 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 3.7 0.0 1051.74 0.00 45.00 0.00 + + + 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 4.1 0.0 1054.81 0.00 90.00 0.00 + + + 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 5.4 0.0 1052.47 0.00 45.00 0.00 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 9.0 0.0 1052.64 0.00 45.00 0.00 * + + 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1.1 0.0 1052.76 0.00 45.00 0.00 + + * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 0.4 0.0 1052.76 0.00 45.00 0.00 F 0 5 1 5 P PAGE NO 5 NATER SURFACE PROFILE - ELEMENT CARD LISTING O UPK-. c -s -N3 * ' EMENT NO 29 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 3940.47 1051.89 6 1 0 0.015 1.4 0.0 1053.16 0.00 90.00 0.00 EMENT NO 30 IS A JUNCTION 9 L(,�. 6- \ 4� * * * ` U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 4050.47 1052.33 6 3 0 0.015 3.7 0.0 1053.20 0.00 90.00 0.00 EMENT ND 31 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 4230.47 1054.24 6 1 0 0.015 1.5 0.0 1055.39 0.00 90.00 0.00 ((OS L41;�. '"D * EMENT NO 32 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 4327.24 1055.26 6 3 0 0.015 1.2 0.0 1056.14 0.00 90.00 0.00 Gb EMENT NO 33 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4340.00 1055.40 6 0.015 0.00 0.00 0.00 0 EMENT NO 34 IS A JUNCTION O L,*,V. V -C7 * U/S DATA STATION INVERT SECT LAT -1 LFT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 4465.63 1055.90 6 4 0 0.015 13.4 0.0 1056.41 0.00 90.00 0.00 EMENT NO 35 IS A TRANSITION U/S DATA STATION INVERT SECT N 4470.63 1055.92 4 0.015 Q EMENT NO 36 IS A REACH � U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4599.81 1056.44 4 0.013 0.00 45.00 0.00 0 ' F 0 5 1 5 P RENT NATER SURFACE 6(�- PROFILE - ELEMENT CARD LISTING NO 37 IS A REACH U/S DATA STATION INVERT SECT N t4670.50 1056.72 4 0.013 EMENT NO 38 IS A REACH U/S DATA STATION INVERT SECT N ' 4721.92 1056.92 4 0.013 ENT NO 39 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 4721.92 1056.92 15 0.500 ENT NO 40 IS A JUNCTION OC. -P, * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 4723.93 1056.93 15 8 0 0.015 TENT NO 41 IS A TRANSITION ' U/S DATA STATION INVERT SECT N PAGE NO 6 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 3.2 0.0 1061.30 0.00 90.00 0.00 4725.92 1056.94 15 0.015 ENT NO 42 ISA HALL EXIT * U/S DATA STATION INVERT SECT ' 4725.92 1056.94 4 EMENT NO 43 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4834.64 1057.38 4 0.013 0.00 0.00 0.00 0 �ENT NO 44 IS A WALL ENTRANCE ` U/S DATA STATION INVERT SECT FP 4 4.4.�O 64 1057.38 14 p 0.500 ,ENT NO 45 IS A SYSTEM NEADW'R�S" C. e,. - A U/S DATA STATION INVERT SECT W S ELEV 4834.64 1057.38 14 0.00 ,IT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING RNING NO. 2 * - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 -EN SE E:R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING 1 1 STORM DRAIN LINE "B"- PARCEL MAP 28530 ZL NO AVBPR TEMECULA REGIONAL MALL- USING CIPP ID NO. PIER FILE:1135B8 OFILE:113560 ZR ' TATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV 0.00 HEAD GRD.EL. ELEV DEPTH IELEM 50 0.00 0 0.00 SF AVE HF rr rr � rr++xrrrrxrrrrrrrrrrrrr rrrrrrrrrxrrrrr+rrr++r++xwrx++rr+++++rw+++++++r+wwx+++++ 0.00 55 GAF L4 ��acc .� kr" L.LNc 5.50 0.00 0.00 0 1765.24 1044.15 4.270 1048.420 201.4 10.18 1.608 1050.028 0.00 3.974 4.37 0.00229 5.50 0.00 .005269 0.02 0.00 4.108 0.00 t 1769.61 1044.16 4.318 1048.478 201.4 10.07 1.573 1050.051 0.00 3.974 ' 4.068 VCT STR 0.00312 o11R1 (.'j-\ .003867 0.04 5.50 0.00 1779.23 1044.19 5.732 1049.922 146.3 6.16 0.589 1050.511 0.00 3.373 0.01 1.00000 .002527 0.00 0.00 0 1779.24 1044.20 5.809 1050.009 146.3 6.16 0.589 1050.598 0.00 3.373 39.11 0.00307 .002527 0.10 Pcc 5.50 0.00 0.00 0 0.00 1818.35 1044.32 5.825 1050.145 146.3 6.16 0.589 1050.734 0.00 3.373 200.66 0.00314 0.00 0 0.00 .002527 0.51 P a -c, , 5.00 0.00 0.00 2019.01 1044.95 5.811 1050.761 146.3 6.16 0.589 1051.350 0.00 3.373 122.10 0.00319 ' 4.271 .002527 0.31 pal 5.00 0.00 0.00 0 0.00 , 2141.11 1045.34 5.772 1051.112 146.3 6.16 0.589 1051.701 0.00 3.373 198.74 0.00322 .002527 0.50 2339.85 1045.98 5.712 1051.692 146.3 6.16 0.589 1052.281 0.00 3.373 NCT STR 0.00321 (OGj (�-3 air cL .002292 0.14 2402.24 1046.18 5.767 1051.947 132.0 5.56 0.479 1052.426 0.00 3.197 ANS STR 0.00333 .002738 0.02 2408.24 1046.20 5.586 1051.786 132.0 6.72 0.702 1052.488 0.00 3.289 431.72 0.00320 .003420 1.48 2839.96 1047.58 5.792 1053.372 132.0 6.72 0.702 1054.074 0.00 3.289 12.05 0.00332 1 .003420 0.04 PAGE 1 1 1 HGT/ BASE/ ZL NO AVBPR , DIA ID NO. PIER NORM DEPTH +r++rrrrrrrrrr+rrrr+rr++rrrrrrrrrrxrr+xr ZR ' 5.50 0.00 0.00 0 0.00 ' 5.500 0.00 5.50 0.00 0.00 0 0.00 , 0.00 5.50 0.00 0.00 0 0.00 0.838 0.00 ' 5.50 0.00 0.00 0 0.00 4.108 0.00 t 5.50 0.00 0.00 0 0.00 ' 4.068 0.00 5.50 0.00 0.00 0 0.00 , 4.039 0.00 5.50 0.00 0.00 0 0.00 ' 4.026 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 O.OD ' 4.271 0.00 5.00 0.00 0.00 0 0.00 , 4.170 0.00 1 9 'NSEE: R.B.F. 6 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "B"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL- USING CIPP FILE:11358B OFILE:1135B0 ,TION 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 50 SF AVE HF NORM DEPTH ZR 'LEM xrxaararxraaaaxarrarrrrrrrrrrarrrrrrrraarrrrrrarxxxrxxxrrxxxxrrrraarraarrrraararrarrrrrrrrrrrrrrrrarrrrrrrxrrxrrraxxrxxxxx rxrxa 52.01 1047.62 5.793 1053.413 132.0 6.72 0.702 1054.115 0.00 3.289 5.00 0.00 0.00 0 0.00 CT STR 0.00319 L.A. pj _ 4 0 .003323 0.33 0.00 '52.35 1047.94 5.886 1053.826 128.2 6.53 0.662 1054.488 0.00 3.240 5.00 0.00 0.00 0 0.00 CT STR 0.00400 � lam• g _S .003164 0.08 0.00 77.35 1048.04 5.916 1053.956 125.7 6.40 0.636 1054.592 0.00 3.207 5.00 0.00 0.00 0 0.00 STR 0.00398 4 LO:z, g- b .002978 0.32 0.00 �T 85.35 1048.47 5.909 1054.379 120.6 6.14 0.586 1054.965 0.00 3.139 5.00 0.00 0.00 0 0.00 F6.93 0.00403 .002855 0.19 3.513 0.00 (jJG 152.28 1048.74 5.922 1054.662 120.6 6.14 0.586 1055.248 0.00 3.139 5.00 0.00 0.00 0 0.00 113.20 0.00394 .002855 0.12 3.546 0.00 HCl 5.48 1048.91 5.875 1054.785 120.6 6.14 0.586 1055.371 0.00 3.139 5.00 0.00 0.00 0 0.00 STR 0.00402 (�) u -'s G\, .001987 0.20 0.00 5.08 1049.31 6.242 1055.552 75.5 3.85 0.230 1055.782 0.00 2.457 5.00 0.00 0.00 0 0.00 NS STR 0.00400 .001541 0.02 0.00 15.08 1049.35 6.121 1055.471 75.5 4.75 0.350 1055.821 0.00 2.539 4.50 0.00 0.00 0 0.00 (STR 0.00424 � l.oz6--1 .001801 0.03 0.00 3.93 1049.43 6.158 1055.588 69.0 4.34 0.292 1055.880 0.00 2.422 4.50 0.00 0.00 0 0.00 ISTR 0.00458 s LAC, (?,_8 .001411 0.17 0.00 -.443.88 1049.98 5.855 1055.835 58.6 3.68 0.211 1056.046 0.00 2.223 4.50 0.00 0.00 0 0.00 STR 0.00333 -i5 IUPC. IL _4:� .001110 0.12 0.00 4.87 1050.35 5.649 1055.999 54.9 3.45 0.185 1056.184 0.00 2.148 4.50 0.00 0.00 0 0.00 11 STR 0.00400 �+ �_ �� .000963 0.11 0.00 _NSEE: 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:113580 ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH PAGE 3 1 MGT/ BASE/ ZL NO AVBPR ' DIA ID NO. PIER --LEM SO SF AVE HF NORM DEPTH ZR ' yr rrrrrr.rrrrrrrrr++++rrrrrrrrr+rr+r.rrrrrrrrrx rrrrrrrxrxrrrrrrr+rrrrr++rr+x+r+rrrr++r•rr++r+rrr++rrrr+rrrrarrrrrrrrrrarraxrrret 570.00 1050.81 5.353 1056.163 50.8 3.19 0.158 1056.321 0.00 2.063 0.00 4.50 0.00 0.00 0 CT STR 0.00402 \ .000799 0.07 4.50 0.00 .'i„ 0 0.00 ' 762.00 1051.18 5.098 1056.278 45.4 2.85 0.127 1056.405 0.00 1.945 CT STR 0.00575 vo Lim ,6_\\ .000583 0.00 ' 763.74 1051.19 5.116 1056.306 36.4 2.29 0.081 1056.387 0.00 1.734 NS STR 0.00200 ' .002210 0.01 0.00 0 768.74 1051.20 4.853 1056.053 36.4 5.15 0.412 1056.465 0.00 1.962 CT STR 0.00406 @ ©_QZ4 0 .003847 0.17 813.10 1051.38 4.890 1056.270 35.3 4.99 0.387 1056.657 0.00 1.931 ' 3.00 0.00 0.00 0 0.00 CT STR 0.00395 R L_fv;�_ (;"_ 1L (� .003687 0.26 3.00 0.00 383.92 1051.66 1056.549 34.9 4.94 0.378 1056.927 0.00 1.920 ' //4.8�889 CT STR 0.00407 oal 4F7 3 0 .003502 0.20 940.47 1051.89 4.916 1056.806 33.5 4.74 0.349 1057.155 0.00- 1.880 3.00 0.00 0.00 0 0.00 , CT STR 0.00400 (�� (�� .003008 0.33 050.47 1052.33 4.953 1057.283 29.8 4.22 0.276 1057.559 0.00 1.768 1 CT STR 0.01061 `pip MT. (-'t>-16 .002528 0.45 230.47 1054.24 3.552 1057.792 28.3 4.00 0.249 1058.041 0.00 1.721 CT STR 0.01054 ® c4w. .002152 0.21 327.24 1055.26 2.764 1058.024 27.1 3.98 0.246 1058.270 0.00 1.683 12.76 0.01097 .001946 0.02 Cog 340.00 1055.40 2.631 1058.031 27.1 4.12 0.264 1058.295 0.00 1.683 CT STR 0.00398 .001241 0.16 4.50 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 , 3.00 0.00 0.00 0 0.00 0.00 ' 3.00 0.00 0.00 0 0.00 0.00 ' 3.00 0.00 0.00 0 0.00 ' 0.00 3.00 0.00 0.00 0 0.00 ' 0.00 ' 3.00 0.00 0.00 0 0.00 0.00 ' 3.00 0.00 0.00 0 0.00 0.00 ' 3.00 0.00 0.00 0 0.00 , 1.405 0.00 3.00 0.00 0.00 0 0.00 , 0.00 1 ,JSEE: 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 ION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH �EM SO SF AVE HF /�+��'�(w\wrrttrwwtwtwtr ttwrrrrrrrwt rrrwrtrrrtrrtt»rrwtrtwrrrrrwrrwrrt wrtwrrrwrrwrwwrwwrrr \tel ) 1'5. 1055.90 2.679 1058.579 13.7 2.06 0.066 1058.645 0.00 1.178 1NS SIR 0.00400 .002691 0.01 10.63 1055.92 2.489 1058.409 13.7 4.36 0.295 1058.704 0.00 1.333 1299..18 0.00402 .003667 0.47 - �`"J�. 9.81 1056.44 2.465 1058.925 13.7 4.36 0.295 1059.220 0.00 1.333 10.69 0.00396 .003667 0.26 e1✓ :670.501056.72 2.464 1059.184 13.7 4.36 0.295 1059.479 o.ao 1.333 1.42 0.00389 .003667 0.19 :721.92 1056.92 2.452 1059.372 13.7 4.36 0.295 1059.667 0.00 1.333 ENTRANCE 1.92 1056.92 3.003 1059.923 13.7 1.14 0.020 1059.943 0.00 0.714 VCT STR 0.00498 G p (Aj_.000082 0.00 13.93 1056.93 3.010 1059.940 10.5 0.87 0.012 1059.952 0.00 0.598 'Toe of GR�s-E = 1061.30 kNS SIR 0.00502 .000061 0.00 15.92 1056.94 3.000 1059.940 10.5 0.87 0.012 1059.952 0.00 0.598 EXIT 4725.92 1056.94 3.000 1059.940 10.5 3.34 0.173 1060.113 0.00 1.161 1 08.72 0.00405 .002154 0.23 4834.64 1057.38 2.794 1060.174 10.5 3.34 0.173 1060.347 0.00 1.161 ,L ENTRANCE S1 2_1 4.64 1057.38 3.119 106`000.•499 10.5 0.84 0.011 1060.510 0.00 0.598 FW�JI^r.1i. (WeST). l0(�.t.(o 1 PAGE 4 MGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR rrtrtrrrtttttrrrrrrr rrrrwrwwwtrtrrwrrwrt 3.00 0.00 0.00 0 0.00 0.00 2.00 0.00 0.00 0 0.00 1.560 0.00 2.00 0.00 0.00 0 0.00 1.572 0.00 2.00 0.00 0.00 0 0.00 1.590 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 O.OD 5.51 4.00 0.00 0 0.00 0.00 2.00 0.00 0.00 0 0.00 1.270 0.00 2.00 0.00 0.00 0 0.00 0.00 3.32 4.00 0.00 0 0.00 DING LINE NO 1 IS - DING LINE NO 2 IS - DING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL B-1"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:113561 OFILE:1135610 PAGE NO 3 3/ 3/1998 16:53 ' FCHANNEL WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ZD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 ' S 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 '9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15-00 0.00 0.00 0.00 14 3 0 0.00 4.00 7.00 0.00 0.00 0.00 1 1 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING L_1tSG %%wl .EMENT NO 1 IS A SYSTEM OUTLET& U/S DATA STATION INVERT SECT W S ELEV 1000.00 1044.63 9 1050.01 -EMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1045.00 1044.87 9 0.015 0.00 0.00 0.00 0 .EMENT NO 3 IS A SYSTEM HEADWORKS p U.,_. U/S DATA STATION INVERT SECT W S ELEV 1045.00 1044.87 9 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 'SEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-1"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:113581 OFILE:1135810 'ION 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 EM SO SF AVE HF NORM DEPTH ZR aaarr rrrrrrraraa araaarrrrrrrraaaaaaaaarra raararrrrraaaa ra aaararrrrrraaaaaaaarararrrrrrarrrraaaaa+aaarrrrrrrraa ar aaaaaaarar X101 l Ln G" Gil 0.00 044.63 5.380 1050.010 67.5 4.24 0.280 1050.290 0.00 2.394 4.50 0.00 0.00 0 0.00 5.00 0.00533 .001569 0.07 2.361 0.00 5.00 1044.87 5.211 1050.081 67.5 4.24 0.280 1050.361 0.00 2.394 4.50 0.00 0.00 0 0.00 1 t 1 )ING LINE NO 1 IS - )ING LINE NO 2 IS - )ING LINE NO 3 IS - F O 5 1 5 P NATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL B-3"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:113583 OFILE:1135830 PAGE NO 3 ! 3/ 3/1998 E: 16:58 ' FCHANNEL WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 RD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 '9 4 4.50 10 4 5.00 11 4 5.50 '12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 7.00 0.00 0.00 0.00 F 0 5 1 5 P WATER SURFACE PROFILE -[[ELEMENT CARD LISTING EMENT NO 1 IS A SYSTEM OUTLE�OS• U/S DATA STATION INVERT SECT 738.02 1048.18 3 EMENT NO 2 IS A JUNCTION �10 Lfi7. ct�-:s'\ * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 22 782.10 1050.33 3 3 0 0.010 EMENT NO 3 IS A REACH br- r U/S DATA STATION INVERT SECT N 909.63 1051.61 3 0.010 EMENT NO 4 IS A JUNCTION � LIM U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 914.29 1051.65 3 3 0 0.010 .EMENT NO 5 IS A REACH ' U/S DATA STATION INVERT SECT N 914.30 1051.66 3 0.010 .EMENT NO 6 IS A REACH • • ' U/S DATA STATION INVERT SECT N 1059.82 1053.09 3 0.010 EMENT NO 7 IS A JUNCTION R ucOs - (S" 3. J U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 1073.57 1053.25 3 3 0 0.010 EMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N 1147.33 10533.98 3 0.010 EMENT NO 9 IS A JUNCTION 111 Lc�� - e -.Zs, 4* U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 1200.24 1054.51 3 3 0 0.010 PAGE NO 2 W S ELEV 1051.95 r r r 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 6.4 0.0 1053.33 0.00 45.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.68 0.00 0 r r r 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2.2 0.0 1051.65 0.00 45.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 21.22 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.DO 0.00 0 r r r 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 7.41 0.00 0 r, r 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 5.0 0.0 1054.51 0.00 60.00 0.00 ' F 0 5 1 5 P PAGE NO 3 INT U/S DATA STATION INVERT SECT WATER SURFACE PROFILE - ELEMENT CARD LISTING NO 10 IS A REACH RADIUS ANGLE ANG PT MAN H U/S DATA STATION INVERT SECT N ' 1055.95 1200.25 1054.52 3 0.010 0.00 !ARNING NO. 0 MENT NO '15 MENT NO 11 IS A REACH t;c U/S DATA STATION INVERT SECT N ' 1278.81 1055.30 3 0.010 NT NO 12 IS A REACH f>(, * ` MAN H ' U/S DATA STATION INVERT SECT N 0.010 0.00 1291.73 1055.43 3 0.010 MENT NO 16 IS A REACH bc- �NT NO 13 IS A JUNCTION Ila ��. �j-*3-S * ` U/S DATA STATION INVERT SECT LAT -1 LAT -2 N U/S DATA STATION 1343.29.1055.94 SECT 3 3 0 0.010 INT NO 14 IS A REACH RADIUS ANGLE ANG PT MAN H 0.00 11:01 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 * r 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 0.4 0.0 1055.94 0.00 45.00 0.00 INT NO 19 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H U/S DATA STATION INVERT SECT W S ELEV 1343.30 1055.95 3 0.010 0.00 19.28 0.00 !ARNING NO. 0 MENT NO '15 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1438.86 1056.90 3 0.010 0.00 0.00 0.00 0 MENT NO 16 IS A REACH bc- 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 NT NO 17 IS A REACH 'E-<_ ` 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 �NT NO 18 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 INT NO 19 IS A WALL ENTRANCE I I U/S DATA STATION INVERT SECT FP 'NT 14 1.49 1057.32 14 0(p 0.500 NO 20 IS A SYSTEM HEADWOR C'_", e- o U/S DATA STATION INVERT SECT W S ELEV 1481.49 1057.32 14 0.00 T ERRORS ENCOUNTERED- CDMPUTAT ION IS NOW BEGINNING !ARNING NO. 2 �- - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC I I :NSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:113563 QFILE:1135630 %TION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH =LEM SO SF AVE HF ei11 11fixxtttxtt**#ii****xx**ttt*ttiikt*xx****ttt*t*xxxx**t**tii*t*iii*xxxxtxtt*tii*ii*i l� Y 738. 2 1048.18 3.770 1051.950 17.4 9.85 1.506 1053.456 0.00 1.445 CT STR 0.04877 e> _3 :011363 0.50 782.10 1050.33 3.928 1054.258 11.0 6.23 0.602 1054.860 0.00 1.270 1277..53 0.01004 .006489 0.83 909., 63 1051.61 3.486 1055.096 11.0 6.23 0.602 1055.698 0.00 1.270 CT STR 0.00858 `aq`-.S Z .005321 0.02 914.29 1051.65 3.870 1055.520 8.8 4.98 0.385 1055.905 0.00 1.148 0.01 1.00000 .004153 0.00 914.30 1051.66 3.898 1055.558 8.8 4.98 0.385 1055.943 0.00 1.148 145.52 0.00983 .004153 0.60 059.82 1053.09 3.072 1056.162 8.8 4.98 0.385 1056.547 0.00 1.148 CT STR 0.01164 t l.m klb_j 3 .003244 0.04 073.57 1053.25 3.270 1056.520 6.6 3.74 0.217 1056.737 0.00 0.994 73.76 0.00990 .002336 0.17 147.33 1053.98 2.724 1056.704 6.6 3.74 0.217 1056.921 0.00 0.994 ICT STR 0.01002 8 Um .001236 0.07 200.24 1054.51 2.543 1057.053 1.6 0.91 0.013 1057.066 0.00 0.475 0.01 1.00000 .000137 0.00 200.25 1054.52 2.534 1057.054 1.6 0.91 0.013 1057.067 0.00 0.475 78.56 0.00993 .000137 0.01 1278.81 1055.30 1.765 1057.065 1.6 0.91 0.013 1057.078 0.00 0.475 12.92 0.01006 .000137 0.00 PAGE 1 , HGT/ BASE/ ZL NO AVBPR , DIA ID NO. PIER NORM DEPTH ZR ' k#f######kk##kkkkkfi kfif#########ttkktkktt 1.50 0.00 0.00 0 0.00 , 0.00 1.50 0.00 0.00 0 0.00 ' 1.020 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 0.00 0.880 1.50 0.00 0.00 0 0.00 ' 0.00 1.50 0.00 0.00 0 0.00. ' 0.740 0.00 1.50 0.00 0.00 0 0.00 0.00 ' 1.50 0.00 0.00 0 0.00 0.100 0.00 , 1.50 0.00 0.00 0 0.00 , 0.340 0.00 1.50 0.00 0.00 0 0.00 ' 0.340 0.00 INSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3"- PARCEL MAP 28530 0 TEMECULA REGIONAL MALL FILE:113563 OFILE:1135830 n UTION 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 50 SF AVE HF NORM DEPTH ZR rrrrr rrrrrrrrrrrrrr+rrrrrrrrrrrrrrrrr r+rrrrrrrrrrrrrrrrrrrrrrrrrr+rr+rr+++r++r++r+++++r++rr+++rrr++rr+rrrrr+rr+r+rrrrrrrrrr+rrr 91.73 1055.43 1.637 1057.067 1.6 0.91 0.013 1057.080 0.00 0.475 1.50 0.00 0.00 0 0.00 NCT SIR 0.00989 9 cpz� j,S .000113 0.01 0.00 143.29 OO 1055.94 1.141 1057.081 1.2 0.83 0.011 1057.092 0.00 0.410 1.50 0.00 0.00 0 0.00 0.01 1.00000 .000091 0.00 0.100 0.00 143.30 1055.95 1.131 1057.081 1.2 0.84 0.011 1057.092 0.00 0.410 1.50 0.00 0.00 0 0.00 0 5.06 0.00994 .000097 0.00 0.300 0.00 1348.36 1056.00 1.080 1057.080 1.2 0.88 0.012 1057.092 0.00 0.410 1.50 0.00 0.00 0 0.00 4.56 0.00994 .000109 0.00 0.300 0.00 1352.92 1056.05 1.034 1057.080 1.2 0.92 0.013 1057.093 0.00 0.410 1.50 0.00 0.00 0 0.00 0 4.24 0.00994 .000122 0.00 0.300 0.00 57.16 1056.09 0.991 1057.079 1.2 0.97 0.015 1057.094 0.00 0.410 1.50 0.00 0.00 0 0.00 4.04 0.00994 .000137 0.00 0.300 0.00 n 1{61.20 UUU 1056.13 0.950 1057.078 1.2 1.02 0.016 1057.094 0.00 0.410 1.50 0.00 0.00 0 0.00 3.61 0.00994 .000155 0.00 0.300 0.00 164.81 1056.16 0.913 1057.077 1.2 1.07 0.018 1057.095 0.00 0.410 1.50 0.00 0.00 0 0.00 U3.51 0.00994 .000175 0.00 0.300 0.00 1368.32 1056.20 0.877 1057.076 1.2 1.12 0.019 1057.095 0.00 0.410 1.50 0.00 0.00 0 0.00 3.29 0.00994 .000197 0.00 0.300 0.00 71.61 1056.23 0.843 1057.074 1.2 1.17 0.021 1057.095 0.00 0.410 1.50 0.00 0.00 0 0.00 3.07 0.00994 .000223 0.00 0.300 0.00 74.68 1056.26 0.811 1057.073 1.2 1.23 0.023 1057.096 0.00 0.410 1.50 0.00 0.00 0 0.00 2.86 0.00994 .000253 0.00 0.300 0.00 a ' ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3"- PARCEL MAP 28530 , TEMECULA REGIONAL MALL FILE:113563 OFILE:1135B3D 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 t rrrr+++++rrrrrrrrrr+rrrr+x+rrrrrerrrrrrr+rrrrr++rxxrrrrxrrxrrrrrrr r+rrr++rrrrrrrrrrr+rrxrxrr++rrrrrrrrrrrrrrr+rrrrrrrrxrr+rrrr++ 377.54 1056.29 0.781 1057.071 1.2 1.29 0.026 1057.097 0.00 0.410 1.50 0.00 0.00 0 0.00 ' 2.73 0.00994 .000287 0.00 0.300 0.00 380.27 1056.32 0.752 1057.070 1.2 1.35 0.028 1057.098 0.00 0.410 1.50 0.00 0.00 0 0.00 ' 2.52 0.00994 .000326 0.00 0.300 0.00 382.79 1056.34 0.725 1057.068 1.2 1.42 0.031 1057.099 0.00 0.410 1.50 0.00 0.00 0 0.00 ' 2.49 0.00994 .000370 0.00 0.300 0.00 ' 385.28 1056.37 0.698 1057.065 1.2 1.49 0.034 1057.099 0.00 0.410 1.50 0.00 0.00 0 0.00 2.27 0.00994 .000421 0.00 0.300 0.00 , 387.55 1056.39 0.673 1057.063 1.2 1.56 0.038 1057.101 0.00 0.410 1.50 0.00 0.00 0 0.00 , 2.13 0.00994 .000479 0.00 0.300 0.00 389.68 1056.41 0.649 1057.060 1.2 1.63 0.042 1057.102 0.00 0.410 1.50 0.00 0.00 0 0.00 , 2.01 0.00994 .000545 0.00 0.300 0.00 391.69 1056.43 0.626 1057.057 1.2 1.72 0.046 1057.103 0.00- 0.410 1.50 0.00 0.00 0 0.00 ' 1.87 0.00994 .000620 0.00 0.300 0.00 ' 393.56 1056.45 0.604 1057.054 1.2 1.80 0.050 1057.104 0.00 0.410 1.50 0.00 0.00 0 0.00 1.73 0.00994 .000707 -0.00 0.300 0.00 ' 395.29 1056.47 0.583 1057.050 1.2 1.89 0.055 1057.105 0.00 0.410 1.50 0.00 0.00 0 0.00 1.58 0.00994 0.00 , .000806 0.300 0.00 396.87 1056.48 0.563 1057.046 1.2 1.98 0.061 1057.107 0.00 0.410 1.50 0.00 D.00 0 0.00 , 1.35 0.00994 .000922 0.00 0.300 0.00 398.22 1056.50 0.543 1057.039 1.2 2.08 0.067 1057.106 0.00 0.410 1.50 0.00 0.00 0 0.00 ' RAULIC JUMP 0.00 ISEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 4 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:113583 OFILE:1135830 ION 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 EM SO SF AVE HF NORM DEPTH ZR trrr rrr+++++r+++++++++x+x++x+xr+++r+xr++x++x+xr+r+rx+rx++x+++r+++++++rr+ttrrrrtxrrrttrrrrtrtt+rrrrrttxrrrrtrrtrr+rrrrtrrttrrrr 8.22 1056.50 0.300 1056.796 1.2 4.76 0.352 1057.148 0.00 0.410 1.50 0.00 0.00 0 0.00 40.64 0.00994 .010070 0.41 0.300 0.00 cc, 18.86 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 3.30 0.00909 .009834 0.03 0.300 0.00 U92�.1_6 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 0 5.08 0.01019 .009503 0.05 0.300 0.00 447.24 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 0.00 462.19 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 8.95 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 1.08 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 ® 85.87 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 L 477.50 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 0.00 479.12 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 0.51 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 e ' =NSEE: R.B.F. 6 ASSOC. - SAN DIEGO F0515P PAGE 5 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3"- PARCEL MAP 28530 , TEMECULA REGIONAL MALL FILE:1135B3 OFTLE:1135830 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 , rr rrr rrarraarrrarrraaara aaraararararra araaaaaaraaaraaraaaraarrraaarrraraaarrrrrrrrararraarrarrarrar arrarrrrararaarrrarrrrarr rrrr :81.311057.32 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 ;81-49 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 e L -cj g _3 0.00 ' 481-49 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 1 1 ' F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING ING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B-3.1"- PARCEL MAP 28530 ,DING LINE NO 2 IS - ' TEMECULA REGIONAL MALL �ING LINE ND 3 IS - FILE:113583.1 OFILE:1135B3.10 1 1 1 1 t PAGE NO 3 3/ 3/1998 57:33 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 14.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 ' WATER SURFACE PROFILE - ELEMENT CARD LISTING EMENT NO 1 IS A SYSTEM OUTLET 9 L'M•*a U/S DATA STATION INVERT SECT W S ELEV ' 1003-00 1050-68 3 1054.26 EMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 1039.60 1057.25 3 0.010 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1039.60 1057.25 14 0.500 LENT NO 4 IS A SYSTEM HEADWORKS C-&. U/S DATA ,STATION INVERT SECT W S ELEV 1039.60 1057.25 14 0.00 IT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING RNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV - DC C C 11 , ENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3.111- 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/ 2L NO AVBPR ' ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM 50 SF AVE HF NORM DEPTH 2R ' rr r +rrxx+rxx r/rix+xxrrxrxrrxrrrrrrrrrrrrrrrrrrrrrrrr++r+x++++x+r++rr+++rrrrrrrrrrrrrrrrrrrarrrrrxrrrr+rr r�lOx rrrrrr+rrrrrrrr+xrrrrr Lu . 003. 1050.68 3.580 1054.260 6.4 3.62 0.204 1054.464 0.00 0.978 1.50 0.00 0.00 0 0.00 7.00 0.17951 .002197 0.02 0.330 0.00 010.00 1051.94 2.353 1054.289 6.4 3.62 0.204 1054.493 0.00 0.978 1.50 0.00 0.00 0 0.00 ' RAULIC JUMP 0.00 ' 010.00 1051.94 0.393 1052.329 6.4 17.34 4.671 1057.000 0.00 0.978 1.50 0.00 0.00 0 0.00 0.86 0.17951 .096725 0.08 0.330 0.00 , 010.86 1052.09 0.393 1052.483 6.4 17.30 4.646 1057.129 0.00 0.978 1.50 0.00 0.00 0 0.00 4.56 0.17951 .090210 0.41 0.330 0.00 ' 015.42 1052.91 0.407 1053.317 6.4 16.49 4.225 1057.542 0.00 0.978 1.50 0.00 0.00 0 0.00 ' 3.68 0.17951 .078954 0.29 0.330 0.00 019.10 1053.57 0.421 1053.990 6.4 15.72 3.840 1057.830 0.00 0.978 1.50 0.00 0.00 0 0.00 , 3.02 0.17951 .069106 0.21 0.330 0.00 022.12 1054.11 0.436 1054.548 6.4 14.99 3.488 1058.036 0.00 0.978 1.50 0.00 0.00 0 0.00 ' 2.53 0.17951 .060498 0.15 0.330 0.00 ' 024.65 1054.57 0.451 1055.018 6.4 14.29 3.169 1058.187 0.00 0.978 1.50 0.00 0.00 0 0.00 2.15 0.17951 .052963 0.11 0.330 0.00 , 026.80 1054.95 0.467 1055.420 6.4 13.62 2.879 1058.299 0.00 0.978 1.50 0.00 0.00 0 0.00 1.85 0.17951 0.09 0.330 0.00 ' .046372 028.65 1055.28 0.483 1055.767 6.4 12.98 2.617 1058.384 0.00 0.978 1.50 0.00 0.00 0 0.00 ' 1.59 0.17951 .040602 0.06 0.330 0.00 .030.24 1055.57 0.500 1056.070 6.4 12.38 2.380 1058.450 0.00 0.978 1.50 0.00 0.00 0 0.00 ' 1.38 0.17951 .035578 0.05 0.330 0.00 INSEE: R.B.F. d ASSOC. - SAN DIEGO F0515P PAGE ' 2 I I WATER SURFACE PROFILE LISTING STORM DRAIN LINE TEMECULA REGIONAL "LATERAL B-3.1"- MALL PARCEL MAP 28530 FILE:1135B3.1 OFILE:113583.10 (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 SO SF AVE HF NORM DEPTH ZR ILEM rrrrrrtttrrrttrrrrrrrrrrrrrrrr+r+trt+rt+rt++r+rr+rrrt+rrtt+ttt+++ttr+ttt+++rrtrttrrt+trrrtrrrrrr+rrrrrrrrrrrrrrtrrrrrr rrrrrrrrr 31.62 1055.82 0.518 1056.335 6.4 11.81 2.165 1058.500 0.00 0.978 1.50 0.00 0.00 0 0.00 1.20 0.17951 .031198 0.04 0.330 0.00 132.82 1056.03 0.537 1056.570 6.4 11.25 1.964 1058.534 0.00 0.978 1.50 0.00 0.00 0 0.00 1.05 0.17951 .027359 0.03 0.330 0.00 133.87 1056.22 0.556 1056.777 6.4 10.74 1.791 1058.568 0.00 0.978 1.50 0.00 0.00 0 0.00 0.92 0.17951 .023988 0.02 0.330 0.00 4.79 1056.39 0.576 1056.962 6.4 10.24 1.628 1058.590 0.00 0.978 1.50 0.00 0.00 0 0.00 0.80 0.17951 .021046 0.02 0.330 0.00 1035.59 1056.53 0.597 1057.126 6.4 9.76 1.478 1058.604 0.00 0.978 1.50 0.00 0.00 0 0.00 0.70 0.17951 0.01 0.330 0.00 .018464 6.29 1056.66 0.618 1057.274 6.4 9.30 1.344 1058.618 0.00 0.978 1.50 0.00 0.00 0 0.00 0.61 0.17951 . .016206 0.01 0.330 0.00 16.90 1056.77 0.641 1057.4D6 6.4 8.86 1.220 1058.626 0.00 0.978 1.50 0.00 0.00 0 0.00 0.52 0.17951 .014241 0.01 0.330 0.00 17.42 1056.86 0.665 1057.524 6.4 8.45 1.110 1058.634 0.00 0.978 1.50 0.00 0.00 0 0.00 0.46 .0.17951 .012521 0.01 0.330 0.00 7.88 1056.94 0.690 1057.631 6.4 8.06 1.009 1058.640 0.00 .0.978 1.50 0.00 0.00 0 0.00 ' 0.40 0.17951 .011006 0.00 0.330 0.00 1038.28 1057.01 0.715 1057.727 6.4 7.69 0.919 1058.646 0.00 0.978 1.50 0.00 0.00 0 0.00 0.32 0.17951 0.00 0.330 0.00 .009683 8.60 1057.07 0.743 1057.814 6.4 7.33 0.835 1058.649 0.00 0.978 1.50 0.00 0.00 0 0.00 0.28 0.17951 .008529 0.00 0.330 0.00 I I ' INSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 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 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 ' rrrrrrrrrrrrrrrrrrrra rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr 338.88 1057.12 0.771 1057.892 6.4 6.99 0.758 1058.650 0.00 0.978 1.50 0.00 0.00 0 0.00 ' 0.23 0.17951 .007514 0.00 0.330 0.00 039.11 1057.16 0.801 1057.963 6.4 6.67 0.690 1058.653 0.00 0.978 1.50 0.00 0.00 0 0.00 , 0.18 0.17951 .006627 0.00 0.330 0.00 ' 039.29 1057.19 0.832 1058.027 6.4 6.36 0.627 1058.654 0.00 0.978 1.50 0.00 0.00 0 0.00 0.14 0.17951 .005849 0.00 0.330 0.00 ' 039.43 1057.22 0.865 1058.084 6.4 6.06 0.570 1058.654 0.00 0.978 1.50 0.00 0.00 0 0.00 0.10 0.17951 0.00 0.330 0.00 ' .005170 339.53 1057.24 0.900 1058.137 6.4 5.78 0.518 1058.655 0.00 0.978 1.50 0.00 0.00 0 0.00 ' 0.05 0.17951 .004576 0.00 0.330 0.00 339.58 1057.25 0.937 1058.184 6.4 5.51 0.471 1058.655 0.00 0.978 1.50 0.00 0.00 0 0.00 ' 0.02 0.17951 .004052 0.00 0.330 0.00 )39.60 1057.25 0.978 1058.228 6.4 5.25 0.427 1058.655 0.00 0.978 1.50 0.00 0.00 0 0.00 ' _L ENTRANCE C -2 _-3 1 0.00 ' 339.60 1057.25 1.633 1058.8\83 6.4 0.28 0.001 1058.884 0.00 0.187 4.00 14.00 0.00 0 0.00 l � �-a NE ( = t � G o. 3 $ 1 �LIZ�_� C = 1p��.v3 1 ' F 0 5 1 5 P ' WATER SURFACE PROFILE - TITLE CARD LISTING DING LINE NO 1 IS - STORM DRAIN LINE "LATERAL 8-3.2"- PARCEL MAP 28530 DING LINE NO 2 IS - ' TEMECULA REGIONAL MALL 'ING LINE NO 3 IS - FILE:113583.2 OFILE:113583.20 PAGE NO 3 3/ 3/1998 17:33 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 3.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 ' NATER SURFACE PROFILE - ELEMENT CARD LISTING IMENT NO 1 IS A SYSTEM OUTLET � L"M "e� -.3 ' U/S DATA STATION INVERT SECT N S ELEV 1003.00 1051-84 3 1055.52 -MENT NO 2 IS A REACH ` ' U/S DATA STATION INVERT SECT N 1056.70 1057.00 3 0.010 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1056.70 1057.00 14 0.200 ENT NO 4 IS A SYSTEM HEADWORKS G.P. C>-3.3 U/S DATA STATION INVERT SECT W S ELEV 1056.70 1057.00 14 0.00 �IT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING RNING NO. 2 *` - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC :ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER. SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3.2"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:113563.2 OFILE:113583.20 "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 �R.1 lam_ g _3 003.0 1051.84 3.680 1055.520 2.2 1.25 0.024 1055.544 0.00 0.560 BASE/ 22.75 0.09609 AVBPR ' DIA ID NO. .000257 0.01 0.230 025.75 1054.03 1.500 1055.526 2.2 1.25 0.024 1055.550 0.00 0.560 1.50 1.50 0:00 0.00 0 0.00 ' 0.00 i 1.42 0.09609 0.00 0 0.00 ' .000240 0.00 0.00 0.230 027.17 1054.16 1.360 1055.523 2.2 1.31 0.026 1055.549 0.00 0.560 0.81 0.09609 1.50 0.00 0.00 0 .000235 0.00 0.230 027.98 1054.24 1.280 1055.520 2.2 1.37 0.029 1055.549 0.00 0.560 0.67 0.09609 ' .000255 0.00 0.230 028.65 1054.31 1:213 1055.518 2.2 1.44 0.032 1055.550 0.00 0.560 0.57 0.09609 0.00 0.00 0 0.00 .000280 0.00 0.00 0.230 029.22 1054.36 1.155 1055.514 2.2 1.51 0.035 1055.549 0.00 0.560 0.00 0.52 0.09609 0.00 .000311 0.00 ' 1.50 0.230 029.74 1054.41 1.102 1055.511 2.2 1.58 0.039 1055.550 0.00 0.560 1.50 RAULIC JUMP 0 0.00 ' 029.74 1054.41 0.247 1054.656 2.2 11.58 2.082 1056.738 0.00 0.560 0.00 3.62 0.09609 0.00 .069577 0.25 0.230 033.36 1054.76 0.256 1055.014 2.2 10.95 1.860 1056.874 0.00 0.560 4.52 0.09609 .060229 0.27 0.230 037.88 1055.19 0.264 1055.455 2.2 10.48 1.704 1057.159 0.00 0.560 3.34 0.09609 .052568 0.18 0.230 041.22 1055.51 0.273 1055.785 2.2 9.95 1.539 1057.324 0.00 0.560 2.61 0.09609 .045915 0.12 0.230 PAGE 1 HGT/ BASE/ 2L NO AVBPR ' DIA ID NO. PIER ZR ' et+++++r 1.50 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 t 1.50 0.00 0.00 0 0.00 ' 0.00 1.50 0.00 0.00 0 0.00 ' 0.00 ISEE: R.B.F. 6 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3.2"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B3.2 OFILE:113583.20 ION 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 �EM rrrrrrr+rrr rr+++rrrrr rrrrr+rrrrrrrrtrr+rrrrrttrtrrrrrrrr+rrrrrrtt++r+rrrrrrrrt+rrrrrrr+++rrrrrrrr+rt+++rrtrr++rrr+rtrrrr+++++r 3.83 1055.76 0.282 1056.046 2.2 9.52 1.408 1057.454 0.00 0.560 1.50 0.00 0.00 0 0.00 2.11 0.09609 .040123 0.08 0.230 0.00 5.94 1055.97 0.292 1056.258 2.2 9.05 1.273 1057.531 0.00 0.560 1.50 0.00 0.00 0 0.00 1.73 0.09609 .035083 0.06 0.230 0.00 17.67 1056.13 0.302 1056.435 2.2 8.63 1.156 1057.591 0.00 0.560 1.50 0.00 0.00 0 0.00 1.46 0.09609 .030652 0:04 0.230 0.00 1049.13 1056.27 0.312 1056.585 2.2 8.24 1.054 1057.639 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 1.23 0.09609 .026790 0.03 0.230 0.00 1050.36 1056.39 0.323 1056.713 2.2 7.86 0.959 1057.672 0.00 0.560 1.50 0.00 0.00 0 0.00 0.230 0.00 1.04 0.09609 .023426 0.02 51.40 1056.49 0.334 1056.825 2.2 7.48 0.869 1057.694 0.00 0.560 1.50 0.00 0.00 0 0.00 0.91 0.09609 .020470 0.02 0.230 0.00 152.31 1056.58 0.345 1056.923 2.2 7.14 0.792 1057.715 0.00 0.560 1.50 0.00 0.00 0 0.00 0.76 0.09609 .017891 0.01 0.230 0.00 153.07 0.00 0.560 1.50 0.00 0.00 0 0.00 1056.65 0.357 1057.009 2.2 6.81 0.720 1057.729 ' 0.67 0.09609 .015644 0.01 0.230 0.00 1053.74 1056.71 0.369 1057.084 2.2 6.49 . 0.654 1057.738 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 0.56 0.09609 .013681 0.01 0.230 0.00 1054.30 1056.77 0.382 1057.152 2.2 6.20 0.596 1057.748 0.00 0.560 1.50 0.00 0.00 0 0.00 0.230 0.00 0.49 0.09609 .011968 0.01 ,54.79 1056.82 0.395 1057.212 2.2 5.90 0.540 1057.752 0.00 0.560 1.50 0.00 0.00 0 0.00 0.41 0.09609 .010471 0.00 0.230 0.00 1 PAGE 3 NSEE: R.B.F. d ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL 8-3.2"- PARCEL MAP 28530 TEMECULA REGIONAL MALL ' FILE:1135B3.2 OFILE:113583.20 ,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 ' :r rrrrrrrrrr<r«<r<r<rrrrrrrrerrr<r<rrrrrrrr<rrrrrrrrrrrrrrrrrrrrr<rrrrrrrrrrrrrrrrrrrrrrrrrrrr<rrrrrrrrrrr«rrrrrrrrrr«rrrrrrr )55.20 1056.86 0.409 1057.265 2.2 5.63 0.492 1057.757 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 0.36 0.09609 .009163 0.00 0.230 0.00 )55.56 1056.89 0.423 1057.313 2.2 5.37 0.447 1057.760 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 0.29 0.09609 .008019 0.00 0.230 0.00 )55.85 1056.92 0.438 1057.356 2.2 5.12 0.406 1057.762 0.00 0.560 1.50 0.00 0.00 0 0.00 0.24 0.09609 .007020 0.00 0.230 0.00 , )56.09 1056.94 0.453 1057.395 2.2 4.88 0.369 1057.764 0.00 0.560 1.50 0.00 0.00 0 0.00 0.20 0.09609 .006145 O.OD 0.230 0.00 ' 356.29 1056.96 0.469 1057.430 2.2 4.65 0.336 1057.766 0.00 0.560 1.50 0.00 0.00 0 0.00 0.15 0.09609 .005384 0.00 0.230 0.00 356.44 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 ' 0.12 0.09609 .004717 0.00 0.230 0.00 056.56 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 ' 0.08 0.09609 .004133 0.00 0.230 0.00 ' 056.64 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 0.05 0.09609 .003621 0.00 0.230 0.00 , 056.69 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 0.09609 .003165 0.00 0.230 0.00 ' 056.70 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 ' .LL ENTRANCE ::- R:) Q>- 3 � 0.00 056.70 1057.00 0.840 1057.840 2.2 0.87 0.012 1057.852 0.00 0.256 4.00 3.00 0.00 0 0.00 ' T�� OF GR-Pc� = lobl_ct-> F 0 5 1 5 P ' WATER SURFACE PROFILE - TITLE CARD LISTING ,DING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B-3.3"- PARCEL MAP 28530 GING LINE NO 2 IS - ' TEMECULA REGIONAL MALL 'ING LINE NO 3 IS - FILE:113593.3 OFILE:1135B3.30 1 1 1 PAGE NO 3 3/ 3/1998 17:33 F051 5P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 RD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) )E NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 7.00 0.00 ' 0.00 0-00 0 ' F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING MENT NO 1 IS A SYSTEM OUTLET ' U/S DATA STATION INVERT SECT W S ELEV 1000.00 1053.25 3 1056.52 MENT NO 2 IS A REACH • ` ' U/S DATA STATION INVERT SECT N 1048.35 1057.00 3 0.010 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 NO 3 IS A WALL ENTRANCE �NT U/S DATA STATION INVERT SECT FP 1048.35 1057.00Q0 14 0.200 NT ND 4 IS A SYSTEM HEADWORKS Ge�• D�3•s '� U/S DATA STATION INVERT SECT W S ELEV 1048.35 1057.00 14 0.00 T ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING NING NO. 2 "• - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC Li 1 1 1 =NSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3.3"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B3.3 OFILE:113563.30 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 , rxxxxxxrrrrrrrxxxxrxxxrrrrrrxxrr rrrrxxxxrrrrrxrrrrrrrxxxxrrrrrxrxrrrrrrrxrrrrrrxxxxxrrrxrrxxrrrrrrxxxx rr rrrrrxxrrrrrrrxxxxxr 000.00 1053.25 3.270 1056.520 2.2 1.25 0.024 1056.544 0.00 0.560 1.50 0.00 0.00 0 0.00 , 22.90 0.07756 .000257 0.01 0.240 0.00 022.90 1055.03 1.500 1056.526 2.2 1.25 0.024 1056.550 0.00 0.560 1.50 0.00 0.00 0 0.00 1.76 0.07756 .000240 0.00 0.240 0.00 -024.66 1055.16 1.360 1056.523 2.2 1.31 0.026 1056.549 0.00 0.560 1.50 0.00 0.00 0 0.00 1.00 0.07756 .000235 0.00 0.240 0.00 ' '025.66 1055.24 1.280 1056.520 2.2 1.37 0.029 1056.549 0.00 0.560 1.50 0.00 0.00 0 0.00 0.83 0.07756 .000255 0.00 0.240 0.00 ' 1026.49 1055.31 1.213 1056.518 2.2 1.44 0.032 1056.550 0.00 0.560 1.50 0.00 0.00 0 0.00 0.71 0.07756 .000280 0.00 0.240 0.00 , 1027.20 1055.36 1.155 1056.515 2.2 1.51 0.035 1056.550 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 0.64 0.07756 .000311 0.00 0.240 0.00 1027.84 1055.41 1.102 1056.511 2.2 1.58 0.039 1056.550 0.00 0.560 1.50 0.00 0.00 0 0.00 0.57 0.07756 .000347 0.00 0.240 0.00 ' 1028.41 1055.45 1.054 1056.508 2.2 1.66 0.043 1056.551 0.00 0.560 1.50 0.00 0.00 0 0.00 0.39 0.07756 .000389 0.00 0.240 0.00 ' 1028.80 1055.48 1.010 1056.494 2.2 1.74 0.047 1056.541 0.00 0.560 1.50 0.00 0.00 0 0.00 DRAULIC JUMP 0.00 ' 1028.80 1055.48 0.273 1055.757 2.2 10.00 1.553 1057.310 0.00 0.560 1.50 0.00 0.00 0 0.00 ' 1.97 0.07756 .046233 0.09 0.240 0.00 1030.77 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 INSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING i STORM DRAIN LINE TEMECULA REGIONAL "LATERAL MALL B-3.3"- PARCEL MAP 28530 FILE:113583.3 OFILE:1135B3.30 (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 SO SF AVE HF NORM DEPTH ZR ILEM ttte++++rtrttt++ttt++++t+ttr+rrrrrrrrratt+tr++++ttt++tttt+++++++that+tttt++++tttttt++ttr+rtrrrrrttrr tr+ttt++ttttr++rr+++t++rrt 33.91 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 0.00 136.40 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 0.00 138.44 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 .026790 0.04 0.240 0.00 40.11 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 1041.52 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 0.02 0.240 0.00 .020470 42.71 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 13.72 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 0.00 144.58 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 0.07756 .013681 0.01 0.240 0.00 10.73 45.31 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 I0.63 0.07756 .011968 0.01 0.240 0.00 1045.94 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 6.46 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 1 i 0.07756 .009163 0.00 - 0.240 0.00 3NSEE: R.B.F. & ASSOC. - SAN DIEGO 0.423 F0515P PAGE 3 5.37 0.447 WATER SURFACE PROFILE LISTING 0.00 0.560 STORM DRAIN LINE "LATERAL B-3.3"- PARCEL MAP 28530 1.50 0.00 TEMECULA REGIONAL MALL .008019 0.00 0.240 FILE:1135B3.3 OFILE:113533.30 1056.92 0.438 iTION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV 0.31 HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER :LEM SO SF AVE HF NORM DEPTH ZR eflffflttffl/f'k4ififilfliillflfffflff!lff liill4f4if It ifff l4f lt4f lfftitf 444t4f414fl4yft4f14l4flfrffif iiiff iffi4f tiff i!!fillnnnf Y}♦ )46.91 1056.89 0.423 1057.311 2.2 5.37 0.447 1057.758 0.00 0.560 0.37 0.07756 1.50 0.00 0.00 .008019 0.00 0.240 )47.28 1056.92 0.438 1057.355 2.2 5.12 0.406 1057.761 0.00 0.560 0.31 0.07756 0.00 .007020 0.00 0.00 0.00 347.59 1056.94 0.453 1057.394 2.2 4.88 0.369 1057.763 0.00 0.560 0.25 0.07756 0 0.00 0.240 .006145 0.00 747.84 1056.96 0.469 1057.429 2.2 4.65 0.336 1057.765 0.00 0.560 0.18 0.07756 1.50 0.00 0.00 .005384 0.00 0.240 348.02 1056.97 0.486 1057.461 2.2 4.44 0.305 1057.766 0.00 0.560 0.15 0.07756 0.00 .004717 0.00 0.00 0.00 )48.17 1056.99 0.503 1057.489 2.2 4.23 0.278 1057.767 0.00 0.560 0.10 0.07756 .004133 0.00 )48.27 1056.99 0.521 1057.515 2.2 4.03 0.252 1057.767 0.00 0.560 0.07 0.07756 .003621 0.00 348.34 1057.00 0.539 1057.538 2.2 3.85 0.230 1057.768 0.00 0.560 0.01 0.07756 .003165 0.00 048.35 1057.00 0.560 1057.560 2.2 3.65 0.207 1057.767 0.00 0.560 -L ENTRANCE C .la>Q _ 3 s 348.35 1057.00 0.859 1057.859 2.2 0.37 0.002 1057.861 0.00 0.145 Z t�Q aF C-QOZze = I c f" I - 0.00 4.00 7.00 0.00 0 0.00 1.50 0.00 0.00 0 0.00 0.240 0.00 1.50 0.00 0.00 0 0.00 0.240 0.00 1.50 0.00 0.00 0 0.00 0.240 0.00 1.50 0.00 0.00 0 0.00 0.240 0.00 1.50 0.00 0.00 0 0.00 0.240 0.00 1.50 0.00 0.00 0 0.00 0.240 0.00 1.50 0.00 0.00 0 0.00 0.240 0.00 1.50 0.00 0.00 0 0.00 0.240 0.00 1.50 0.00 0.00 0 0.00 0.00 4.00 7.00 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 B-3.4"- PARCEL MAP 28530 ,DING LINE NO 2 IS - ' TEMECULA REGIONAL MALL �ING LINE NO 3 IS - FILE:113583.4 OFI LE:113583.40 I I 11 PAGE NO 3 3/ 3/1998 17:33 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 !D SECT CHN NO OF -AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) )E NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 7.00 0.00 0.00 0.00 RFPPP� F 0 5 1 5 P PAGE NO 2 RENT WATER SURFACE PROFILE - ELEMENT CARD LISTING 6-3 ' NO 1 IS A SYSTEM OUTLET10,' U/S DATA STATION INVERT SECT W S ELEV 1000.00 1054.51 3 1057.05 EMENT 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 ENT NO 3 IS A WALL ENTRANCE ' U/S DATA STATION INVERT SECT FP 1054.02 1057.00 14 0.200 ENT NO 4 IS A SYSTEM HEADWORKS C-6 C3 =3 U/S DATA STATION INVERT SECT W S ELEV 1054.02 1057.00 14 0.00 IT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING RNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV - DC 1 r - L J 1 \PAGE. ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3.4"- PARCEL MAP 28530 TEMECULA REGIONAL MALL ' FILE:1135B3.4 OFILE:1135B3.40 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 ' rrr ++xrrxrrwrrrnrrrrr rrrrrrrrrrr+r++xrxrrrxxrrwxxrrrrxxrrr.xrrrxrrxrrxx+r++++++xrrxrwrrrrrrrxrrxrrr rrrrrr++++++r+rr++++++xxrrr 00 0 1054.51 2.540 1057.050 5.0 2.83 0.124 1057.174 0.00 0.860 1.50 0.00 0.00 0 0.00 ' 23.24 0.04609 .001326 0.03 0.420 0.00 023.24 1055.58 1.500 1057.081 5.0 2.83 0.124 1057.205 0.00 0.860 1.50 0.00 0.00 0 0.00 , 1.17 0.04609 .001247 0.00 0.420 0.00 , 024.41 1055.63 1.458 1057.093 5.0 2.85 0.126 1057.219 0.00 0.860 1.50 0.00 0.00 0 0.00 RAULIC JUMP 0.00 ' 024.41 1055.63 0.480 1056.115 5.0 10.27 1.637 1057.752 0.00 0.860 1.50 0.00 0.00 0 0.00 4.83 0.04609 .025518 0.12 0.420 0.00 ' 029.24 1055.86 0.497 1056.355 5.0 9.77 1.481 1057.836 0.00 0.860 1.50 0.00 0.00 0 0.00 ' 4.91 0.04609 .022309 0.11 0.420 0.00 034.15 1056.08 0.515 1056.599 5.0 9.31 1.346 1057.945 0.00 0.860 1.50 0.00 0.00 0 0.00 3.93 0.04609 .019553 0.08 0.420 0.00 038.08 1056.27 0.533 1056.798 5.0 8.88 1.225 1058.023 0.00 0.860 1.50 0.00 0.00 0 0.00 , 3.18 0.04609 .017135 0.05 0.420 0.00 ' 041.26 1056.41 0.552 1056.964 5.0 8.46 1.111 1058.075 0.00 0.860 1.50 .0.00 0.00 0 0.00 2.62 0.04609 .015026 0.04 0.420 0.00 ' 043.88 1056.53 0.572 1057.104 5.0 8.06 1.010 1058.114 0.00 0.860 1.50 0.00 0.00 0 0.00 2.18 0.04609 0.03 0.420 0.00 ' .013177 046.06 1056.63 0.592 1057.225 5.0 7.69 0.919 1058.144 0.00 0.860 1.50 0.00 0.00 0 0.00 , 1.79 0.04609 .011561 0.02 0.420 0.00 047.85 1056.71 0.614 1057.329 5.0 7.33 0.835 1058.164 0.00 0.860 1.50 0.00 0.00 0 0.00 ' 1.47 0.04609 .010156 0.01 0.420 0.00 �ISEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3.411- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135133.4 OFILE:113563.40 ION 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 �EM trttrtttt+++++ttt+tttttttttttrttttttttttttttttrt+tt+tt+++r+++++t+++++++++++++++++r++++ttttttttrttttttt rtttr+trtrrrt+t+trrtrr+t 9.32 1056.78 0.637 1057.420 5.0 6.99 0.759 1058.179 0.00 0.860 1.50 0.00 0.00 0 0.00 1.24 0.04609 .008920 0.01 0.420 0.00 0.56 1056.84 0.660 1057.500 5.0 6.67 0.690 1058.190 0.00 0.860 1.50 0.00 0.00 0 0.00 0.99 0.04609 .007838 0.01 0.420 0.00 11.55 1056.89 0.685 1057.571 5.0 6.36 0.628 1058.199 0.00 0.860 1.50 0.00 0.00 0 0.00 ' 0.82 0.04609 .006892 0.01 0.420 0.00 052.37 1056.92 0.710 1057.634 5.0 6.06 0.570 1058.204 0.00 0.860 1.50 0.00 0.00 0 0.00 ' 0.62 0.04609 .006061 0.00 0.420 0.00 052.99 1056.95 0.737 1057.689 5.0 5.78 0.519 1058.208 0.00 0.860 1.50 0.00 0.00 0 0.00 ' 0.47 0.04609 0.00 0.420 .005336 0.00 3.46 1056.97 0.765 1057.739 5.0 5.51 0.472 1058.211 0.00 0.860 1.50 0.00 0.00 0 0.00 0.31 0.04609 .004702 0.00 0.420 0.00 3.77 1056.99 0.795 1057.783 5.0 -5.26 0.429 1058.212 0.00 0.860 1.50 0.00 0.00 0 0.00 0.19 0.04609 .004148 0.00 0.420 0.00 13.96 1057.00 0.826 1057.823 5.0 5.01 0.390 1058.213 0.00 0.860 1.50 0.00 0.00 0 0.00 ' 0.06 0.04609 .003654 0.00 0.420 0.00 054.02 1057.00 0.860 1057.860 5.0 4.77 0.353 1058.213 0.00 0.860 1.50 0.00 0.00 0 0.00 ' ENTRANCE G.6. �.3., 0.00 054.02 1057.00 1.379 1058.379 5.0 0.52 0.004 1058.383 0.00 0.251 4.00 7.00 0.00 0 0.00 `Z� O� C�f2.pcE = l Z16 1 -cep DING LINE NO 1 IS - DING LINE NO 2 IS - DING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL 8-3.5"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B3.5 DFILE:1135B3.50 PAGE NO 3 1 3/ 3/1998 E: 17:33 ' FCHANNEL WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE i SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 ' 5 4 2.50 6 4 3.00 7 4 3.50 ' 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 7.00 0.00 0.00 0.00 11 F 0 5 1 5 P NATER SURFACE PROFILE - ELEMENT CARD LISTING --HENT NO 1 IS A SYSTEM OUTLET'l-RF'. P,-3 U/S DATA STATION INVERT SECT 1000.00 1055.94 3 EMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 1020.34 1057.33 3 0.010 N S ELEV 1057.08 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 EMENT NO 3 IS A WALL ENTRANCE _ U/S DATA STATION INVERT SECT FP 1020.34 1057.333 14 0.200 EMENT NO 4 IS A p SYSTEM HEADVORKS C -e>, p -3, R) ` U/S DATA STATION INVERT SECT W S ELEV 1020.34 1057.33 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 'SEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL 8-3.5"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:113563.5 OFILE:1135B3.50 'ION 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 EM SO SF AVE HF NORM DEPTH ZR rrrrrrrrrr wxxxxrrrrrrrwwxrrrrrrrrrrrwwxxwrrrrwrrrxxrrrrrrrrrwxwrrrrxrrrrrrrwxxxrrrrrrrrrrwrwwrrrrxrrrrwrw rwwwwxxxrrrrrrrwww .00 1055.94 1.140 1057.080 0.4 0.28 0.001 1057.081 0.00 0.234 1.50 0.00 0.00 0 0.00 0.76 0.06834 .000011 0.00 0.100 0.00 10.76 1055.99 1.088 1057.080 0.4 0.29 0.001 1057.081 0.00 0.234 1.50 0.00 0.00 0 0.00 0.68 0.06834 .000011 0.00 0.100 0.00 11.44 0.00 0.234 1.50 0.00 0.00 0 0.00 1056.04 1.041 1057.080 0.4 0.31 0.001 1057.081 ' 0.63 0.06834 .000013 0.00 0.100 0.00 002.07 1056.08 0.998 1057.080 0.4 0.32 0.002 1057.082 0.00 0.234 1.50 0.00 0.00 0 0.00 ' 0.60 0.06834 .000015 0.00 0.100 0.00 002.67 1056.12 0.957 1057.079 0.4 0.34 0.002 1057.081 0.00 0.234 1.50 0.00 0.00 0 0.00 1 0.00 0.100 0.00 0.55 0.06834 .000017 13.22 1056.16 0.919 1057.079 0.4 0.35 0.002 1057.081 0.00 0.234 1.50 0.00 0.00 0 0.00 0.53 0.06834 .000019 0.00 0.100 0.00 13.75 1056.20 0.883 1057.079 0.4 0.37 0.002 1057.081 0.00 0.234 1.50 0.00 0.00 0 0.00 0.49 0.06834 .000022 0.00 0.100 0.00 14.24 1057.081 0.00 0.234 1.50 0.00 0.00 0 0.00 1056.23 0.849 1057.079 0.4 0.39 0.002 ' 0.47 0.06834 .000024 0.00 0.100 0.00 ,004.71 1056.26 0.817 1057.079 0.4 0.41 0.003 1057.082 0.00 0.234 1.50 0.00 0.00 0 0.00 ' 0.45 0.06834 .000027 0.00 0.100 0.00 1005.16 1056.29 0.786 1057.078 0.4 0.43 0.003 1057.081 0.00 0.234 1.50 0.00 0.00 0 0.00 0.100 0.00 0.42 0.06834 .000031 0.00 15.58 1056.32 0.757 1057.078 0.4 0.45 0.003 1057.081 0.00 0.234 1.50 0.00 0.00 0 0.00 0.40 0.06834 .000036 0.00 0.100 0.00 2 INSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE NATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3.5"- PARCEL MAP 28530 TEMECULA REGIONAL MALL ' FILE:1135B3.5 OFILE:113583.50 \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 , r{#!!!#tly4}t}f}!{iilk{4{kt{fffff!#lytf*#!{i!!}yy}f #{!!{i*ktt}#}}f lk4{tkfff{{!l14444}f!}#!{i!{ik}kt4t}}4{ik#{*ttff }i!!i*kkk4f *f} )05.98 1056.35 0.729 1057.078 0.4 0.47 0.003 1057.081 0.00 0.234 1.50 0.00 0.00 0 0.00 ' 0.38 0.06834 .000041 0.00 0.100 0.00 )06.36 1056.37 0.703 1057.077 0.4 0.49 0.004 1057.081 0.00 0.234 1.50 0.00 0.00 0 0.00 ' 0.37 0.06834 .000046 0.00 0.100 0.00 306.73 1056.40 0.677 1057.077 0.4 0.52 0.004 1057.081 0.00 0.234 1.50 0.00 0.00 0 0.00 0.35 0.06834 .000052 0.00 0.100 0.00 ' 007.08 1056.42 0.653 1057.077 0.4 0.54 0.005 1057.082 0.00 0.234 1.50 0.00 0.00 0 0.00 0.33 0.06834 .000059 0.00 0.100 0.00 ' 007.41 1056.45 0.630 1057.076 0.4 0.57 0.005 1057.081 0.00 0.234 1.50 0.00 0.00 0 0.00 0.31 0.06834 .000068 0.00 0.100 0.00 007.72 1056.47 0.608. 1057.076 0.4 0.60 0.006 1057.082 0.00 0:234 1.50 0.00 0.00 0 0.00 , 0.32 0.06834 .000077 0.00 0.100 0.00 008.04 1056.49 0.586 1057.075 0.4 0.62 0.006 1057.081 0.00 0.234 1.50 0.00 0.00 0 0.00 ' 0.28 0.06834 .000087 0.00 0.100 0.00 , 008.32 1056.51 0.566 1057.075 0.4 0.65 0.007 1057.082 0.00 0.234 1.50 0.00 0.00 0 0.00 0.29 0.06834 .000100 0.00 0.100 0.00 ' 008.61 1056.53 0.546 1057.074 0.4 0.69 0.007 1057.081 0.00 0.234 1.50 0.00 0.00 0 0.00 0.25 0.06834 .000113 0.00 0.100 0.00 ' '008.86 1056.55 0.528 1057.073 0.4 0.72 0.008 1057.081 0.00 0.234 1.50 0.00 0.00 0 0.00 , 0.27 0.06834 .000130 0.00 0.100 0.00 1009.13 1056.56 0.509 1057.073 0.4 0.75 0.009 1057.082 0.00 0.234 1.50 0.00 0.00 0 0.00 ' 0.23 0.06834 .000148 0.00 0.100 0.00 ISEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING , STORM DRAIN LINE "LATERAL B-3.5"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:113553.5 OFILE:1135B3.50 ION 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 SO SF AVE HF NORM DEPTH 2R , �EM rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rr rrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrr rr rrrrr rr 9.36 1056.58 0.492 1057.072 0.4 0.79 0.010 1057.082 0.00 0.234 1-50 0.00 0.00 0 0.00 0.24 0.06834 .000169 0.00 0.100 0.00 9.60 1056.60 0.475 1057.071 0.4 0.83 0.011 1057-082 0.00 0.234 1.50 0.00 0.00 0 0.00 0.22 0.06834 .000193 0-00 0.100 0.00 19-82 1056.61 0.459 1057.070 0.4 0-87 0.012 1057.082 0.00 0.234 1.50 0.00 0.00 0 0-00 0.20 0.06834 .000220 0-00 0.100 0.00 0.02 1056-62 0-444 1057.069 0.4 0.91 0.013 1057.082 0.00 0.234 1.50 O.OD 0.00 0 0.00 ' 0.20 0.06834 .000252 0-00 0.100 0.00 010.22 1056.64 0.429 1057.067 0.4 0-96 0.014 1057.081 0.00 0-234 1.50 0.00 0.00 0 0.00 0.20 0.06834 0-00 0.100 0.00 -000288 0.42 1056.65 0-414 1057.066 0.4 1-01 0.016 1057.082 0.00 0-234 1.50 0-00 0-00 0 0.00 0.07 0.06834 .000330 0.00 0.100 0.00 ,0.49 1056-66 0.400 1057.057 0.4 1-06 0.017 1057.074 0.00 0.234 1.50 0.00 0.00 0 0.00 RAULIC JUMP 0-00 10.49 1056.66 0.117 1056.774 0.4 6.25 0.607 1057.381 0.00 0-234 1.50 0-00 0-00 0 0.00 0.74 0.06834 .051996 0.04 0.100 0.00 1.23 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 0.00 013.17 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 4.58 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 1 ' ' INSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 4 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-3.5"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:113583.5 OFILE:1135B3.50 1TION 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 50 SF AVE HF WORM DEPTH 1 .rxrrrxxrxrrrrrrrrxrrrrrrrrrrrrrxxrrrrrrxrrrrrr rrrrrrrrrrrrrrrrrxrrrrrrrrrrr rrrrrrrrxrrrrrrxrrxrxrrxrrxrrr rrrrrrr .r.Rr rrrxrrrrrr 715.66 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 )16.50 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 ' 717.20 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 ' 717.77 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 ' 718.24 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 0.00 718.65 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 ' 019.71 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 ,SEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 5 NATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL 8-3.5"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:113583.5 0FILE:113583.50 'ION INVERT DEPTH N.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 ZR 'EM rrrrarrrrrrrrxxxrrrxxrrrrrrrrrraaaaaaarraarararrrrrrrraaaarar rrxrrrrrrraaaaaaarararrrrrrrrraraaaraaarrrxrrrrrrrarraaaaaararrrr 0.01 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 0.12 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 10.20 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 0.00 020.26 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 0.05 0.06834 .004424 0.00 0.100 0.00 020.31 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 10.03 0.06834 .003860 0.00 0.100 0.00 '0.34 1057.33 0.225 1057.555 0.4 2.40 0.089 1057.644 0.00 0.234 1.50 0.00 0.00 0 0.00 0.00 0.06834 .003343 0.00 0.100 0.00 ,0.34 1057.33 0.234 1057.564 0.4 2.27 0.080 1057.644 0.00- 0.234 1.50 0.00 0.00 0 0.00 LL ENTRANCE C _ 3. 0.00 10.34 1057.33 0.350 1057.680 0.4 0.16 0.000 1057.680 0.00 0.047 4.00 7.00 0.00 0 0.00 DING LINE NO 1 IS - DING LINE NO 2 IS - DING LINE NO 3 IS - 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:113584 OFILE:1135B40 0 PAGE NO 3 ' 3/ 3/1998 18:13 F PATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 ' 2 4 1.25 3 4 1.50 4 4 2.00 ' 5 4 2.50 6 4 3.00 7 4 3.50 ' 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 '12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 1 LJ F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING : Atyt * B EMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1000.00 1049.74 3 1053.83 EMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1071.12 1056.85 3 0.010 0.00 0.00 0.00 0 EMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1071.12 1056.85 14 0.500 EMENT NO 4 IS A JUNCTION�� (:r)-4 U/S DATA TATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1072.62 1057.18 14 8 0 0.015 2.3 0.0 1057.01 0.00 90.00 0.00 EMENT NO 5 IS A REACH * ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1074.12 1057.51 14 0.015 0.00 0.00 0.00 0 EMENT NO 6 1S A WALL EXIT U/S DATA STATION INVERT SECT 1074.12 1057.51 1 EMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE AND PT MAN H 1183.41 1058.25 1 0.010 0.00 0.00 0.00 0 EMENT NO 8 IS A SYSTEM HEADWOR&Q.C�- - C>2JZ'ih% U/S DATA STATION INVERT SECT W S ELEV 1183.41 1058.25 1 0.00 EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING 'DARNING NO. 2 '* - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV - DC IsEE: 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:1135840 'ION INVERT DEPTH W. S. 0 VEL VEL ENERGY SUPER CRITICAL 0.00 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH ,EM 50 SF AVE NORM `DEPTH HF ----------------- T _ 101 L i.� kl2 0.00 1049.74 04.090 1053.830 23.51 0.09997 1 3.51 1052.09 1.785 1053.876 j■■�ULIC JUMP 7[3.51 1052.09 0.355 1052.446 0.20 0.09997 333.71 1053.11 0.367 1053.477 7.25 0.09997 (0.96 1053.84 0.380 1054.215 5.38 0.09997 6.34 1054.37 0.393 1054.766 4.18 0.09997 ,0.52 1054.79 0.407 1055.198 3.37 0.09997 3.89 1055.13 0.421 1055.549 '2.77 0.09997 056.66 1055.40 0.436 1055.841 2.33 0.09997 8.99 1055.64 0.451 1056.088 1.95 0.09997 0.94 1055.83 0.467 1056.300 1.68 0.09997 4.7 2.66 0.110 1053.940 0.00 0.833 .001185 0.03 0.330 4.7 2.66 0.110 1053.986 0.00 0.833 4.7 14.69 3.350 1055.796 0.00 0.833 0.00 .073249 0.75 1.50 0.00 4.7 13.99 3.038 1056.515 0.00 0.833 .063749 0.46 0.00 0 4.7 13.31 2.753 1056.968 0.00 0.833 1.50 0.00 .055774 0.30 0.00 4.7 12.70 2.506 1057.272 0.00 0.833 0.00 0 .048803 0.20 0.00 4.7 12.11 2.278 1057.476 0.00 0.833 0.00 .042714 0.14 4.7 11.55 2.071 1057.620 0.00 0.833 0.00 .037387 0.10 1.50 0.00 4.7 11.01 1.881 1057.722 0.00 0.833 .032729 0.08 0.00 0 4.7 10.49 1.709 1057.797 0.00 0.833 1.50 0.00 .028653 0.06 0.00 4.7 10.02 1.559 1057.859 0.00 0.833 .025087 0.04 0.330 0.330 0.330 0.330 0.330 0.330 0.330 PAGE 1 HGT/ BASE/ 2L NO AVBPR DIA ID NO. PIER 2R 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 0.330 0.00 , :NSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-4"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:113584 OFILE:1135840 %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 ELEM SO - SF AVE HF NORM DEPTH ZR , •wwrrrrrrrxxxrxxrrrrrrrrxxrxxxxrrxrrrrrrrrrrrrrrxxxxxwrrrwrrrrrrrrxrrxrxwwwwwrrrrrrrrrrrxxrxxxrrrrrrwwrrrrrrrrrrrxrxxxxxrrrwwrrw )62.62 1056.00 0.483 1056.483 4.7 9.55 1.417 1057.900 0.00 0.833 1.50 0.00 0.00 0 0.00 ' 1.43 0.09997 .021965 0.03 0.330 0.00 064.05 1056.14 0.500 1056.643 4.7 9.11 1.288 1057.931 0.00 0.833 1.50 0.00 0.00 0 0.00 , 1.23 0.09997 .019248 0.02 0.330 0.00 ' 065.28 1056.27 0.518 1056.784 4.7 8.67 1.168 1057.952 0.00 0.833 1.50 0.00 0.00 0 0.00 1.06 0.09997 .016867 0.02 0.330 0.00 ' 066.34 1056.37 0.536 1056.908 4.7 8.27 1.063 1057.971 0.00 0.833 1.50 0.00 0.00 0 0.00 0.91 0.09997 .014780 0.01 0.330 0.00 , 067.25 1056.46 0.555 1057.018 4.7 7.89 0.966 1057.984 0.00 0.833 1.50 0.00 0.00 0 0.00 t 0.78 0.09997 .012960 0.01 0.330 0.00 068.03 1056.54 0.575 1057.116 4.7 7.52 0.878 1057.994 0.00 0.833 1.50 0.00 0.00 0 0.00 t 0.66 0.09997 .011371 0.01 0.330 0.00 068.69 1056.61 0.596 1057.203 4.7 7.18 0.800 1058.003 0.00 0.833 1.50 0.00 0.00 0 0.00 ' 0.57 0.09997 .009982 0.01 - 0.330 0.00 , 069.26 1056.66 0.618 1057.282 4.7 6.84 0.727 1058.009 0.00 0.833 1.50 0.00 0.00 0 0.00 0.47 0.09997 .008768 0.00 0.330 0.00 ' 069.73 1056.71 0.641 1057.352 4.7 6.52 0.660 1058.012 0.00 0.833 1.50 0.00 0.00 0 0.00 ,0.40 0.09997 .007700 0.00 0.330 0.00 t 070.13 1056.75 0.664 1057.415 4.7 6.22 0.600 1058.015 0.00 0.833 1.50 0.00 0.00 0 0.00 ' 0.32 0.09997 .006765 0.00 0.330 0.00 070.45 1056.78 0.689 1057.472 4.7 5.93 0.545 1058.017 MO 0.833 1.50 0.00 0.00 0 0.00 , 0.25 0.09997 .005951 0.00 0.330 0.00 INSEE: 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 PAGE 3 TION 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 LEM SD SF AVE HF NORM DEPTH ZR wrwwrwrwwwwwwwwwwwrwwwrwwrwrrwrwwwrrwrwwwwrrrwrrwwwrwwrrwwwwrwrrwwwwwwwwwwwwwwww+wwwwwrwwwwwwwwrwwwwwww+rrwwwww+rwwrwrwwwwwwwrr 70.70 1056.81 0.715 1057.523 4.7 5.65 0.496 1058.019 0.00 0.833 1.50 0.00 0.00 0 0.00 0.19 0.09997 .005236 0.00 0.330 0.00 70.89 1056.83 0.742 1057,.569 4.7 5.39 0.451 1058.020 0.00 0.833 1.50 0.00 0.00 0 0.00 0.13 0.09997 .004609 0.00 0.330 0.00 171.02 1056.84 0.770 1057.610 4.7 5.14 0.410 1058.020 0.00 0.833 1.50 0.00 0.00 0 0.00 0.08 0.09997 .004061 0.00 0.330 0.00 71.10 1056.85 0.800 1057.648 4.7 4.90 0.373 1058.021 0.00 0.833 1.50 0.00 0.00 0 0.00 ' 0.02 0.09997 .003576 0.00 0.330 0.00 1071.12 1056.85 0.833 1057.683 4.7 4.66 0.338 1058.021 0.00 0.833 1.50 0.00 0.00 0 0.00 'L ENTRANCE 0.00 1056.85 1.310 1058.160 4.7 0.90 0.012 1058.172 0.00 0.350 4.00 4.00 0.00 0 0.00 171.12 VCT STR 0.22000 5 Ge> �)- A- .000087 0.00 0.00 72.62 1057.18 0.998 1058.178 2.4 0.60 0.006 1058.184 0.00 0.224 4.00 4.00 0.00 0 0.00 -T OFC�Qp.�= It(.I.Oo 0.21 0.22000 .000068 0.00 0.071 0.00 172.83 1057.23 0.952 1058.178 2.4 0.63 0.006 1058.184 0.00 0.224 4.00 4.00 0.00 0 0.00 ' 0.20 0.22000 .000078 0.00 0.071 0.00 1073.03 1057.27 0.908 1058.178 2.4 0.66 0.007 1058.185 0.00 0.224 4.00. 4.00 0.00 0 0.00 ' 0.19 0.22000 .000090 0.00 0.071 0.00 1073.22 1057.31 0.865 1058.176 2.4 0.69 0.007 1058.183 0.00 0.224 4.00 4.00 0.00 0 0.00 ' 0.18 0.22000 .000103 0.00 0.071 0.00 73.40 1057.35 0.825 1058.176 2.4 0.73 0.008 1058.184 0.00 0.224 4.00 4.00 0.00 0 0.00 0.17 0.22000 .000119 0.00 0.071 0.00 , :'INSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 4 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-4"- PARCEL MAP 28530 , TEMECULA REGIONAL MALL FILE:113564 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 ' rsssssssrrrrrrxxxrxxssrssrsrrrrrrx rxxxxrxrsxxrxsxxxrssxssrsssrsssssrsssrssrsrrsrrsrrrrrrrxrrxrxxxxssrssrssrrrsrrrrrrrrxxrxrxxxxxs 1073.57 1057.39 0.787 1058.175 2.4 0.76 0.009 1058.184 0.00 0.224 4.00 4.00 0.00 0 0.00 t 0.16 0.22000 .000137 0.00 0.071 0.00 1073.73 1057.42 0.750 1058.174 2.4 0.80 0.010 1058.184 0.00 0.224 4.00 4.00 0.00 0 0.00 , 0.15 0.22000 .000157 0.00 0.071 0.00 ' 1073.88 1057.46 0.715 1058.173 2.4 0.84 0.011 1058.184 0.00 0.224 4.00 4.00 0.00 0 0.00 0.15 0.22000 .000181 0.00 0.071 0.00 , i074.03 1057.49 0.682 1058.172 2.4 0.88 0.012 1058.184 0.00 0.224 4.00 4.00 0.00 0 0.00 0.09 0.22000 0.00 0.071 0.00 ' .000204 1074.12 1057.51 0.662 1058.172 2.4 0.91 0.013 1058.185 0.00 0.224 4.00 4.00 0.00 0 0.00 ' '074.12 1057.51 0.093 1057.603 2.4 6.45 0.646 1058.249 0.00 0.224 4.00 4.00 0.00 0 0.00 ALL EXIT 0.00 074.12 1057.51 0.572 1058.082 2.4 5.17 0.415 1058.497 0.00 0.663 1.00 0.00 0.00 0 0.00 86.83 0.00677 0.58 0.570 0.00 ' .006655 160.95 1058.10 0.586 1058.684 2.4 5.02 0.391 1059.075 0.00 0.663 1.00 0.00 0.00 0 0.00 , 16.85 0.00677 .006027 0.10 0.570 0.00 1177.80 1058.21 0.609 1058.821 2.4 4.78 0.355 1059.176 0.00 0.663 1.00 0.00 0.00 0 0.00 ' 4.39 0.00677 .005337 0.02 0.570 0.00 182.19 1058.24 0.635 1058.877 2.4 4.56 0.323 1059.200 , 0.00 0.663 1.00 0.00 0.00 0 0.00 1.2 0.00677 �t, .004727 0.01 0.570 0.00 ' 183.4 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 t F 0 5 1 5 P ' NATER SURFACE PROFILE - TITLE CARD LISTING DING LINE NO 1 1S - ' STORM DRAIN LINE "LATERAL B-5"- PARCEL MAP 28530 .DING LINE NO 2 IS - ' TEMECULA REGIONAL MALL �ING LINE NO 3 IS - FILE:113565 OFILE:1135650 1 1 1 1 PAGE NO 3 -E: 3/ 3/1998 1E: 18:13 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ,RD SECT CNN NO OF AVE PIER HEIGHT 1 BASE 2L 2R INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) )DE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 i 7 4 3.50 i 8 4 4.00 i 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 1 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 IF 0 5 1 5 P PAGE NO 2 W S ELEV 1053.96 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ENT NO 4 IS A SYSTEM HEADWORKS C . 0. V-5 * U/S DATA STATION INVERT SECT W S ELEV 1100.00 1057.00 14 0.00 �IT ERRORS ENCDUNTERED-COMPUTATION IS NOW BEGINNING RNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 1 C 1 1 1 WATER SURFACE PROFILE - ELEMENT CARD LISTING ENT NO 1 IS A SYSTEM OUTLET `�' _ �� & * * U/S DATA STATION INVERT SECT ' 1000.00 1049.54 3 EMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N ' 1100.00 1057.00 3 0.010 ENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1100.00 1057-00 14 0.500 W S ELEV 1053.96 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ENT NO 4 IS A SYSTEM HEADWORKS C . 0. V-5 * U/S DATA STATION INVERT SECT W S ELEV 1100.00 1057.00 14 0.00 �IT ERRORS ENCDUNTERED-COMPUTATION IS NOW BEGINNING RNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 1 C 1 1 1 ' ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-5"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B5 OFILE:1135850 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 E/\L'1EEMMV�''�\7 SO SF AVE HF NORM DEPTH ZR ' rte/ rrr+rr+rrrrr+rrr+ww+rwwwrrr+++++r++rrrrrrrrrrrrrwrw+rrwwrrrrrwwrrr+rr++r+++++r+rr+r+rrrr++rrwrr++r++r+++++rr+rrrrr+rw+rrrr 000.00 1049.54 4..4420 1053.960 2.5 1.41 0.031 1053.991 0.00 0.599 1.50 0.00 0.00 0 0.00 ' 39.32 0.07460 .000331 0.01 0.260 0.00 039.32 1052.47 1.500 1053.973 2.5 1.41 0.031 1054.004 0.00 0.599 1.50 0.00 0.00 0 0.00 ' 1.83 0.07460 .000311 0.00 0.260 0.00 ' 041.15 1052.61 1.360 1053.970 2.5 1.48 0.034 1054.004 0.00 0.599 1.50 0.00 0.00 0 0.00 1.03 0.07460 .000304 0.00 0.260 0.00 ' 042.18 1052.69 1.280 1053.966 2.5 1.56 0.038 1054.004 0.00 0.599 1.50 0.00 0.00 0 0.00 0.85 0.07460 .000329 0.00 0.260 0.00 ' 043.03 1052.75 1.213 1053.963 2.5 1.63 0.041 1054.004 0.00 0.599 1.50 0.00 0.00 0 0.00 0.40 0.07460 .000362 0.00 0.260 0.00 043.43 1052.78 1.155 1053.935 2.5 1.71 0.046 1053.981 0.00 0.599 1.50 0.00 0.00 0 0.00 ' RAULIC JUMP 0.00 043.43 1052.78 0.263 1053.043 2.5 12.02 2.243 1055.286 0.00 0.599 1.50 0.00 0.00 0 0.00 ' 12.38 0.07460 .069411 0.86 0.260 0.00 ' 055.81 1053.70 0.272 1053.976 2.5 11.36 2.005 1055.981 0.00 0.599 1.50 0.00 0.00 0 0.00 11.96 0.07460 .060138 0.72 0.260 0.00 ' 067.77 1054.60 0.282 1054.878 2.5 10.87 1.835 1056.713 0.00 0.599 1.50 0.00 0.00 0 0.00 7.14 0.07460 0.38 0.260 t .052565 0.00 074.91 1055.13 0.291 1055.419 2.5 10.33 1.657 1057.076 0.00 0.599 1.50 0.00 0.00 0 0.00 ' 4.92 0.07460 .045902 0.23 0.260 0.00 079.83 1055.49 0.301 1055.796 2.5 9.88 1.516 1057.312 0.00 0.599 1.50 0.00 0.00 0 0.00 ' 3.70 0.07460 .040108 0.15 0.260 0.00 'SEE: 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:113585 OFILE:1135850 'ION 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 *Ma SO SF AVE HF NORM DEPTH ZR •ra aar aarrrrrrrar rrraararrrrrrrr rrrr rrrrrrrr+rrrrraarrraaaaaaraaaaa rrrraa rraraaaaaaaaaaaa ra aarraaaaaa aaarrrrrarrrraaaaarraa 3.53 1055.77 0.311 1056.082 2.5 9.40 1.372 1057.454 0.00 0.599 1.50 0.00 0.00 0 0.00 2.88 0.07460 .035057 0.10 0.260 0.00 6.41 1 1055.99 0.322 1056.308 2.5 8.96 1.247 1057.555 0.00 0.599 1.50 0.00 0.00 0 0.00 2.33 0.07460 .030658 0.07 0.260 0.00 18.74 1056.16 0.333 1056.493 2.5 1.138 1057.631 0.00 0.599 1.50 8.56 0.00 0.00 0 0.00 1.93 0.07460 .026791 0.05 0.260 0.00 390.67 1056.30 0.344 1056.648 2.5 8.14 1.030 1057.678 0.00 0.599 1.50 0.00 0.00 0 0.00- 1.60 0.07460 .023417 0.04 0.260 0.00 392.27 1056.42 0.356 1056.779 2.5 7.76 0.936 1057.715 0.00 0.599 1.50 0.00 0.00 0 0.00 11.36 0.07460 0.03 0.260 0.00 .020476 3.63 1056.53 0.368 1056.893 2.5 7.42 0.855 1057.748 0.00 0.599 1.50 0.00 0.00 0 0.00 1.14 0.07460 .017908 0.02 0.260 0.00 t.77 1056.61 0.381 1056.991 2.5 7.06 0.774 1057.765 0.00 0.599 1.50 0.00 0.00 0 0.00 0.97 0.07460 .015667 0.02 0.260 0.00 15.74 1056.68 0.394 1057.076 2.5 6.74 0.705 1057.781 0.00 0.599 1.50 0.00 0.00 0 0.00 0.83 0.07460 .013708 0.01 0.260 0.00 396.57 1056.74 0.408 1057.152 2.5 6.43 0.641 1057.793 0.00 0.599 1.50 0.00 0.00 0 0.00 0.70 1 0.07460 .011997 0.01 0.260 0.00 397.27 1056.80 0.422 1057.219 2.5 6.13 0.583 1057.802 0.00 0.599 1.50 0.00 0.00 0 0.00 10.61 0.07460 .010492 0.01 0.260 0.00 17.88 1056.84 0.436 1057.278 2.5 5.84 0.530 1057.808 0.00 0.599 1.50 0.00 0.00 0 0.00 0.49 0.07460 .009183 0.00 0.260 0.00 ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-5"- PARCEL MAP 28530 TEMECULA REGIONAL MALL ' FILE:113585 OFILE:1135850 4TION 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 ' rzzrr+rrrrzx»zzrrrr+rr+rrrxxrrwzrr rrrrrrrrrxrzzwrrrrrrrrrrxxrwzzrrr rr r+z+zzzrrrrrrrr+xzxzxzrrrrr+rrr++rzzzzrrrrrrrr+xzz+zzxrrrr 098.37 1056.88 0.452 1057.331 2.5 5.57 0.481 1057.812 0.00 0.599 1.50 0.00 0.00 0 0.00 ' 0.44 0.07460 .008040 0.00 0.260 0.00 098.81 1056.91 0.467 1057.378 2.5 5.31 0.437 1057.815 0.00 0.599 1.50 0.00 0.00 0 0.00 ' 0.33 0.07460 .007039 0.00 0.260 0.00 099.14 1056.94 0.484 1057.420 2.5 5.06 0.398 1057.818 0.00 0.599 1.50 0.00 0.00 0 0.00 , 0.28 0.07460 .006168 0.00 0.260 0.00 , 099.42 1056.96 0.501 1057.458 2.5 - 4.83 0.362 1057.820 0.00 0.599 1.50 0.00 0.00 0 0.00 0.22 0.07460 .005404 0.00 0.260 0.00 , 099.64 1056.97 0.519 1057.492 2.5 4.60 0.329 1057.821 0.00 0.599 1.50 0.00 0.00 0 0.00 10.17 0.07460 .004736 0.00 0.260 0.00 , 099.81 1056.99 0.537 1057.523 2.5 4.39 0.299 1057.822 0.00 0.599 1.50 0.00 0.00 0 0.00 ' 0.10 0.07460 .004152 0.00 0.260 0.00 099.91 1056.99 0.557 1057.550 2.5 4.19 0.272 1057.822 0.00 0.599 1.50 0.00 0.00 0 0.00 , 0.07 0.07460 .003644 0.00 0.260 0.00 ' 099.98 1057.00 0.577 1057.575 2.5 3.99 0.247 1057.822 0.00 0.599 1.50 0.00 0.00 0 0.00 0.02 0.07460 .003187 0.00 0.260 0.00 , :100.00 1057.00 0.599 1057.599 2.5 3.79 0.223 1057.822 0.00 0.599 1.50 0.00 0.00 0 0.00 ENTRANCE 0.00 ' iLL C, e;._ 6-S 1100.00 1057.00 0.912 1057.912 2.5 0.69 0.007 1057.919 0.00 0.230 4.00 4.00 0.00 0 0.00 1 ' F 0 5 1 5 P �ING WATER SURFACE PROFILE - TITLE CARD LISTING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B-6"- PARCEL MAP 28530 1DING LINE NO 2 IS - ' TEMECULA REGIONAL MALL �ING LINE NO 3 IS - FI LE :113586 OFILE:1135B60 1 J r-+ PAGE NO 3 .: 3/ 3/1998 18:13 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ZD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) )E NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 8.11 4.OD 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 ENT NO 6 IS A WALL EXIT U/S DATA STATION INVERT SECT ' 1078.05 1053.39 1 EMENT 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 ENT NO 8 IS A SYSTEM HEADWORKS <nzvt� U/S DATA STATION INVERT SECT W S ELEV 1173.74 1058.25 1 0.00 DIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING �RNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 11 NATER SURFACE PROFILE - ELEMENT CARD LISTING . ENT NO 1 IS A SYSTEM OUTLET l IJ 1 N c$ U U/S DATA STATION INVERT SECT N S ELEV ' 1000.00 1049.97 3 1054.38 .EMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1075.05 1052.83 3 0.010 0.00 0.00 0.00 0 ENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1075.05 1052.83 14 0.500 ENT NO 4 IS A JUNCTION s (Lkls (S -(a U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1076.55 1053.11 14 8 0 0.015 3.9 0.0 1053.11 0.00 90.00 0.00 IENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1078.05 1053.39 14 0.015 0.00 0.00 0.00 0 ENT NO 6 IS A WALL EXIT U/S DATA STATION INVERT SECT ' 1078.05 1053.39 1 EMENT 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 ENT NO 8 IS A SYSTEM HEADWORKS <nzvt� U/S DATA STATION INVERT SECT W S ELEV 1173.74 1058.25 1 0.00 DIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING �RNING 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. & ASSOC. - SAN DIEGO F0515P 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 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH 'ELEM SO.. . SF AVE HF. .. +++++ NORM DEPTH 000.00 1049.97 4.410 1054.380 6.3 3.57 0.197 1054.577 0.00 0.970 75.05 0.03811 .002128 0.16 0.500 075.05 1052.83 1.710 1054.540 6.3 3.57 0.197 1054.737 0.00 0.970 tLL ENTRANCE 1075.05 1052.83 2.088 1054.918 6.3 0.75 0.009 1054.927 0.00 0.426 PAGE 1 1CT STR 0.18667 Cb 6-11 8 .000034 0.00 HGT/ BASE/ ZL 1076.55 1053.11 1.823 1054.933 2.4 0.33 0.002 1054.935 0.00 0.224 ZR VQ CA,- 061. 1.50 0.45 0.18667 0 0.00 , .000012 0.00 0.080 1077.00 1053.19 1.738 1054.933 2.4 0.35 0.002 1054.935 0.00 0.224 0.44 0.18667 4.00 0.00 0 0.00 .000014 0.00 0.00 0.080 '077.44 1053.28 1.658 1054.933 2.4 0.36 0.002 1054.935 0.00 0.224 0.00 0.41 0.18667 ' 8.11 4.00 0.00 .000016 0.00 _ 0.080 1077.85 1053.35 1.580 1054.932 2.4 0.38 0.002 1054.934 0.00 0.224 8.11 0.20 0.18667 0 0.00 ' .000018 0.00 0.080 1078.05 1053.39 1.543 1054.933 2.4 0.39 0.002 1054.935 0.00 0.224 1LL EXIT ' 8.11 4.00 0.00 0 1078.05 1053.39 1.543 1054.933 2.4 3.06 0.145 1055.078 0.00 0.663 0.00 5.64 0.05079 0.00 .002685 0.02 , 0.320 1083.69 1053.68 1.272 1054.949 2.4 3.06 0.145 1055.094 0.00 0.663 )RAULIC JUMP 1.00 0.00 0.00 0 0.00 , 1083.69 1053.68 0.326 1054.003 2.4 10.81 1.815 1055.818 0.00 0.663 40.94 0.05079 .047450 1.94 0.320 PAGE 1 HGT/ BASE/ ZL NO AVBPR ' DIA ID NO. PIER ZR ' rxrrrrrrrrrrrrrrrrrrrxrxxxxrx 1.50 0.00 0.00 0 0.00 , 0.00 1.50 0.00 0.00 0 0.00 , 0.00 8.11 4.00 0.00 0 0.00 ' 0.00 ' 8.11 4.00 0.00 0 0.00 0.00 ' 8.11 4.00 0.00 0 0.00 , 0.00 8.11 4.00 0.00 0 0.00 ' 0.00 8.11 4.00 0.00 0 0.00 , 0.00 ' 8.11 4.00 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 'SEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-6"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B6 OFILE:1135B60 'ION INVERT DEPTH W.S. 0 VEL VEL, ENERGY SUPER CRITICAL 1.00 0.00 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH 0.00 0.00 SO 0.00 0.00 SF AVE HF 1.00 0.00 NORM DEPTH 'EM rrrrrrrrrrrrxxrrrrrrxxxr:rrrxrr.rrrrrrrrxxrrrxxrrrxrrrrr.rrrrrrxxxrrrrrrrrrrxrrxrxxxrrrrrrr.rrr. 0.00 0.00 1.00 0.00 0.00 4.63 1055.76 0.338 1056.094 2.4 10.26 1.633 1057.727 0.00 0.663 0 14.41 0.05079 0.00 .041322 0.60 0.00 0 0.320 9.04 1 1056.49 0.350 1056.838 2.4 9.80 1.490 1058.328 0.00 0.663 8.43 0.05079 1.00 0.00 .036200 0.31 0.00 0.320 17.47 1056.92 0.362 1057.278 2.4 9.34 1.354 1058.632 0.00 0.663 '5.71 0.05079 .031753 0.18 0.320 153.18 1057.21 0.376 1057.582 2.4 8.89 1.227 1058.809 0.00 0.663 4.30 0.05079 .027866 0.12 0.320 157.48 1057.42 0.389 1057.813 2.4 8.48 1.117 1058.930 0.00 0.663 13.32 0.08 0.320 0.05079 .024432 0.80 1057.59 0.403 1057.996 2.4 8.08 1.014 1059.010 0.00 0.663 2.63 0.05079 .021449 0.06 0.320 13.43 1057.73 0.418 1058.144 2.4 7.72 0.925 1059.069 0.00- 0.663 2.15 0.05079 .018834 0.04 0.320 15.58 1057.84 0.433 1058.269 2.4 7.34 0.836 1059.105 0.00 0.663 ' 1.76 0.05079 .016540 0.03 0.320 167.34 1057.92 0.449 1058.374 2.4 7.00 0.760 1059.134 0.00 0.663 '1.44 0.05079 .014542 0.02 0.320 168.78 1058.00 0.466 1058.464 2.4 6.69 0.694 1059.158 0.00 0.663 ' 1.18 0.05079 0.02 0.320 .012797 9.96 1058.06 0.484 1058.542 2.4 6.37 0.629 1059.171 0.00 0.663 1.00 0.05079 .011264 0.01 0.320 PAGE 2 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER xxrxxxxxrrrrrr.rrRrxr xr xr rrxr 1.00 0.00 0.00 0 0.00 exdll 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 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 ND. PIER ELEM 50 - SF AVE HF NORM DEPTH ZR rxexxxrrrrrrrrrrrrxxrr rrrr.rrrrrrrrrrrrrrrrr..rr..xrrrrrrrrrrr.rr.rrrr.r...xxxrrrxrrr.rrr rr.r.rxrrxrrrr.r......rrrxrrx xxr.rrr.xr 170.96 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 0.00 171.76 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 0.63 0.05079 .008743 0.01 0.320 0.00 172.39 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 0.00 172.90 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 .006816 0.00 0.320 0.00 173.27 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 0.0 .05079(�� .004727 0.00 0.320 0.00 1�pigr �(Jla C-.O�J�-CCS.�I'J 173.7 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 ' WATER SURFACE PROFILE - TITLE CARD LISTING .DING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B-7"- PARCEL MAP 28530 .DING LINE NO 2 IS - ' TEMECULA REGIONAL MALL 'ING LINE NO 3 IS - FILE:113587 OFILE:1135870 1 H PAGE NO 3 : 3/ 3/1998 :: 18:14 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 D SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) E NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 ImENT NATER SURFACE PROFILE - ELEMENT CARD LISTING l0J--`1 i�-,I NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1050.68 3 1055.59 EMENT 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 NO 3 IS A WALL ENTRANCE �MENT U/S DATA STATION INVERT SECT FP 1034.64 1057.00 14 0.500 ENT NO 4 IS A SYSTEM HEADWORKS C (Oj 0 -1 U/S DATA STATION INVERT SECT W S ELEV 1034.64 1057.00 14 0.00 ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING �IT RNING NO. 2 `• - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV t DC 1] 1 :ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-7"- PARCEL MAP 28530 TEMECULA REGIONAL MALL ' FILE:113587 OFILE:1135670 iATION 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 ' rrxx rrrxrrrrrrxw««««rrrrrrrr»rxrrrrrrrrrrrrrrrrrrrrrwrrrww rwwwwwwwwxwwww«w«w xwwwxr««xrrxrrrrrrrrrrrrrr rx rrrwrxxrrw«www«wr«r«r B3 1000. 1050.68 4.910 1055.590 6.5 3.68 0.210 1055.800 0.00 0.986 1.50 0.00 0.00 0 0.00 ' 15.32 0.18245 .002266 0.03 0.330 0.00 1015.32 1053.48 2.151 1055.627 6.5 3.68 0.210 1055.837 0.00 0.986 1.50 0.00 0.00 0 0.00 ' )RAULIC JUMP - 0.00 1015.32 1053.48 0.430 1053.906 6.5 15.51 3.737 1057.643 0.00 0.986 1.50 0.00 0.00 0 0.00 1.94 0.18245 .067674 0.13 0.330 0.00 ' 1017.26 1053.83 0.439 1054.269 6.5 15.08 3.532 1057.801 0.00 0.986 1.50 0.00 0.00 0 0.00 2.52 0.18245 .060801 0.15 0.330 0.00 ' 1019.78 1054.29 0.454 1054.742 6.5 14.38 3.211 1057.953 0.00 0.986 1.50 0.00 0.00 0 0.00 2.13 0.18245 ,053221 0.11 0.330 0.00 1021.91 1054.68 0.470 1055.148 6.5 13.71 2.920 1058.068 0.00 0.986 1.50 0.00 0.00 0 0.00 , 1.83 0.18245 .046626 0.09 0.330 0.00 1023.74 1055.01 0.487 1055.498 6.5 13.08 2.656 1058.154 0.00 0.986 1.50 0.00 0.00 0 0.00 ' 1.58 0.18245 .040852 0.06 0.330 0.00 1025.32 1055.30 0.504 1055.803 6.5 12.45 2.408 1058.211 0.00 0.986 1.50 0.00 0.00 0 0.00 1.37 0.18245 .035791 0.05 0.330 0.00 ' 1026.69 1055.55 0.522 1056.072 6.5 11.88 2.193 1058.265 0.00 0.986 1.50 0.00 0.00 0 0.00 1.20 0.18245 .031359 0.04 0.330 0.00 ' 1027.89 1055.77 0.540 1056.308 6.5 11.32 1.991 1058.299 0.00 0.986 1.50 0.00 0.00 0 0.00 , 1.04 0.18245 .027492 0.03 0.330 0.00 1028.93 1055.96 0.560 1056.518 6.5 10.80 1.810 1058.328 0.00 0.986 1.50 O.DO 0.00 0 0.00 ' 0.91 0.18245 .024120 0.02 0.330 0.00 LE: 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:1135B7 aFILE:1135670 �ON INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER M SO SF AVE HF NORM DEPTH ZR rxrxxrrrrrrr++++r+r+rrr+r+xrrrx xrxxxxxxxrrrrrrxrrrxrrrxxrrrrrrxxxrrrrrrrrrrrxrrrxrrrrrrrrrrrr+rr+++r rr rr+rrrrrrrrr+r+rr+rrxx+ 84 1056.12 0.580 1056.705 6.5 10.30 1.648 1058.353 0.00 0.986 1.50 0.00 0.00 0 0.00 0.80 0.18245 .021158 0.02 0.330 0.00 I.64 1056.27 0.601 1056.871 6.5 9.82 1.497 1058.368 0.00 0.986 1.50 0.00 0.00 0 0.00 0.70 0.18245 .018571 0.01 0.330 0.00 '1.34 1056.40 0.623 1057.020 6.5 9.37 1.362 1058.382 0.00 0.986 1.50 0.00 0.00 0 0.00 11 60 0.18245 .016309 0.01 0.330 0.00 .94 1056.51 0.646 1057.154 6.5 8.93 1.238 1058.392 0.00 0.986 1.50 0.00 0.00 0 0.00 I.53 0.18245 .014329 0.01 0.330 0.00 )32.47 1056.60 0.670 1057.274 6.5 8.51 1.124 1058.398 0.00 0.986 1.50 0.00 0.00 0 0.00 `.45 0.18245 0.01 0.330 0.00 .012595 92 1056.69 0.695 1057.382 6.5 8.11 1.023 1058.405 0.00 0.986 1.50 0.00 0.00 0 0.00 0.39 0.18245 .011076 0.00 0.330 0.00 �.31 1056.76 0.721 1057.479 6.5 7.74 0.930 1058.409 0.00 0.986 1.50 0.00 0.00 0 0.00 0.34 0.18245 .009744 0.00 0.330 0.00 �.65 1056.82 0.748 1057.567 6.5 7.38 0.845 1058.412 0.00 0.986 1.50 0.00 0.00 0 0.00 27 0.18245 .008581 0.00 0.330 0.00 )33.92 1056.87 0.777 1057.646 6.5 7.03 0.768 1058.414 0.00 0.986 1.50 0.00 0.00 0 0.00 I.23 0.18245 .007564 0.00 0.330 0.00 )34.15 1056.91 0.807 1057.717 6.5 6.71 0.699 1058.416 0.00 0.986 1.50 0.00 0.00 0 0.00 `.18 0.18245 .006670 0.00 0.330 0.00 33 1056.94 0.838 1057.782 6.5 6.39 0.634 1058.416 0.00 0.986 1.50 0.00 0.00 0 0.00 0.14 0.18245 .005888 0.00 0.330 0.00 ENSEE: R.B.F. 6 ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-7"- PARCEL MAP 28530 TEMECULA REGIONAL MALL , FILE:113567 OFILE:1135670 ATION 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 ELEM SO - SF AVE HF NORM DEPTH ZR ' rrrrrrrr rr rr rrrrrrrrrrr rrrrrr+rrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rr rrrrrrrrrrrrrrrrrrrrrrrrr rr rrrrrrrrrrrrrrrr 034.47 1056.97 0.872 1057.841 6.5 6.10 0.577 1058.418 0.00 0.986 1.50 0.00 0.00 0 0.00 t 0.10 0.18245 .005207 0.00 0.330 0.00 034.57 1056.99 0.907 1057.894 6.5 5.81 0.525 1058.419 0.00 0.986 1.50 0.00 0.00 0 0.00 ' 0.05 0.18245 - .004611 0.00 0.330 0.00 034.62 1057.00 0.945 1057.941 6.5 5.54 0.477 1058.418 0.00 0.986 1.50 0.00 0.00 0 0.00 0.02 0.18245 .004084 0.00 0.330 0.00 ' 034.64 1057.00 0.986 1057.986 6.5 5.28 0.432 1058.418 0.00 0.986 1.50 0.00 0.00 0 0.00 LL ENTRANCE C, Q . v -1 0.00 ' 034.64 1057.00 1.623 1058.623 6.5 1.00 0.016 1058.639 0.00 0.435 4.00 4.00 0.00 0 0.00 e t ' F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING ING LINE NO t IS - ' STORM DRAIN LINE "LATERAL B-8"- PARCEL MAP 28530 7DING LINE NO 2 IS - ' TEMECULA REGIONAL MALL iI NG LINE NO 3 IS - F[LE:1135B8 AFI LE:1735880 [1 I 1 1] 1 PAGE NO 3 -E: 3/ 3/1998 1E: 18:14 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 IRD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) )DE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 1 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6. 4 3.00 l 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 1 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 5.57 4.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 I WATER SURFACE PROFILE - ELEMENT CARD LISTING �� 1L UNG e>"* - MENT NO 1 IS A SYSTEM OUTLET * U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1051.16 3 1055.84 -EMENT NO 2 IS A JUNCTION 8 <"�C� 4�$•`+ * + + U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1039.71 1051.95 3 3 0 0.010 2.2 0.0 1051.95 0.00 45.00 0.00 MENT NO 3 IS A JUNCTION s Lc�- 2' �"S.3 * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1240.30 1055.97 3 1 3 0.010 1.1 1.1 1056.51 1056.06 45.00 5.00 MENT NO 4 IS A TRANSITION U/S DATA STATION INVERT SECT N 1242.30 1056.18 2 0.010 'MENT NO 5 IS A JUNCT I ONL_ K57. (?O -"a _4.* A L4=Z- U/S DATA TATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1405.14 1057.94 2 1 1 0.010 1.2 2.4 1058.08 1058.08 45.00 5.00 MENT 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 .EMENT NO 7 IS A SYSTEM HEADWORKSO (LC -Or- QeA"�\tJ U/S DATA STATION INVERT SECT W S ELEV ' 1423.41 1058.14 2 0.00 EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING �RNING 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. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-811- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135BB OFILE:1135B80 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 r+ +rrrxrrrrrrrr++rrrrrrrrrrrrr rrrrrrrrrrarrrrrrrrrrxx+r rrr+rrrrrrrrrrrrrrrrrrrrr+rr 000.00 1051.16 4.680 1055.840 11.6 6.56 0.669 1056.509 0.00 1.298 !CT STR 0.01989 $Z L4:�'Z R>- :�\ .005977 0.24 039.71 1051.95 4.553 1056.503 9.4 5.32 0.439 1056.942 0.00 1.185 ICT STR 0.02004 8, ur5_t� .z �� .003759-0.75 ;240.30 1055.97 1.631 1057.601 7.2 4.07 C0�0.258 1057.859 0.00 1.039 SNS STR 0.10500 .004585 0.01 242.30 1056.18 �1.1196 1057.376 7.2 5.96 0.551 1057.927 0.00 1.072 !CT STR 0.01081 L4ST, V8.Lv 1� . ;h;z, e,- B. 5 405.14 1057.94 0.615 1058.555 3.6 5.99 0.557 1059.112 0.00 0.766 5.51 0.01095 .007461 0.04 410.65 1058.00 0.630 1058.630 3.6 5.81 0.524 1059.154 0.00 0.766 5.57 0.01095 .006715 0.04 '416.22 1058.06 0.654 1058.715 3.6 5.53 0.475 1059.190 0.00 0.766 3.43 0.01095 .005921 0.02 419.65 1058.10 0.680 1058.779 3.6 5.28 0.433 1059.212 0.00 0.766 2.32 0.01095 .005224 0.01 :421.97 1058.12 0.706 1058.830 3.6 5.03 0.393 1059.223 0.00 0.766 1.06 0.01095 .004614 0.00 7423.03 1058.14 0.735 1058.871 3.6 4.80 0.358 1059.229 0.00 0.766 0.01095 .004076 0.00 Q-6�F 'pP�IJ (p7J tCSZOr-7 142 1 1058.14 0.766 1058.906 3.6 4.57 0.324 1059.230 0.00 0.766 PAGE 1 1 1 HGT/ BASE/ ZL NO AVBPR ' DIA ID NO. PIER NORM DEPTH ZR ' rrrrrrrr+rx+++rrr+rrrrrrr rrrrarrrrrrrrrr 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 ' 1.25 0.00 0.00 0 0.00 0.00 ' 1.25 0.00 0.00 0 0.00 0.560 0.00 1.25 0.00 0.00 0 0.00 ' 0.560 0.00 1.25 0.00 0.00 0 0.00 0.560 0.00 1.25 0.00 0.00 0 0.00 e 0.560 0.00 ' 1.25 0.00 0.00 0 0.00 0.560 0.00 t 1.25 0.00 0.00 0 0.00 t 0.560 0.00 1.25 0.00 0.00 0 0.00 ' t ' F 0 5 1 5 P 1 1 1 t 1 PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING ING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B-8.1"- ULTIMATE CONDITION FW �� F az:,,, IDING LINE NO 2 IS - TEMECULA REGIONAL MALL �ING LINE NO 3 IS - FILE:1135B8.1 OFILE:113588.10 1 1 1 t 1 PAGE NO 3 E: 3/ 4/1998 IE: 8: 0 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ,RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) )DE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 i 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 7.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 1 1 1 WATER SURFACE PROFILE - ELEMENT CARD LISTING RENT NO 1 IS A SYSTEM OUTLET L43`- RS -I& U/S DATA STATION INVERT SECT W S ELEV t1000.00 1051.95 3 1056.50 EMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1125.28 1054.76 3 0.010 0.00 0.00 0.00 0 ENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1125.28 1054.76 14 0.200 ENT NO 4 IS A SYSTEM HEADWORKS C,(Oj, a- %A* U/S DATA STATION INVERT SECT W S ELEV 1125.28 1054.76 14 0.00 IT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING RNING 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. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-8.1"- ULTIMATE CONDITION TEMECULA REGIONAL MALL FILE:113588.1 OFILE:1135B8.10 iATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH IELEM SO SF AVE HF .wx wwxwxrwrrrrr«rrxrrrrrx xxrrrrrrrrrrrrrrrrrrrrrrrrrrrrwwrwrwrwrwwrww«wwxwxxxwxrr 1000.00 1051.95 4.550 1056.500 2.2 1.25 0.024 1056.524 0.00 0.560 125.28 0.02243 .000260 0.03 1125.28 1054.76 1.773 1056.533 2.2 1.25 0.024 1056.557 0.00 0.560 ILL ENTRANCE 1125.28 1054.76 1.821 1056.581 2.2 0.17 0.000 1056.581 0.00 0.145 `TSP vF = l Dr. 1 _ o J ' PAGE i HGT/ BASE/ 2L NO AVBPR t DIA ID NO. PIER NORM DEPTH 2R ' rrrrrrrrrwrrww rwr rr wrwwrwrrwrwwwwwwww««x 1.50 0.00 0.00 0 0.00 ' 0.330 0.00 1.50 0.00 0.00 0 0.00 ' 0.00 , 4.00 7.00 0.00 0 0.00 1 1 ' F 0 5 1 5 P PAGE NO 3 - DATER SURFACE PROFILE - TITLE CARD LISTING 'RING LINE NO 1 IS ' STORM DRAIN LINE "LATERAL B-8.1" WITH DRAIN TO INTERIM PARKING 1DING LINE NO 2 IS - TEMECULA REGIONAL MALL �ING LINE NO 3 IS - FILE:1135681.1 DFI LE:1135 B61.10 .1 1 7 3/ 4/1998 8: 6 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) )E NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 0 0.00 3.00 3.00 0.00 0.00 0.00 14 3 0 0.00 6.17 7.00 0.00 0.00 0.00 ' F'0515P PAGE NO 2 IMENT NATER SURFACE PROFILE -n� ELEMENT CARD LISTING U/S DATA STATION INVERT SECT FP NO 1 IS A SYSTEM OUTLET L -w° -`o -t) U/S DATA STATION INVERT SECT W S ELEV 1366.12 1057.17 13 0.00 DIT ERRORS U/S DATA STATION INVERT SECT ARNING NO. N S ELEV EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ' 1000.00 1051.95 3 1056.50 _EMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1125.28 1054.76 3 0.010 0.00 0.00 0.00 0 MENT NO 3 IS A WALL ENTRANCE + U/S DATA STATION INVERT SECT FP 1125.28 1054.76 14 0.500 'MENT NO 4 IS A JUNCTION C.Q.* C3-atN + + + U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1126.50 1054.78 14 14 0 0.015 2.2 0.0 1054.78 0.00 90.00 0.00 'MENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1128.00 1054.79 14 0.015 0.00 0.00 0.00 0 MENT NO 6 IS A WALL EXIT ' U/S DATA STATION INVERT SECT ' 1128.00 1054.79 2 LEMENT NO 7 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1366.12 1057.17 2 0.010 0.00 0.00 0.00 0 IJ IF J MENT NO 8 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1366.12 1057.117 13 0.500 'MENT NO 9 IS A SYSTEM HEADWORKS C. P>, k.\ U/S DATA STATION INVERT SECT W S ELEV 1366.12 1057.17 13 0.00 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 IJ IF J ' ENSEE: R.B.F. & ASSOC'. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-8.1" WITH DRAIN TO INTERIM PARKING PARCEL MAP TEMECULA REGIONAL MALL , FILE:1135BB1.1 OFILE:1135B81.10 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 rrr xxrrrrrrxrrrxxr rrrrrrrxrx rarraaarr rrrrrrr rrrrrraaarxrrrrrrrr rrrrrrrrrarrrrrrrrrrr rr rr rrr•xrrarraaraaraaaraaraaraarrrrrr 000.00 1051.95 4.550 1056.500 8.5 4.81 0.359 1056.859 0.00 1.129 1.50 0.00 0.00 0 0.00 ' 125.28 0.02243 .003874 0.49 0.670 0.00 125.28 1054.76 2.225 1056.985 8.5 4.81 0.359 1057.344 0.00 1.129 1.50 0.00 0.00 0 0.00 ' LL ENTRANCE 0.00 7.00 125.28 1054.76 2.939 1057.699 8.5 0.41 0.003 1057.702 0.00 0.358 6.17 0.00 0 0.00 CT STR 0.01639 C,(� 6 _ 1 .000007 0.00 0.00 ' 126.50 1054.78 2.922 1057.702 6.3 0.31 0.001 1057.703 0.00 0.293 6.17 7.00 0.00 0 0.00 1.50 0.00667 .000005 0.00 0.275 0.00 128.00 1054.79 2.912 1057.702 6.3 0.31 0.001 1057.703 0.00 0.293 6.17 7.00 0.00 0 0.00 0.00 .LL EXIT 128.00 1054.79 2.912 1057.702 6.3 5.13 0.409 1058.111 0.00 1.013 1.25 0.00 0.00 0 0.00 238.12 0.01000 .005628 1.34 0.810 0.00 366.12 1057.17 1.872 1059.042 6.3 5.13 0.409 1059.451 0.00 1.013 1.25 0.00 0.00 0 0.00 , ALL ENTRANCE c _ 6 q_ (;6.` , 0.00 366.12 1057.17 2.672 1059.842 6.3 0.79 0.010 1059.852 0.00 0.516 3.00 3.00 0.00 0 0.00 1 ' F 0 5 1 5 P PAGE NO 3 �NG LINE - NATER SURFACE PROFILE - TITLE CARD LISTING NO 1 IS ' STORM DRAIN LINE "LATERAL B-8.2"- PARCEL MAP 28530 DING LINE NO 2 IS - F(yp FQ,�—Y-.4 TEMECULA REGIONAL MALL �NG LINE NO 3 IS - FI LE:1135B8.2 oFl LE:113588.2a 1 'E: 3/ 4/1998 IE: 8:26 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 '.RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) )DE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 l 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 3.00 3.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 IMENT U/S DATA STATION INVERT SECT FP WATER SURFACE PROFILE - ELEMENT CARD LISTING 1058.09 14 NO 1 IS A SYSTEM OUTLET $D L. 5 _ % U/S DATA STATION INVERT SECT U/S DATA STATION INVERT SECT W S ELEV 1074.76 1058.09 14 0.00 1000.00 1056.47 1 1057.61 .EMENT NO 2 IS A REACH IN HDWKDS, W.S.ELEV = INV + DC U/S DATA STATION INVERT SECT N ' 1074.76 1058.09 1 0.010 ENT NO 3 IS A WALL ENTRANCE ' RADIUS ANGLE AND PT MAN H 0.00 0.00 0.00 0 1 1 11 1 U/S DATA STATION INVERT SECT FP 1074.76 1058.09 14 0.200 ENT NO 4 IS A SYSTEM HEADWORKS (Lq 0Q4a, 11J U/S DATA STATION INVERT SECT W S ELEV 1074.76 1058.09 14 0.00 ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING �IT RNING NO. 2 *- - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 1 11 1 'INSEE: R.B.F. & ASSOC. - SAN DIEGO 1 F0515P NATER SURFACE PROFILE LISTING HGT/ BASE/ ZL NO STORM DRAIN LINE "LATERAL B-8.2"- PARCEL MAP 28530 PIER rrxrxxrr,wrwrxxxxrwww,xwwrrww TEMECULA REGIONAL MALL t 1.00 0-00 0.00 0 0.00 • FILE:1135B8.2 OFILE:1135B8.20 1.00 0-00 ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV 1.00 HEAD GRD.EL. ELEV DEPTH ELEM SO 0.00 , SF AVE HF 0.00 0 NORM DEPTH ,rrrrrrrrrw,rrrwrrrrrxrw,iwrrwrr„rwwrrr,r rrrrrrrrrrxxxrr„rw„rrr„rrrrrrrrrrrrrrrrrrrrr 0.00 , a- 3 0.00 0.00 0 0.00 000.00 1056.47 1-140 1057.610 1.1 1.40 0.030 1057.640 0-00 0.441 1.00 6.63 0-02167 0 0.00 , .000557 0.00 0.260 006.63 1056.61 1.000 1057.614 1.1 1.40 0.030 1057.644 0.00 0-441 4.21 0.02167 .000521 0.00 0.00 0.00 0.260 010.84 1056.70 0.907 1057-612 1.1 1-47 0.033 1057.645 0.00 0.441 0.00 2.39 0.02167 0.00 .000510 0.00 , 1-00 0.260 013.23 1056-76 0.853 1057-610 1.1 1.54 0.037 1057-647 0.00 0.441 1.91 0.02167 1-00 .000553 0-00 0 0.00 0.260 015.14 1056.80 0.809 1057.607 1.1 1.62 0.041 1057.648 0-00 0.441 1.66 0.02167 .000608 0.00 0.260 016.80 1056.83 0.770 1057.604 1.1 1.69 0.045 1057.649 0.00 0.441 1.45 0.02167 .000675 0.00 0.260 018-25 1056-87 0.735 1057.601 1.1 1-78 0.049 1057.650 0.00 0.441 1.30 0.02167 -000754 0.00 0.260 019.55 1056.89 0.703 1057.597 1.1 1.86 0.054 1057-651 0.00 0.441 1.15 0.02167 .000845 0.00 0.260 020.70 1056.92 0.673 1057.592 1.1 1.96 0.059 1057.651 0.00 0.441 RAULIC JUMP 020.70 1056-92 0-271 1057.190 1.1 6.40 0.635 1057.825 0.00 0.441 18.56 0.02167 .020686 0.38 0.260 039.26 1057-32 0.279 1057.600 1-1 6.15 0.586 1058.186 0.00 0.441 13.03 0-02167 .018275 0.24 0-260 PAGE 1 HGT/ BASE/ ZL NO AVBPR ' DIA ID NO. PIER rrxrxxrr,wrwrxxxxrwww,xwwrrww ZR t 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 INSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 I WATER SURFACE PROFILE LISTING STORM DRAIN LINE TEMECULA REGIONAL "LATERAL MALL B-8.2"- PARCEL MAP 28530 FILE:1135B8.2 OFILE:1135B8.20 (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 50 SF AVE HF NORM DEPTH ZR ILEM rrwwrwrrrrrrrrwrwrwrrrrr rrrrwwwrwwrrrwwrrrrrrrrrrrwrrwwwwrrwwrrwrrrrrrrrrrrrrrrwrwrwwrr rrrrr rrwrrwrrwwwrwwrrrrrrrrrrrrrr rwrrrrr 52.29 1057.60 0.288 1057.891 1.1 5.85 0.532 1058.423 0.00 0.441 1.00 0.00 0.00 0 0.00 6.75 0.02167 .015979 0.11 0.260 0.00 159.04 1057.75 0.298 1058.047 1.1 5.58 0.484 1058.531 0.00 0.441 1.00 0.00 0.00 0 0.00 4.30 0.02167 .013997 0.06 0.260 0.00 163.34 1057.84 0.309 1058.152 1.1 5.31 0.438 1058.590 0.00. 0.441 1.00 0.00 0.00 0 0.00 0.02167 .012268 0.04 0.260 0.00 t63.08 6.42 1057.91 0.320 1058.229 1.1 5.07 0.399 1058.628 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 2.32 0.02167 .010743 0.02 0.260 0.00 1068.74 1057.96 0.331 1058.291 1.1 4.85 0.365 1058.656 0.00 0.441 1.00 0.00 0.00 0 0.00 1.72 0.02167 0.02 0.260 .009411 0.00 70.46 1058.00 0.343 1058.340 1.1 4.62 0.332 1058.672 0.00 0.441 1.00 0.00 0.00 0 0.00 1.35 0.02167 .008249 0.01 0.260 0.00 1.81 1058.03 0.355 1058.381 1.1 4.40 0.301 1058.682 0.00 0.441 1.00 0.00 0.00 0 0.00 0.99 0.02167 .007232 0.01 0.260 0.00 172.80 1058.05 0.368 1058.415 1.1 4.20 0.274 1058.689 0.00 0.441 1.00 0.00 0.00 0 0.00 0.02167 .006342 0.00 0.260 0.00 V0.77 57 1058.06 0.381 1058.445 1.1 4.00 0.248 1058.693 0.00 0.441 1.00 0.00 0.00 0 0.00 0.53 0.02167 .005563 0.00 0.260 0.00 1074.10 1058.08 0.395 1058.471 1.1 3.81 0.225 1058.696 0.00 0.441 1.00 0.00 0.00 0 0.00 0.39 0.02167 .004881 0.00 0.260 0.00 4.49 1058.08 0.409 1058.493 1.1 3.63 0.205 1058.698 0.00 0.441 1.00 0.00 0.00 0 0.00 0.21 0.02167 .004283 0.00 0.260 0.00 I ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-8.21-- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B8.2 OFILE:1135B8.20 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 ZR ' xxr+rr+»r+rrrrrxrxxxrxxxxxxxxrxxxx xxxxr+rrrrr+xr+rxx+xr+xr++++rrrr+r++rxxxxr+x++x+++r++x+++r+xxxxxxxxxxxx xrxxxx++r++++++++r++rx 074.70 1058.09 PAGE 3 0.424 1058.513 1.1 3.47 0.187 1058.700 HGT/ BASE/ ZL NO AVBPR ' DIA ID NO. PIER 0.02167 ELEM SO SF AVE HF NORM DEPTH ZR ' xxr+rr+»r+rrrrrxrxxxrxxxxxxxxrxxxx xxxxr+rrrrr+xr+rxx+xr+xr++++rrrr+r++rxxxxr+x++x+++r++x+++r+xxxxxxxxxxxx xrxxxx++r++++++++r++rx 074.70 1058.09 0.00 0.424 1058.513 1.1 3.47 0.187 1058.700 0.00 0.441 0.06 0.02167 .003749 0.00 0.00 0.00 074.76 1058.09 0.441 1058.531 1.1 3.29 0.168 1058.699 0.00 0.441 LL ENTRANCE 3.00 Q�Cf pQn� L1�1�i DtJ 0.00 ' 074.76 1058.09 0.679 1058.769 1.1 0.54 0.005 1058.774 0.00 0.161 0 1.00 0.00 0.00 0 0.00 t 0.260 0.00 1.00 0.00 0.00 0 0.00 ' 0.00 3.00 3.00 0.00 0 0.00 ' ' F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING ' NG LINE NO 1 IS - STORM DRAIN LINE "LATERAL B-8.2"- PARCEL MAP 28530 NG LINE NO 2 IS - TEMECULA REGIONAL MALL DING LINE NO 3 IS - FILE:113588.2 OFILE:1135B8.2O 1 C] 11 PAGE NO 3 TE: 3/ 4/1998 AE: 8:26 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 %RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) )DE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP > 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 ) 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 > 14 3 0 0.00 3.00 3.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 TENT WATER SURFACE PROFILEELEMENT CARD LISTING NO 1 IS A qq SYSTEM OUTLE �� L4K- '*J -'g U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1056.47 1 1057.61 EMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1074.76 1058.09 1 0.010 0.00 0.00 0.00 0 ENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1074.76 1058.09 14 0.200 ENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1074.76 1058.09 14 0.00 IT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING RNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 11 ENSEE: R.B.F. 6 ASSOC. - SAN DIEGO F0515P NATER 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 N.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH ELEM SO SF AVE HF NORM DEPTH :ir...........:........................ ........................_.........................._'________________....._ 8\ L.,ps_ 6 - `3 000.00 1056.47 1.140 1057.610 7.29 0.02167 007.29 1056.63 1.000 1057.628 0.20 0.02167 007.49 1056.63 1.000 1057.632 RAULIC JUMP 007.49 1056.63 0.405 1057.037 12.63 0.02167 020.12 1056.91 0.410 1057.316 20.64 0.02167 040.76 1057.35 0.425 1057.778 10.57 0.02167 051.33 1057.58 0.441 1058.023 6.86 0.02167 058.19 1057.73 0.457 1058.188 4.69 0.02167 062.88 1057.83 0.475 1058.308 3.50 0.02167 066.38 1057.91 0.493 1058.401 2.70 0.02167 069.08 1057.97 0.511 1058.478 1.95 0.02167 2.3 2.93 0.1.33 1057.743 0.00 .002433 0.02 2.3 2.93 0.133 1057.761 0.00 .002433 0.00 2.3 2.93 0.133 1057.765 0.00 0.649 0.400 0.649 0.400 0.649 2.3 7.72 0.925 1057.962 0.00 0.649 .020215 0.26 i 2.3 7.57 0.889 1058.205 0.00 0.649 HGT/ BASE/ .018479 0.38 AVBPR , 2.3 7.21 - 0.807 1058.585 0.00 0.649 .016235 0.17 2.3 6.89 0.736 1058.759 0.00 0.649 0.00 0.00 .014267 0.10 , 2.3 6.55 0.667 1058.855 0.00 0.649 0.00 0.00 .012549 0.06 , 2.3 6.25 0.607 1058.915 0.00 0.649 0.00 0.00 .011050 0.04 , 2.3 5.96 0.551 1058.952 0.00 0.649 0.00 0.00 .009722 0.03 2.3 5.68 0.501 1058.979 0.00 0.649 0.00 0.00 .008561 0.02 0.400 0.400 0.400 0.400 0.400 0.400 0.400 0.400 ' PAGE i 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 e 0.00 1.00 0.00 0.00 0 0.00 e 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 INSEE: R.B.F. 6 ASSOC. - SAN DIEGO F0515P 71.03 1058.01 0.531 1058.540 WATER SURFACE PROFILE LISTING 0.457 1058.997 STORM DRAIN LINE "LATERAL 8-8.2"- PARCEL MAP 28530 0.02167 TEMECULA REGIONAL MALL 1.00 .007553 0.01 FILE:113568.2 OFILE:113568.20 172.48 'TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL 1059.008 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH ,LEM SO ++++++++++++.++++++++++++++++++++++++++++++++++++++.++++++++++++++++++.++++.+ SF AVE HF NORM DEPTH 71.03 1058.01 0.531 1058.540 2.3 5.42 0.457 1058.997 0.00 0.649 1.45 0.02167 1.00 .007553 0.01 0 0.00 172.48 1058.04 0.552 1058.593 2.3 5.17 0.415 1059.008 0.00 0.649 1.05 0.02167 0.00 0.400 .006669 0.01 73.53 1058.06 0.574 1058.637 2.3 4.93 0.377 1059.014 0.00 0.649 0.00 0.71 4.24 0.02167 .005894 0.00 1058.08 0.597 1058.676 2.3 4.69 0.342 1059.018 0.00 0.649 0.44 0.02167 .005213 0.00 .074.68 1058.09 0.621 1058.709 2.3 4.48 0.312 1059.021 0.00 0.649 ' 0.08 0.02167 0.00 .004612 74.76 1058.09 0.649 1058.739 2.3 4.27 0.283 1059.022 0.00 0.649 ENTRANCE 14.76 1058.09 1.067 1059.157 2.3 0.72 0.008 1059.165 0.00 0.263 I I PAGE 2 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 3.00 3.00 0.00 0 0.00 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 3.00 3.00 0.00 0 0.00 DING LINE NO 1 IS - .DING LINE NO 2 IS - .DING LINE NO 3 IS - F 0 5 1 5 P NATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL B-8.3"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B8.3 OFILE:113588.30 PAGE NO 3 1 3/ 4/1998 8: 3 ' FCHANNEL WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1. RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 ' 2 4 1.25 3 4 1.50 4 4 2.00 ' S 4 2.50 6 4 3.00 7 4 3.50 ' 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 '12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 1 F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING .EMENT NO 1 IS A SYSTEM OUTLET s ` -J U/S DATA STATION INVERT SECT 1000.00 1055.97 3 .EMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N 1022.63 1057.16 3 0.010 W S ELEV 1057.60 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 .EMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1022.63 1057.16 14 0.500 .EMENT NO 4 IS A SYSTEM HEADWORKS (f E> . B - �B '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 'JSEE: R.B.F. S ASSOC. - SAN DIEGO F0515P PAGE 1 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-8.3"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B8.3 OFILE:1135B8.30 ION 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 SF AVE HF NORM D NORM ZR rww1rarrr»wrrrrraaarrraarwwwwwwwrwwwrrrrrwrrwrrarr raarraaarrarraraarwrwrrwraraarar a aaaraaaaaaaraaaarawaaaaararraw wa ra !EMSO . 0 1055.97 1.630 1057.600 1.1 0.62 0.006 1057.606 0.00 0.392 1.50 0.00. 0.00 0 0.00 2.48 0.05258 .000064 0.00 0.200 0.00 2.48 1056.10 1.500 1057.600 1.1 0.62 0.006 1057.606 0.00 0.392 1.50 0.00 0.00 0 0.00 2.63 0.05258 .000060 0.00 0.200 0.00 15.11 1056.24 1.360 1057.599 1.1 0.65 0.007 1057.606 0.00 0.392 1.50 0.00 0.00 0 0.00 1.51 0.05258 .000059 0.00 0.200 0.00 6.62 1056.32 1.280 1057.598 1.1 0.68 0.007 1057.605 0.00 0.392 1.50 0.00 0.00 0 0.00 1.26 0.05258 .000063 0.00 0.200 0.00 007.88 1056.38 1.213 1057.597 1.1 0.72 0.008 1057.605 0.00 0.392 1.50 0.00 0.00 0 . 0.00 ' 1.09 0.05258 0.00 0.200 0.00 .000070 8.97 1056.44 1.155 1057.597 1.1 0.75 0.009 1057.606 0.00 0.392 1.50 0.00 0.00 0 0.00 0.99 0.05258 .000077 0.00 0.200 0.00 19.96 1056.49 1.102 1057.596 1.1 0.79 0.010 1057.606 0.00 0.392 1.50 0.00 0.00 0 0.00 0.90 0.05258 .000087 0.00 0.200 0.00 ' 0.86 1056.54 1.054 1057.595 1.1 0.83 0.011 1057.606 0.00 0.392 1.50 0.00 0.00 0 0.00 ' 0.82 0.05258 .000097 0.00 0.200 0.00 011.68 1056.58 1.010 1057.594 1.1 0.87 0.012 1057.606 0.00 0.392 1.50 0.00 0.00 0 0.00 ' 0.77 0.05258 .000109 0.00 0.200 0.00 012.45 1056.62 0.968 1057.593 1.1 0.91 0.013 1057.606 0.00 0.392 1.50 0.00 0.00 0 0.00 ' 0.72 0.05258 .000122 0.00 0.200 0.00 3.17 1056.66 0.929 1057.592 1.1 0.96 0.014 1057.606 0.00 0.392 1.50 0.00 0.00 0 0.00 0.66 0.05258 .000139 0.00 0.200 0.00 1 ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-8.3"- PARCEL MAP 28530 TEMECULA REGIONAL MALL ' FILE:113568.3 OFILE:1135B8.30 ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 1 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA 1D NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR ' r rrrrrr++r+++»+rr+rrrrrrrrrrr rr++rr++r++rrrrr+rrrrrrrrrrrrrr+rrrrrrrrrrrrrrr+rrrrrrrrrrrrrrrrrrrrrrrrrrr++++rr+rrrrrr+:+rrrr rrr 013.83 1056.70 0.893 1057.590 1.1 1.00 0.016 1057.606 0.00 0.392 1.50 0.00 0.00 0 0.00 ' 0.64 0.05258 .000157 0.00 0.200 0.00 014.47 1056.73 0.858 1057.589 1.1 1.05 0.017 1057.606 0.00 0.392 1.50 0.00 0.00 0 0.00 , 0.58 0.05258 .000177 0.00 0.200 0.00 015.05 1056.76 0.826 1057.587 1.1 1.10 0.019 1057.606 0.00 0.392 1.50 0.00 0.00 0 0.00 , 0.55 0.05258 .000201 0.00 0.200 0.00 , 1015.60 1056.79 0.795 1057.586 1.1 1.16 0.021 1057.607 0.00 0.392 1.50 0.00 0.00 0 0.00 0.54 0.05258 .000228 0.00 0.200 0.00 ' 1016.14 1056.82 0.765 1057.584 1.1 1.21 0.023 1057.607 0.00 0.392 1.50 0.00 0.00 0 0.00 ' 0.49 0.05258 .000258 0.00 0.200 0.00 1016.63 1056.84 0.737 1057.581 1.1 1.27 0.025 1057.606 0.00 0.392 1.50 0.00 0.00 0 0.00 , 0.47 0.05258 .000294 0.00 0.200 0.00 1017.10 1056.87 0.710 1057.579 1.1 1.33 0.028 1057.607 0.00 0.392 1.50 0.00 0.00 0 0.00 ' 0.44 0.05258 0.00 0.200 0.00 .000334 1017.54 1056.89 0.684 1057.576 1.1 1.40 0.030 1057.606 0.00 0.392 1.50 0.00 0.00 0 0.00 0.40 0.05258 .000380 0.00 0.200 0.00 ' 1017.94 1056.91 0.660 1057.574 1.1 1.47 0.033 1057.607 0.00 0.392 1.50 0.00 0.00 0 0.00 0.40 0.05258 0.00 0.200 0.00 , .000432 1018.34 1056.93 0.636 1057.570 1.1 1.54 0.037 1057.607 0.00 0.392 1.50 0.00 0.00 0 0.00 ' 0.35 0.05258 .000492 0.00 0.200 0.00 1018.69 1056.95 0.614 1057.567 1.1 1.62 0.041 1057.608 0.00 0.392 1.50 0.00 0.00 0 0.00 , 0.35 0.05258 .000560 0.00 _ 0.200 0.00 1 ISEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE TEMECULA REGIONAL "LATERAL MALL B-8.3"- PARCEL MAP 28530 FILE:113588.3 OFILE:113566.30 1ION 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 �EM }tlttttYYIYYYYiYf}R}YtYtf YYfYie#iiffiRf iiYi#Yff}Sif YYYYffffff}fYYiIYYYiff}iRfifY#kf}!Y}lRRtff}tRRtttlf kRY Y}tttlYtYYYttIYiIYYY# 9.04 1056.97 0.592 1057.563 1.1 1.69 0.044 1057.607 0.00 0.392 1.50 0.00 0.00 0 0.00 0.29 0.05258 .000638 0.00 0.200 0.00 ,9.33 1056.99 0.572 1057.559 1.1 1.78 0.049 1057.608 0.00 0.392 1.50 0.00 0.00 0 0.00 0.30 0.05258 .000728 0.00 0.200 0.00 ,9.63 1057.00 0.552 1057.554 1.1 1.86 0.054 1057.608 0.00 0.392 1.50 0.00 0.00 0 0.00 0.16 0.05258 .000831 0.00 0.200 0.00 9.79 1057.01 0.533 1057.543 1.1 1.95 0.059 1057.602 0.00 0.392 1.50 0.00 0.00 0 0.00 1ULIC JUMP 1 0.00 019.79 1057.01 0.270 1057.280 1.1 5.09 0.403 1057.683 0.00 0.392 1.50 0.00 0.00 0 0.00 10.36 0.05258 0.00 0.200 0.00 .012113 0.15 1057.03 0.279 1057.308 1.1 4.82 0.361 1057.669 0.00 0.392 1.50 0.00 0.00 0 0.00 0.55 0.05258 .010535 0.01 0.200 0.00 10.70 1057.06 0.289 1057.347 1.1 4.60 0.329 1057.676 0.00. 0.392 1.50 0.00 0.00 0 0.00 0.48 0.05258 .009203 0.00 0.200 0.00 11.18 1057.08 0.298 1057.382 1.1 4.40 0.301 1057.683 0.00 0.392 1.50 0.00 0.00 0 0.00 0.36 0.05258 .008041 0.00 0.200 0.00 1.54 1057.10 0.309 1057.412 1.1 4.20 0.274 1057.686 0.00 0.392 1.50 0.00 0.00 0 0.00 10.33 0.05258 .007031 0.00 0.200 0.00 021.87 1057.12 0.319 1057.439 1.1 4.00 0.248 1057.687 0.00 0.392 1.50 0.00 0.00 0 0.00 10.25 0.05258 .006143 0.00 0.200 0.00 2.12 1057.13 0.330 1057.463 1.1 3.81 0.225 1057.688 0.00 0.392 1.50 0.00 0.00 0 0.00 0.20 0.05258 .005369 0.00 0.200 0.00 1 1 ENSEE: R.B.F. S ASSOC. - SAN DIEGO F0515P PAGE 4 ' WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-8.311- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:113588.3 OFILE:1135BB.30 ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL MGT/ BASE/ ZL NO AVBPR t ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 'ELEM SO SF AVE HF NORM DEPTH ZR ' 't tlf iif ilYllltYlfilY!lfIYYYYiIY!ltll tRfflt1f 711111 Yff tllfYYf iiif YittttYtt1tt11t1111#1f YYfflf if YYTf Yf YYf YliYfrf YYiYY Yf iYYtiiilYf Yt 022.32 1057.14 0.341 1057.485 1.1 3.63 0.205 1057.690 0.00 0.392 1.50 0.00 0.00 0 0.00 ' 0.14 0.05258 .004693 0.00 0.200 0.00 1022.46 1057.15 0.353 1057.504 1.1 3.46 0.186 1057.690 0.00 0.392 1.50 0.00 0.00 0 0.00 ' 0.10 0.05258 .004105 0.00 0.200 0.00 ' 1022.56 1057.16 0.365 1057.521 1.1 3.30 0.169 1057.690 0.00 0.392 1.50 0.00 0.00 0 0.00 0.07 0.05258 .003587 0.00 0.200 0.00 ' 1022.63 1057.16 0.377 1057.537 1.1 3.15 0.154 1057.691 0.00 0.392 1.50 0.00 0.00 0 0.00 0.00 0.05258 .003124 0.00 0.200 0.00 ' 1022.63 1057.16 0.392 1057.552 1.1 2.99 0.139 1057.691 0.00 0.392 1.50 0.00 0.00 0 0.00 ' %LL ENTRANCE r 6. Q�,- $ --_� 0.00 1022.63 1057.16 0.587 1057.747 1.1 0.47 0.003 1057.750 0.00 0.133 4.00 4.00 0.00 0 0.00 1 1 DING LINE NO 1 IS - DING LINE NO 2 IS - �NG LINE NO 3 IS - 1 1 1 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL 8-8.4"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135BB.4 OFILE:1135B8.40 PAGE NO 3 -E: 3/ 4/1998 IE: 8: 3 F0515P NATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ,RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) IDE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 i 4 4 2.00 5 4 2.50 I 6 4 3.00 7 4 3.50 8 4 4.00 I 9 4 4.50 7 10 4 5.00 11 4 5.50 12 4 6.00 1 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 1 14 3 0 0.00 4.00 7.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 RENT WATER SURFACE PROFILE - ELEMENT CARD LISTING NO 1 IS A SYSTEM OUTLET (S �Q`- a— S U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1058.08 1 1058.56 EMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1014.800 10`59.00 1 0.010 0.00 0.00 0.00 0 ENT NO 3 IS A e SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1014.80 1059.00 1 0.00 EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING IRNING NO. 2 "• - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-8.4"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135BB.4 OFILE:1135B8.40 ATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH i ELEM SO SF AVE HF (,o -,z - Zoo " 00 .00 1058.08 0.248 1058.328 2.32 0.06216 002.32 1058.22 0.254 1058.478 2.37 0.06216 ;004.69 1058.37 0.263 1058.635 1.89 0.06216 1006.58 1058.49 0.272 1058.761 1.54 0.06216 1008.12 1058.59 0.281 1058.866 1.25 0.06216 1009.37 1058.66 0.291 1058.954 1.06 0.06216 1010.43 1056.73 0.301 1059.029 0.86 0.06216 1011.29 1058.78 0.312 1059.094 0.74 0.06216 1012.03 1058.83 0.323 1059.151 0.62 0.06216 1012.65 1058.87 0.334 1059.201 0.51 0.06216 1013.16 1058.90 0.346 1059.244 0.44 0.06216 1.2 7.89 0.968 1059.296 0.00 0.462 .035175 0.08 1.2 7.64 0.907 1059.385 0.00 0.462 .031294 0.07 1.2 7.27 0.821 1059.456 0.00 0.462 .027382 0.05 1.2 6.94 0.747 1059.508. 0.00 0.462 .023942 0.04 1.2 6.59 0.675 1059.541 0.00 0.462 .020945 0.03 1.2 6.32 0.619 1059.573 0.00 0.462 .018336 0.02 1.2 6.00 0.559 1059.588 0.00 0.462 .016058 0.01 1.2 5.74 0.512 1059.606 0.00 0.462 .014070 0.01 1.2 5.45 0.462 1059.613 0.00 0.462 .012320 0.01 1.2 5.22 0.423 1059.624 0.00 0.462 .010790 0.01 1.2 4.96 0.382 1059.626 0.00 0.462 .009455 0.00 PAGE 1 MGT/ BASE/ 2L NO AVBPR ' DIA ID NO. PIER NORM DEPTH 2R , rrrrrrrrr++rrrrrrr rr rrrrrrrrrrrrrrrrrrrr 1.00 0.00 0.00 0 0.00 ' 0.210 0.00 1.00 0.00 0.00 0. 0.00 , 0.210 0.00 1.00 0.00 0.00 0 0.00 0.210 0.00 t 1.00 0:00 0.00 0 0.00 0.210 0.00 , 1.00 0.00 0.00 0 0.00 0.210 0.00 1.00 0.00 0.00 0 0.00 ' 0.210 0.00 1.00 0.00 0.00 0 0.00 ' 0.210 0.00 . 1.00 0.00 0.00 0 0.00 0.210 0.00 , 1.00 0.00 0.00 0 0.00 0.210 0.00 ' 1.00 0.00 0.00 0 0.00 ' 0.210 0.00 1.00 0.00 0.00 o 0.00 ' 0.210 0.00 `SEE: 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:1135BB.40 ION INVERT DEPTH Y.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 50 SF AVE HF _ NORM DEPTH 2R �EM ♦....rr.rrrrrrrrrrr.rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr.r.rr.rrrrrrrrrrrrrrrrrrr.rrrrrrrrrr rrrrrrr rrrrrrrrrrrrrrrrrrr.r.rrrrr.rr 3.60 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 0.06216 .008287 0.00 0.210 0.00 3.94 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 0.06216 .007274 0.00 0.210 0.00 4.30 0.287 1059.636 0.00 0.462 1.00 0.00 0.00 0 0.00 4.21 1058.96 0.385 1059.349 1.2 ' 0.24 0.06216 .006380 0.00 0.210 0.00 014.45 1058.98 0.398 1059.376 1.2 4.11 0.262 1059.638 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 0.15 0.06216 .005596 0.00 0.210 0.00 014.60 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 1 0.00 0.210 0.00 0.12 0.06216 .004915 ' 4.72 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 0.06216 .004318 0.00 0.210 0.00 4.78 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 0.06216 .003784 0.00 0.210 0.00 �^ 4.80 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 .DING LINE NO 1 IS - DING LINE NO 2 IS - ,DING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL B-8.5"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135BB.5 OFILE:1135B8.50 PAGE NO 3 t3/ 4/1998 E: 8: 1 t FCHANNEL WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(B) Y(9) Y(10) NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 ' 2 4 1.25 3 4 1.50 4 4 2-00 ' S 4 2.50 6 4 3.00 7 4 3-50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6-00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0-00 4.00 7.00 0.00 0-00 0.00 1 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING EMENT NO 1 IS A SYSTEM OUTLET((5 Lw, S • U U/S DATA STATION INVERT SECT W S ELEV 1000.00 1058.07 1 1058.56 .EMENT NO 2 IS A REACH 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 Qouz- aQZV C -t7. .��1J Z}� tz� U/S DATA STATION INVERT SECT W S ELEV 1043.05 1059.00 1 0.00 EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING WARNING N0. 2 •• - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV - DC SEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-8.5"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135BB.5 OFILE:1135B8.50 ION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH EM SO SF AVE HF rrrrrrrrrrrrrrxrrrrxrrrrxrrr rrrxrrrrrrrr. rr rxrrrrrrxrrrrrrrrrrrrrrrrrrrrxrrrxrxrrrr 0.00 1058.07 0.428 1058.498 2.4 7.48 0.868 1059.366 0.00 0.663 5.97 0.02160 .018019 0.11 15.97 1058.20 0.433 1058.632 2.4 7.34 0.836 1059.468 0.00 0.663 11.89 0.02160 .016540 0.20 7.86 1058.46 0.449 1058.905 2.4 7.00 0.760 1059.665 0.00 0.663 7.40 0.02160 .014542 0.11 025.26 1058.62 0.466 1059.082 2.4 6.69 0.694 1059.776 0.00 0.663 '5.11 0.02160 .012797 0.07 030.37 1058.73 0.484 1059.210 2.4 6.37 0.629 1059.839 0.00 0.663 13.80 0.02160 .011264 0.04 4.17 1058.81 0.502 1059.310 2.4 6.08 0.573 1059.883 0.00 0.663 2.82 0.02160 .009915 0.03 6.99 1 1058.87 0.521 1059.390 2.4 5.78 0.519 1059.909 0.00 0.663 2.05 0.02160 .008743 0.02 19.04 1058.91 0.542 1059.455 2.4 5.52 0.473 1059.928 0.00 0.663 1.58 1 0.02160 .007716 0.01 040.62 1058.95 0.563 1059.511 2.4 5.26 0.430 1059.941 0.00 0.663 '1.09 0.02160 .006816 0.01 041.71 1058.97 0.586 1059.557 2.4 5.02 0.391 1059.948 0.00 0.663 10.81 0.02160 .006027 0.00 2.52 1058.99 0.609 1059.597 2.4 4.78 0.355 1059.952 0.00 0.663 0.38 0.02160 .005337 0.00 PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR rxrrr rrrrrrrrrrr rrrrrrrrrrrr rrrrrrrrrrrr 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 0.400 0.00 1.00 0.00 0.00 0 0.00 0.400 0.00 :ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-8.5"— PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B8.5 OFILE:1135B8.50 1 PAGE 2 ATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL MGT/ BASE/ ZL NO AVSPR t ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR , 'y#!!k##1lttiiyi#yy#!#!t#tiiyi##Yty##fff tf fffttffft*iiiiiiikllfkk####ff*titiiif iiiiii#yk!!kt#tf ttttiiiyiii if#4***t*yfiii#iiY#!!!t 042.90 1059.00 0.635 1059.632 2.4 4.56 0.323 1059.955 0.00 0.663 1.00 0.00 0.00 0 0.00 , 0.15 0.0n021-60^ .004727 0.00 0.400 0.00 \" putt -z ) , 043.05 1059.00 0.663 1059.663 2.4 4.34 0.292 1059.955 0.00 0.663 1.00 0.00 0.00 0 0.00 1 1 c 1 1 _ 1 ' F 0 5 1 5 P IING LINE NO i IS - NATER SURFACE PROFILE - TITLE CARD LISTING ' STORM DRAIN LINE "LATERAL B-9"- PARCEL MAP 28530 GING LINE NO 2 IS - ITEMECULA REGIONAL MALL iI NG LINE NO 3 IS - FILE:1135B9 OFI LE:1735890 1 1 PAGE NO 3 E: 3/ 4/1998 E: 9:22 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 MENT NO 3 IS A WATER SURFACE PROFILE - ELEMENT CARD LISTING _MENT NO 1 IS A SYSTEM OUTLET i %--,,� U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1051.60 3 1056.00 CEMENT NO 2 IS A REACH W S ELEV U/S DATA STATION INVERT SECT N ' 1059.42 1056.25 3 0.010 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 MENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1059.42 1056.25 14 0.500 MENT NO 4 IS A p SYSTEM HEADWORKS C •s. 6- Q 0 '*I U/S DATA STATION INVERT SECT W S ELEV 1059.42 1056.25 14 0.00 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 L -ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-9"- PARCEL MAP 28530 TEMECULA REGIONAL MALL ' FILE:113569 OFILE:1135B90 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 , wwwwwwwrrwrrrwwrrrrwrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrxxrrrwxxxxwwwwwwrrrrrrrrrrrr rx rxxwwxrwwwwwwwwrwrwr Ln v.J C. 1� li 000. 0 1051.60 4.400 1056.000 3.7 2.09 0.068 1056.068 0.00 0.735 1.50 0.00 0.00 0 0.00 ' 37.41 0.07826 .000726 0.03 0.310 0.00 037.41 1054.53 1.500 1056.027 3.7 2.09 0.068 1056.095 0.00 0.735 1.50 0.00 0.00 0 0.00 ' 1.70 0.07826 - .000680 0.00 0.310 0.00 ' 039.11 1054.66 1.360 1056.021 3.7 2.20 0.075 1056.096 0.00 0.735 1.50 0.00 0.00 0 0.00 0.47 0.07826 .000649 0.00 0.310 0.00 ' 039.58 1054.70 1.328 1056.026 3.7 2.24 0.078 1056.104 0.00 0.735 1.50 0.00 0.00 0 0.00 RAULIC JUMP 0.00 ' 039.58 1054.70 0.376 1055.074 3.7 10.66 1.765 1056.839 0.00 0.735 1.50 0.00 0.00 0 0.00 ' 3.23 0.07826 .036164 0.12 0.310 0.00 042.81 1054.95 0.389 1055.339 3.7 10.14 1.596 1056.935 0.00 .0.735 1.50 0.00 0.00 0 0.00 ' 2.81 0.07826 .031524 0.09 0.310 0.00 045.62 1055.17 0.403 1055.573 3.7 9.69 1.457 1057.030 0.00 0.735 1.50 0.00 0.00 0 0.00 , 2.35 0.07826 .027574 0.06 0.310 0.00 ' 047.97 1055.35 0.416 1055.770 3.7 9.23 1.322 1057.092 0.00 0.735 1.50 0.00 0.00 0 0.00 1.95 0.07826 .024117 0.05 0.310 0.00 ' 049.92 1055.51 0.431 1055.937 3.7 8.79 1.199 1057.136 0.00 0.735 1.50 0.00 0.00 0 0.00 1.65 0.07826 .021118 0.03 0.310 0.00 ' 051.57 1055.63 0.446 1056.081 3.7 8.39 1.093 1057.174 0.00 0.735 1.50 0.00 0.00 0 0.00 , 1.39 0.07626 .018493 0.03 0.310 0.00 052.96 1055.74 0.462 1056.206 3.7 7.99 0.992 1057.198 0.00 0.735 1.50 0.00 0.00 0 0.00 ' 1.20 0.07826 .016196 0.02 0.310 0.00 _ 1 'SEE: 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:113589 OFILE:1135B90 ION 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 MEM SO SF AVE HF NORM DEPTH ZR 4.16 1055.84 0.478 1056.316 3.7 7.63 0.904 1057.220 0.00 0.735 1.50 0.00 0.00 0 0.00 1.01 0.07826 .014183 0.01 0.310 0.00 ,5.17 1055.92 0.495 1056.413 3.7 7.27 0.821 1057.234 0.00 0.735 1.50 0.00 0.00 0 0.00 0.88 0.07826 .012422 0.01 0.310 0.00 16.05 1055.99 0.512 1056.498 3.7 6.93 0.745 1057.243 0.00 0.735 1.50 0.00 0.00 0 0.00 0.74 0.07826 .010880 0.01 0.310 0.00 6.79 1056.04 0.530 1056.574 3.7 6.61 0.678 1057.252 0.00 0.735 1.50 0.00 0.00 0 0.00 0.62 0.07826 .009536 0.01 0.310 0.00 )57.41 1056.09 0.549 1056.642 3.7 6.30 0.617 1057.259 0.00 0.735 1.50 0.00 0.00 0 0.00 0.52 0.07826 0.00 0.310 0.00 .008363 7.93 1056.13 0.569 1056.702 3.7 6.01 0.560 1057.262 0.00 0.735 1.50 0.00 0.00 0 0.00 0.42 0.07826 .007339 0.00 0.310 0.00 8.35 1056.17 0.590 1056.756 3.7 5.73 0.509 1057.265 0.00 0.735 1.50 0.00 0.00 0 0.00 0.35 0.07826 .006441 0.00 0.310 0.00 18.70 1056.19 0.611 1056.805 3.7 5.47 0.464 1057.269 0.00 0.735 1.50 0.00 0.00 0 0.00 0.26 0.07826 .005654 0.00 0.310 0.00 8.96 1056.21 0.634 1056.848 3.7 5.21 0.422 1057.270 0.00 0.735 1.50 0.00 0.00 0 0.00 '0.21 0.07826 .004967 0.00 0.310 0.00 059.17 1056.23 0.657 1056.888 3.7 4.97 0.383 1057.271 0.00 0.735 1.50 0.00 0.00 0 0.00 10.15 0.07826 0.00 0.310 0.00 .004363 9.32 1056.24 0.681 1056.923 3.7 4.74 0.349 1057.272 0.00 0.735 1.50 0.00 0.00 0 0.00 0.08 0.07826 .003836 0.00 0.310 0.00 & EENSEE: R.S.F. ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL 6-9"- PARCEL MAP 28530 TEMECULA REGIONAL MALL ' FILE:113589 OFILE:1135890 TATION 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 /ELEM 50 SF AVE HF NORM DEPTH ZR rrr+«rrrrrrrrrrrrrrrrrrrrrr+rrrrr rrr rr rrr«rr<rrrrrrrrrrrrrr<r+r+rrrrrrrrr<r•r<rrrrrrrrrrr<r+«»rrrrrrrrrr<rrrr<<rrrrrrrrr<++rr ' 1059.40 1056.25 0.707 1056.955 3.7 4.51 0.316 1057.271 0.00 0.735 1.50 0.00 0.00 0 0.00 ' 0.02 0.07826 .003368 0.00 0.310 0.00 1059.42 1056.25 0.735 1056.985 3.7 4.30 0.287 1057.272 0.00 0.735 1.50 0.00 0.00 0 0.00 ' 4LL ENTRANCE c _(1, p- C( 0.00 1059.42 1056.25 1.137 1057.387 3.7 0.81 0.010 1057.397 0.00 0.298 4.00 4.00 0.00 0 0.00 1 1 1 IF 0 5 1 5 P ING NATER SURFACE PROFILE - TITLE CARD LISTING LINE NO 1 IS - 1 STORM DRAIN LINE "LATERAL B-11"- PARCEL MAP .28530 )ING LINE NO 2 IS - 1 TEMECULA REGIONAL MALL �NG LINE NO 3 IS - f]LE:1135611 OFILE: 11356110 1 I 1 1 1 1 1 I I 1 1 1 1 1 PAGE NO 3 �E: 3/ 4/1998 AE: 9:22 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 1RD SECT CNN NO OF AVE PIER HEIGHT 1 BASE 2L ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) )DE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 l 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 l 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 I I I I I I 0 0 I WATER SURFACE PROFILE - ELEMENT CARD LISTING ImENT L-Loam*`E)"* NO 1 IS A SYSTEM OUTLET U U/S DATA STATION INVERT SECT W S ELEV 1000.00 1052.43 3 1056.30 _EMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1D34.40 1056.25 3 0.010 0.00 0.00 0.00 0 ENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1034.40 1056.25 14 0.500 ENT NO 4 IS A SYSTEM HEADWORKS C_6. V-1� U/S DATA STATION INVERT SECT W S ELEV 1034.40 1056.25 14 0.00 ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING �IT RNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC I I I I I I 0 0 I & ' ENSEE: R.B.F. ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-11"- PARCEL MAP 28530 TEMECULA REGIONAL MALL ' FILE:1135811 OFILE:1135B11O 4TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR t ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ELEM SO SF AVE HF NORM DEPTH ZR rrrrrrrrrrrrrrr rrrararaarrrrrr rrrrrrrraaaaarrarrrrrrrrra rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrarrr rrrrrrrar as rrrrrr rrraaraaarrrrr t 00 0 1052.43 3.870 1056.300 9.1 5.15 0.412 1056.712 0.00 1.167 1.50 0.00 0.00 0 0.00 ' 15.94 0.11105 .004441 0.07 0.450 0.00 015.94 1054.20 2.187 1056.387 9.1 5.15 0.412 1056.799 0.00 1.167 1.50 0.00 0.00 0 0.00 ' RAULIC JUMP 0.00 015.94 1054.20 0.618 1054.818 9.1 13.25 2.724 1057.542 0.00 1.167 1.50 0.00 0.00 0 0.00 0.87 0.11105 .035030 0.03 0.450 0.00 , 316.81 1054.30 0.618 1054.914 9.1 13.23 2.717 1057.631 0.00 1.167 1.50 0.00 0.00 0 0.00 2.86 0.11105 .032827 0.09 0.450 0.00 ' )19.67 1054.62 0.641 1055.256 9.1 12.62 2.474 1057.730 0.00 1.167 1.50 0.00 0.00 0 0.00 2.45 0.11105 .028847 0.07 0.450 0.00 ]22.12 1054.89 0.665 1055.551 9.1 12.04 2.250 1057.801 0.00 1.167 1.50 0.00 0.00 0 0.00 2.10 0.11105 .025347 0.05 0.450 0.00 324.22 1055.12 0.689 1055.809 9.1 11.48 2.045 1057.854 0.00 1.167 1.50 0.00 0.00 0 0.00 ' 1.80 0.11105 .022280 0.04 0.450 0.00 )26.02 1055.32 0.715 1056.035 e 9.1 10.94 1.858 1057.893 0.00 1.167 1.50 0.00 0.00 0 0.00 1.55 0.11105 .019604 0.03 0.450 0.00 ' 327.57 1055.49 0.742 1056.234 9.1 10.42 1.687 1057.921 0.00 1.167 1.50 0.00 0.00 0 0.00 1.33 0.11105 .017266 0.02 0.450 0.00 , 128.90 1055.64 0.771 1056.410 9.1 9.95 1.536 1057.946 0.00 1.167 1.50 0.00 0.00 0 0.00 1.15 0.11105 , .015214 0.02 0.450 0.00 330.05 1055.17 0.800 1056.567 9.1 9.48 1.395 1057.962 0.00 1.167 1.50 0.00 0.00 0 0.00 ' 0.98 0.11105 .013416 0.01 0.450 0.00 ISEE: R.B.F. S ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL 6-11"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135811 OFILE:1135B110 ION 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 EM 50 SF AVE HF NORM DEPTH ZR rrrr.•rrrrrrrrrrrrrrrrrrrrrrrr.rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr.rrrrrrrrrrrrrr rr rrrrrrarrrr 1.03 1055.87 0.832 1056.707 9.1 9.04 1.268 1057.975 0.00 1.167 1.50 0.00 0.00 0 0.00 0.83 0.11105 .011848 0.01 0.450 0.00 1.86 1055.97 0.865 1056.833 9.1 8.62 1.153 1057.986 0.00 1.167 1.50 0.00 0.00 0 0.00 0.69 0.11105 .010472 0.01 0.450 0.00 2.55 1056.05 0.900 1056.945 9.1 8.22 1.049 1057.994 0.00 1.167 1.50 0.00 0.00 0 0.00 0.57 0.11105 .009269 0.01 0.450 0.00 3.12 1056.11 0.937 1057.045 9.1 7.84 0.954 1057.999 0.00 1.167 1.50 0.00 0.00 0 0.00 1 0.47 0.11105 .008216 0.00 0.450 0.00 033.59 1056.16 0.976 1057.136 9.1 7.47 0.867 1058.003 0.00 1.167 1.50 0.00 0.00 0 0.00 ' 0.35 0.11105 0.00 0.450 0.00 .007297 13.94 1056.20 1.018 1057.217 9.1 7.12 0.787 1058.004 0.00 1.167 1.50 0.00 0.00 0 0.00 0.26 0.11105 .006497 0.00 0.450 0.00 ,4.20 1056.23 1.063 1057.290 9.1 6.79 0.716 1058.006 0.00 1.167 1.50 0.00 0.00 0 0.00 0.15 0.11105 .005803 0.00 0.450 0.00 4.35 1056.24 1.112 1057.356 9.1 6.48 0.651 1058.007 0.00 1.167 1.50 0.00 0.00 0 0.00 0.05 0.11105 .005201 0.00 0.450 0.00 4.40 1056.25 1.167 1057.417 9.1 6.17 0.591 1058.008 0.00 1.167 1.50 0.00 0.00 0 0.00 ' ENTRANCE c� _ b n -\\ 0.00 034.40 1056.25 2.141 10158.391 9.1 1.06 0.018 1058.409 0.00 0.544 4.00 4.00 0.00 0 0.00 %DING LINE NO 1 IS - %DING LINE NO 2 IS - KING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL B-12"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B12 OFILE:11358120 PAGE NO 3 ' 3/ 4/1998 9:23 ' FCHANNEL WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 2D SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) ' NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 '2 4 1.25 3 4 1.50 4 4 2.00 ' S 4 2.50 b G 3.00 7 4 3.50 8 4 4.00 '9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 6.24 4.00 0.00 0.00 0.00 1 1 1 F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING 1 EMENT NO 1 IS A SYSTEM OUTLET C\ U/S DATA STATION INVERT SECT 1000.00 1052..43 3 EMENT NO 2 IS A JUNCTION13 ��CS v"\Z^1* U/S DATA ATION INVERT SECT LAT-1 LAT-2 N 1053.13 1053.63 3 1 0 0.010 EMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N 1147.81 1055.76 3 0.010 "EMENT NO 4 1S A WALL ENTRANCE U/S DATA STATION' INVERT SECT FP 11147.81 1055.76 14 0.200 EMENT NO 5 IS A JUNCTION1-7 jf- C.(% (y-� Z * U/S DATA \ ATION INVERT SECT LAT -1 LAT -2 N 1149.31 1055.86 14 8 0 0.015 EMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N 1150.81 1056.26 14 0.015 1 PAGE NO 2 W S ELEV 1056.28 x x x 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1.2 0.0 1053.94 0.00 45.00 0.00 RADIUS ANGLE ANC PT MAN H 0.00 0.00 0.00 0 x x x 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 0.8 0.0 1055.86 0.00 90.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 EMENT NO 7 IS A WALL EXIT ' U/S DATA STATION INVERT SECT 1150.81 1056.26 1 EMENT NO 8 IS A JUNCTION1� Lj(25 Pj't-\2>Z - U/S DATA TATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1230.74 1056.76 1 1 0 0.010 1.3 0.0 1056.76 0.00 45.00 0.00 EMENT NO 9 IS A REACH ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 126 35 1056.97 1 0.014 0.00 0.00 0.00 0 EMENT NO 10 IS A SYSTEM NEADWORK�u U/S DATA STATION INVERT SECT W S ELEV 1264.35 1056.97 1 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 INSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE TEMECULA REGIONAL "LATERAL MALL B-12"- PARCEL MAP 28530 FILE:1135B12 OFILE:1135B120 ,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 ift1f*'f*ftitt*xrtfrtt*xxxrtxxxxlxx!!t!llkkflff*f*rt*kkklt**ffkf trtkt**k**fftlxkk**!*klltfrtfff ttrt tf tttxrtrtft*rt*txxxxxxxxxxxxxxxlxxx 1� 00.00 1052.43 3.850 1056.280 6.3 3.57 0.197 1056.477 0.00 0.970 1.50 0.00 0.00 0 0.00 X T STR 0.02259 ;1 �j) (-( - O- .001762 0.09 0.00 ,53.13 1053.63 2..857 1056.487 5.1 2.89 0.129 1056.616 0.00 0.869 1.50 0.00 0.00 0 0.00 64.30 0.02250 .001380 0.09 0.510 0.00 17.43 1055.08 1.500 1056.577 5.1 2.89 0.129 1056.706 0.00 0.869 1.50 0.00 0.00 0 0.00 15.94 0.02250 .001292 0.01 0.510 0.00 23.37 1055.21 1.360 1056.570 5.1 3.03 0.142 1056.712 0.00 0.869 1.50 0.00 0.00 0 0.00 ' 3.10 0.02250 .001263 0.00 0.510 0.00 1126.47 1055.28 1.280 1056.550 5.1 3.18 0.157 1056.717 0.00 0.869 1.50 0.00 0.00 0 0.00 ' 2.43 0.02250 0.00 0.510 0.00 .001367 8.90 1055.34 1.213 1056.548 5.1 3.33 0.172 1056.720 0.00 0.869 1.50 0.00 0.00 0 0.00 0.27 0.02250 .001429 0.00 0.510 0.00 9.17 1055.34 1.213 1056.554 5.1 3.33 0.172 1056.726 0.00 0.869 1.50 0.00 0.00 0 0.00 )RAULIC JUMP 0.00 '29.17 1055.34 0.598 1055.939 5.1 7.76 0.936 1056.875 0.00 0.869 1.50 0.00 0.00 0 0.00 2.07 0.02250 .011651 0.02 0.510 0.00 31.24 1055.39 0.620 1056.007 5.1 7.39 0.848 1056.855 0.00 0.869 1.50 0.00 0.00 0 0.00 ' 4.40 0.02250 .010207 0.04 0.510 0.00 1135.64 1055.49 0.643 1056.129 5.1 7.04 0.771 1056.900 0.00 0.869 1.50 0.00 0.00 0 0.00 ' 3.47 0.02250 0.03 0.510 .008964 0.00 9.11 1055.56 0.666 1056.230 5.1 6.72 0.701 1056.931 0.00 0.869 1.50 0.00 0.00 0 0.00 2.65 0.02250 .007876 0.02 0.510 0.00 _NSEE: R.B.F. S ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-12"- PARCEL MAP 28530 TEMECULA REGIONAL MALL ' FILE:1135B12 OFILE:11358120 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 =LEM 50 SF AVE HF NORM DEPTH ZR , liif ttttttiiixYY#ix#ttiYYx###YY#iiti#xiitiitiiiffiiiitiif tiiif#i#fof#kf #iif iifilii#fitiif#ik#f##Y YY YYYYYYYxYYxxYxxYYxxxxYYx#fxx 141.76 1055.62 0.691 1056.315 5.1 6.41 0.637 1056.952 0.00 0.869 1.50 0.00 0.00 0 0.00 ' 2.05 0.02250 .006927 0.01 0.510 0.00 143.81 1055.67 0.717 1056.387 5.1 6.11 0.579 1056.966 0.00 0.869 1.50 0.00 0.00 0 0.00 ' 1.56 0.02250 .006095 0.01 0.510 0.00 , 145.37 1055.70 0.744 1056.449 5.1 5.82 0.526 1056.975 0.00 0.869 1.50 0.00 0.00 0 0.00 1.10 0.02250 .005367 0.01 0.510 0.00 ' 146.47 1055.73 0.773 1056.503 5.1 5.55 0.478 1056.981 0.00 0.869 1.50 0.00 0.00 0 0.00 0.76 0.02250 .004731 0.00 0.510 0.00 ' 147.23 1055.75 0.803 1056.550 5.1 5.30 0.436 . 1056.986 0.00 0.869 1.50 0.00 0.00 0 0.00 ' 0.47 0.02250 .004172 0.00 0.510 0.00 147.70 1055.76 0.834 1056.592 5.1 5.04 0.395 1056.987 0.00 0.869 1.50 0.00 0.00 0 0.00 0.11 0.02250 .003678 0.00 0.510 0.00 147.81 1055.76 0.869 1056.629 5.1 4.81 0.359 1056.988 0.00. 0.869 1.50 0.00 0.00 0 0.00 , LL ENTRANCE 0.00 147.81 1055.76 11..378 1057.138 5.1 0.93 0.013 1057.151 0.00 0.370 6.24 4.00 0.00 0 0.00 CT STR 0.06667 j :Z1 C.( -1 (a- 2 .000106 0.00 0.00 ' 149.31 1055.86 1.284 1057.144 4.3 0.84 0.011 1057.155 0.00 0.330 6.24 4.00 0.00 0 0.00 -�fCp tF 6�"17E = I . act 0.22 0.26667 .000106 0.00 0.100 0.00 , 149.53 1055.92 1.225 1057.144 4.3 0.88 0.012 1057.156 0.00 0.330 6.24 4.00 0.00 0 0.00 ' 0.21 0.26667 .000121 0.00 0.100 0.00 149.74 1055.97 1.168 1057.143 4.3 0.92 0.013 1057.156 0.00 0.330 6.24 4.00 0.00 0 0.00 ' 0.20 0.26667 .000139 0.00 0.100 0.00 1 1 '1SEE: R.B.F. & ASSOC. - SAN DIEGO F0515P _ PAGE 3 WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE TEMECULA REGIONAL "LATERAL MALL 8-12"- PARCEL MAP 28530 FILE:1135812 OFILE:1135B120 ION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL MGT/ BASE/ 2L NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SO SF AVE HF NORM DEPTH 2R �EM rrxxrx+rr++++r+rrxxxxrr+++++++r+rrxxrx+rrrr+++r+r+r+++++++++++r+++r+rr+rr+xrrrrrrrrrrxxxrxxrxxr++r++rrr+++++++++rrrrrrxrrrrrrr 9.94 1056.03 1.113 1057.141 4.3 0.97 0.014 1057.155 0.00 0.330 6.24 4.00 0.00 0 0.00 0.19 0.26667 .000160 0.00 0.100 0.00 0.13 1056.08 1.062 1057.140 4.3 1.01 0.016 1057.156 0.00 0.330 6.24 4.00 0.00 0 0.00 0.18 0.26667 .000182 0.00 0.100 0.00 0.31 1056.13 1.012 1057.138 4.3 1.06 0.018 1057.156 0.00 0.330 6.24 4.00 0.00 0 0.00 0.17 0.26667 .000209 0.00 0.100 0.00 0.48 1056.17 0.965 1057.136 4.3 1.11 0.019 1057.155 0.00 0.330 6.24 4.00 0.00 0 0.00 0.16 0.26667 .000240 0.00 0.100 0.00 150.64 1056.21 0.920 1057.134 4.3 1.17 0.021 1057.155 0.00 0.330 6.24 4.00 0.00 0 0.00 ,0.15 0.26667 0.00 0.100 0.00 .000276 10.79 1056.26 0.877 1057.132 4.3 1.23 0.023 1057.155 0.00 0.330 6.24 4.00 0.00 0 0.00 0.02 0.26667 .000298 0.00 0.100 0.00 '0.81 1056.26 0.872 1057.132 4.3 1.23 0.024 1057.156 0.00 0.330 6.24 4.00 0.00 0 0.00 LL EXIT 0.00 0.81 1056.26 1057.133 4.3 5.91 0.543 1057.676 0.00 0.872 1.00 0.00 0.00 0 0.00 �0.8873 0STR 0.00626 111 ) - R_1z_� .006011 0.48 0.00 0.74 1056.76 1.3364 1058.124 3.0 3.82 0.227 1058.351 0.00 0.743 1.00 0.00 0.00 0 0.00 Ft 0n.0_0625 .008223 0.28 1.000 0.00 `t QADF �Q� t t--] C�,9-1�1�L327 awl 264.35 1056.97 1.431 1058.401 3.0 3.82 0.227 1058.628 0.00 0.743 1.00 0.00 0.00 0 0.00 1 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING ,DING LINE NO 1 IS - STORM DRAIN LINE "LATERAL B-12.1"- PARCEL MAP 26530 %DING LINE NO 2 IS - QLQI�.. TEMECULA REGIONAL MALL 1DING LINE NO 3 IS - FILE:1135B12.1 OFILE:1135812.10 PAGE NO 3 ' 3/ 4/1998 10: 5 FCHANNEL WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 :D SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(b) Y(7) Y(8) Y(9) Y(10) ' NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 '2 4 1.25 3 4 1.50 4 4 2.00 'S 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 '9 4 4.50 10 4 5.00 11 4 5.50 '12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 3.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE-ELEMENT CARD LISTING :HENT NO 1 IS A SYSTEM OUTLET (j� L�t,,Fz,.6-Vi-- U/S DATA STATION INVERT SECT W S ELEV 1000.00 1053.88 1 1056.48 :HENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1094.96 1057.20 1 0.010 0.00 0.00 0.00 0 -HENT NO 3 IS A WALL ENTRANCE * ' U/S DATA STATION INVERT SECT FP 1094.96 1057.20 14 0.500 =HENT NO 4 IS A SYSTEM HEADWORKS QAITr OLAIF� C��- ►�.�CT�i *CEJ U/S DATA STATION INVERT SECT W S ELEV 1094.96 1057.20 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 'SEE: 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:1135B12.1 OFILE:1135B12.10 ,ION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL 12.23 ELEV OF FLOW ELEV 0.00 0.00 HEAD GRD.EL. ELEV DEPTH 1.97 SO 0.263 1.00 SF AVE HF 0 0.00 'EM 1056.414 1.2 .7.27 0.821 1057.235 0.00 0.462 66 0.03496 0.240 0.00 .027382 0.24 0.00 1053.88 2.600 1056.480 1.2 1.53 0.036 1056.516 0.00 0.462 6.66 0.03496 F.34 0.03496 0.00 0.00 .000662 0.03 .023942 0.13 6.66 1055.51 1.000 1056.511 1.2 1.53 0.036 1056.547 0.00 0.462 2.57 0.03496 1.69 0.03496 .000620 0.00 19.23 1055.60 0.907 1056.508 1.2 0.040 1056.548 .020945 0.08 .66 1056.77 0.291 1.60 1.2 6.32 0.00 0.462 '1.46 0.03496 .000607 0.00 )50.69 1055.65 0.853 1056.505 1.2 1.68 0.044 1056.549 0.00 0.462 1.15 1 0.03496 .000658 0.00 )51.84 1055.69 0.809 1056.501 1.2 1.76 0.048 1056.549 0.00 0.462 10.90 0.03496 0.00 .000724 2.74 1055.72 0.770 1056.493 1.2 1.85 0.053 1056.546 0.00 0.462 I '.AULIC JUMP IF- 74 1055.72 0.254 1055.977 1.2 7.64 0.907 1056.884 0.00 - 0.462 12.23 0.03496 1.00 0.00 0.00 .031404 0.38 0.240 1.97 1056.15 0.263 1.00 0.00 0.00 0 0.00 1056.414 1.2 .7.27 0.821 1057.235 0.00 0.462 66 0.03496 0.240 0.00 .027382 0.24 1.00 )73.63 1056.45 0.272 1056.726 1.2 6.94 0.747 1057.473 0.00 0.462 F.34 0.03496 0.00 0.00 0 0.00 .023942 0.13 0.00 )78.97 1056.64 0.281 1056.922 1.2 6.59 0.675 1057.597 0.00 0.462 1.69 0.03496 .020945 0.08 .66 1056.77 0.291 1057.061 1.2 6.32 0.619 1057.680 0.00 0.462 1 2.77 0.03496 .018336 0.05 PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER WORM DEPTH ZR ---------------------------------------- 1.00 0.00 0.00 0 0.00 0.240 0.00 1.00 0.00 0.00 0 0.00 0.240 0.00 .1.00 0.00 0.00 0 0.00 0.240 0.00 0.240 0.00 1.00 0.00 0.00 0 0.00 0.240 0.00 1.00 0.00 0.00 0 0.00 0.240 0.00 1.00 0.00 0.00 0 0.00 0.240 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0.00 0 0.00 0.240 0.00 1.00 0.00 0.00 0 0.00 0.240 0.00 1.00 0.00 0.00 0 0.00 0.240 0.00 1.00 0.00 0.00 0 0.00 0.240 0.00 1.00 0.00 0.00 0 0.00 0.240 0.00 ' :ENSEE: R.B.F. d ASSOC. - SAN DIEGO F0515P PAGE 2 NATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-12.1"- PARCEL MAP 28530 TEMECULA REGIONAL MALL , FILE:1135B12.1 OFILE:1135B12.10 iATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HOT/ BASE/ ZL NO AVBPR , ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER fELEM 50 SF AVE HF NORM DEPTH ZR , 1085.43 1056.87 0.301 1057.168 1.2 6.00 0.559 1057.727 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 2.12 0.03496 .016058 0.03 0.240 0.00 1087.55 1056.94 0.312 1057.253 1.2 5.74 0.512 1057.765 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 1.69 0.03496 .014070 0.02 0.240 0.00 ' 1089.24 1057.00 0.323 1057.323 1.2 5.45 0.462 1057.785 0.00 0.462 1.00 0.00 0.00 0 0.00 1.37 0.03496 .012320 0.02 0.240 0.00 ' 1090.61 1057.05 0.334 1057.382 1.2 5.22 0.423 1057.805 0.00 0.462 1.00 0.00 0.00 0 0.00 1.09 0.03496 .010790 0.01 0.240 0.00 ' 1091.70 1057.09 0.346 1057.432 1.2 4.96 0.382 1057.814 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 0.90 0.03496 .009455 0.01 0.240 0.00 1092.60 1057.12 0.358 1057.475 1.2 4.74 0.349 1057.824 0.00 0.462 1.00 0.00 0.00 0 0.00 , 0.70 0.03496 .008287 0.01 0.240 0.00 1093.30 1057.14 0.371 1057.513 1.2 4.51 0.316 1057.829 0.00 0.462 1.00 0.00 0.00 0 0.00 , 0.53 0.03496 .007274 0.00 0.240 0.00 , 1093.83 1057.16 0.385 1057.545 1.2 4.30 0.287 1057.832 0.00 0.462 1.00 0.00 0.00 0 0.00 0.46 0.03496 .006380 0.00 0.240 0.00 ' 1094.29 1057.18 0.398 1057.575 1.2 4.11 .0.262 1057.837 0.00 0.462 1.00 0.00 0.00 0 0.00 0.30 0.03496 .005596 0.00 0.240 0.00 ' 1094.59 1057.19 0.413 1057.600 1.2 3.91 0.237 1057.837 0.00 0.462 1.00 0.00 0.00 0 0.00 ' 0.22 0.03496 .004915 0.00 0.240 0.00 1094.81 1057.19 0.428 1057.623 1.2 3.73 0.216 1057.839 0.00 0.462 1.00 0.00 0.00 D 0.00 , 0.12 0.03496 .004318 0.00 0.240 0.00 tSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P 94.93 1057.20 0.444 1057.643 1.2 3.56 0.197 1057.840 0.00 0.462 0.03 0.03496 .003784 0.00 4.96 1057.20 0.462 1057.662 1.2 3.38 0.177 1057.839 0.00 0.462 LL ENTRANCE V0. op --P I � (-JN ti -Z' 1ci 1J 14.96 1057.20 0.714 1057.914 1.2 0.56 0.005 1057.919 0.00 0.171 1 1 1 PAGE 3 MGT/ BASE/ 2L NO AVBPR DIA ID NO. PIER 2R 1.00 0.00 0.00 WATER SURFACE PROFILE LISTING 0.00 STORM DRAIN LINE "LATERAL B-12.1"- PARCEL MAP 28530 ' 0 0.00 TEMECULA REGIONAL MALL 0.00 4.00 FILE:1135B12.1 OFILE:1135612.10 0 0.00 ION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH EM SO .....S..A VE HF .............................NORM DEPTH 94.93 1057.20 0.444 1057.643 1.2 3.56 0.197 1057.840 0.00 0.462 0.03 0.03496 .003784 0.00 4.96 1057.20 0.462 1057.662 1.2 3.38 0.177 1057.839 0.00 0.462 LL ENTRANCE V0. op --P I � (-JN ti -Z' 1ci 1J 14.96 1057.20 0.714 1057.914 1.2 0.56 0.005 1057.919 0.00 0.171 1 1 1 PAGE 3 MGT/ BASE/ 2L NO AVBPR DIA ID NO. PIER 2R 1.00 0.00 0.00 0 0.00 0.240 0.00 1.00 0.00 0.00 0 0.00 0.00 4.00 3.00 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 B-12.1"- PARCEL MAP 28530 \ h1C�Q�v. Gcr��Q1 tl� DING LINE NO 2 IS - TEMECULA REGIONAL MALL DING LINE NO 3 IS - FILE:1135812.1 OFILE:1135B12.10 PAGE NO 3 ' : 3/ 4/1998 1E: 10: 5 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING ,RD SECT CNN NO OF AVE PIER HEIGHT 1 BASE 'E NO TYPE PIERS WIDTH DIAMETER WIDTH 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 ' 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 ' 13 3 1 1.00 5.00 15.00 14 3 0 0.00 4.00 3.00 [] 1 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 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 Lvz �•4 -1., .EMENT NO 1 IS A SYSTEM OUTLETO U/S DATA STATION INVERT SECT W S ELEV 1000.00 1053.88 1 1056.48 ' .EMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1094.96 1057.20 1 0.010 0.00 0.00 0.00 0 .EMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1094.96 1057.20 14 0.500 .EMENT NO 4 IS A SYSTEM HEADWORKS C_O- P., -`2-A U/S DATA STATION INVERT SECT W S ELEV 1094.96 1057.20 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 'SEE: R.B.F. & 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 'ION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL 1057.133 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH 50 SF AVE HF ,EM ria rwwwrwwwrrrwwwwwrwwrrrrrrr rr rrwrrrwwrrwrrwrwwrwrrwrrr rrrrrrwrrwrrrwwrrwwrrrrrrrr 2.5 8.62 1.154 1057.552 L rK- ps-\2 9.00 0.03496 0.00 1053.88 2.600 1056.480 2.5 3.18 0.157 1056.637 0.00 0.677 5.69 0.03496 1056.727 .002913 0.13 1-050 1057-777 5.69 1055.48 1.160 1056-637 2.5 3.18 0.157 1056-794 0.00 0-677 RAULIC JUMP 5.69 1055.48 0.382 1055.859 2.5 9.06 1.274 1057.133 0-00 0.677 5.01 0-03496 .028435 0.43 0.70 1056.00 0.396 1056.398 2.5 8.62 1.154 1057.552 0.00 0.677 9.00 0.03496 -024850 0.22 069.70 1056-32 0.410 1056.727 2.5 8.22 1-050 1057-777 0.00 0.677 16-11 0.03496 0-13 .021806 81 1056.53 0-425 1056.956 2.5 7.84 0-954 1057-910 0.00 0.677 4.48 0.03496 .019159 0-09 0.29 1056.69 0.441 1057.128 2.5 7.49 0-870 1057-998 0.00. 0.677 3.41 0.03496 .016850 0-06 13-70 1056.81 0.458 1057.264 2.5 7.12 0.788 1058.052 0.00 0-677 2.72 0.03496 .014822 0.04 1 6-42 1056-90 0.475 1057.376 2-5 6-79 0-717 1058.093 0-00 0.677 2.15 0.03496 .013039 0.03 088.57 1056.98 0.493 1057.470 2.5 6.48 0.651 1058.121 0.00 0.677 11.71 0.03496 0.02 .011482 0.28 1057.04 0.512 1057.549 2.5 6.17 0.592 1058.141 0.00 0.677 PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrwr 1.00 0.00 0.00 0 0.00 0.360 0.00 1.00 0.00 0.00 0 0.00 0-00 1.00 0.00 0.00 0 0.00 0.360 0.00 1-00 0.00 0.00 0 0.00 0.360 0.00 1.00 0.00 0.00 0 0-00 0.360 0.00 1.00 0.00 0.00 0 0.00 0.360 0.00 1.00 0.00 0.00 0 0.00 0.360 0.00 1.00 , 0.00 0.00 0 0.00 0.360 0.00 1.00 0.00 0.00 0 0.00 0-360 0.00 1.00 0.00 0.00 0 0.00 0.360 0-00 1.00 0.00 0.00 0 0.00 1.41 0.03496 .010112 0.01 0.360 1 0.00 m & ' :ENSEE: R.B.F. ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-12.1"- PARCEL MAP 28530 TEMECULA REGIONAL MALL , FILE:1135B12.1 OFILE:1135812.10 lATION 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 IELEM SO SF AVE HF NORM DEPTH ZR ' .+rrxrrxrrrrrrrr rrrrxrxrrrr rr rrrrrrrrrrrrrrrrr rr rrrrrrrrrrrrrrrrxxrrrrrrrrrrrrrrrrrrrrrr rrrrrrxrrrrrrrrrrrrr rrrrr*+rrrrrrrrrrxrrr 1091.69 1057.09 0.531 1057.617 2.5 5.90 0.540 1058.157 0.00 0.677 1.00 0.00 0.00 0 0.00 ' 1.07 0.03496 .008913 0.01 0.360 0.00 1092.76 1057.12 0.552 1057.675 2.5 5.62 0.490 1058.165 0.00 0:677 1.00 0.00 0.00 0 0.00 ' 0.83 0.03496 .007869 0.01 0.360 0.00 ' 1093.59 1057.15 0.574 1057.726 2.5 5.35 0.445 1058.171 0.00 0.677 1.00 0.00 0.00 0 0.00 0.63 0.03496 .006954 0.00 0.360 0.00 ' 1094.22 1057.17 0.597 1057.771 2.5 5.10 0.404 1058.175 0.00 0.677 1.00 0.00 0.00 0 0.00 0.40 0.03496 .006156 0.00 0.360 0.00 , 1094.62 1057.19 0.622 1057.810 2.5 4.86 0.367 1058.177 0.00 0.677 1.00 0.00 0.00 0 0.00 ' 0.26 0.03496 .005458 0.00 0.360 0.00 1094.88 1057.20 0.648 1057.845 2.5 4.64 0.334 1058.179 0.00 0.677 1.00 0.00 0.00 0 0.00 ' 0.08 0.03496 .004839 0.00 0.360 0.00 1094.96 1057.20 0.677 1057.877 2.5 4.42 0.303 1058.180 0.00 0.677 1.00 0.00 0.00 0 0.00 ILL ENTRANCE c- Z. R�,-11,1 0.00 ' 1094.96 1057.20 1.135 1058.335 2.5 0.73 0.008 1058.343 0.00 0.278 4.00 3.00 0.00 0 0.00 -fi o P o(F- f-2,� , k oz. _ Z c, ' F 0 5 1 5 P I 1 1 1 11 PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING ING LINE NO i IS - ' STORM DRAIN LINE "LATERAL 8-12.2"- PARCEL MAP 28530 11NG LINE NO 2 IS - TEMECULA REGIONAL MALL �NG LINE NO 3 IS - FI LE:1135812-2 OfILE:1135B12.20 I 1 1 1 11 PAGE NO 3 3/ 4/1998 E: 10: 6 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 RD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 7.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 IMENT WATER SURFACE PROFILE - ELEMENT CARD LISTING NO 1 IS A SYSTEM OUTLET (�) L -R _ C3 -1Z U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1056.76 1 1058.12 EMENT NO 2 IS.A REACH ` • ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1040.31 1057.16 1 0.010 0.00 0.00 0.00 0 ENT NO 3 IS A SYSTEM HEADWORKS \1-1*- U/S DATA STATION INVERT SECT W S ELEV 1040.31 1057.16 1 0.00 EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING tRNING NO. 2 " - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV - DC I I II I I J 7 ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-12.2"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135812.2 QFILE:1135B12.20 ATI ON INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH --LEM SO SF AVE HF xrrrrrrrrrxxttrrrrrr+x+rrr+rrrrrxtrrrrrxrrxtxrtxttrrrxrtttrrrr+tr+r++r�rrrrrr+++r++ LAP- C3 l2 ]0 .OD 1056.76 1.360 1058. i20 1.3 1.66 0.043 1056.163 0.00 0.482 39.41 0.00992 .000777 0.03 339.41 1057.15 1.000 1058.151 1.3 1.66 0.043 1058.194 0.00 0.482 0.90 0.00992 .000748 0.00 2aX �QA�w7 C7J,r1�J>✓2S�p� )40.31 1057.16 0.991 1058.151 1.3 1.66 0.043 1058.194 0.00 0.482 ' PAGE 1 ' HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR ' rrrrrrrartxrtxtxtx+rtrrrr++rrxrrrrrrrxxx 1.00 0.00 0.00 0 0.00 , 0.360 0.00 1.00 0.00 0.00 0 0.00 0.360 0.00 ' 1.00 0.00 0.00 0 0.00 1 ' F 0 5 1 5 P 1 1 1 1 I .1 PAGE NO 3 NATER SURFACE PROFILE - TITLE CARD LISTING �NG LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B -12A"- PARCEL MAP 28530 DING LINE NO 2 IS - TEMECULA REGIONAL MALL �NG LINE NO 3 IS - FILE:1135612A OFI LE:1135612A.0 1 1 1 1 I .1 PAGE NO 3 "E: 3/ 4/1998 AE: 9:23 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 1RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) )DE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 l 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 7 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 RENT WATER SURFACE PROFILE - ELEMENT /`�, CARD LISTING NO 1 IS A SYSTEM OUTLET a "a>, r1i _Zj, U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1052.38 1 1056.27 3MENT NO 2 IS A REACH ' ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1086.76 1056.33 1 0.010 0.00 0.00 0.00 0 ENT NO 3 IS A SYSTEM HEADWORKS Qcd-- C)Z()�+-j �ti��_..C-A-L* U/S DATA STATION INVERT SECT W S ELEV 1086.76 1056.33 1 0.00 -DIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING IRNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 1 ' ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B -12A"- PARCEL MAP 28530 TEMECULA REGIONAL MALL ' FILE:1135B12A OFILE:1135B12A.0 ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR t ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER =L�+EEMMSO SF AVE HF NORM DEPTH ZR ' rr`/ rrrrrrrrrrwrwwwwwwrrrr r. rrrr rrrrrirr.rr.rr.wwwr...w.rr.rrrrrrr...rr.ww+ww+wwwrrrrrrrrrrrwwwwrwwrr.rrrrrrr rwrr..wwr.wwxr.r L,x 700.00 1052.38 3.890 1056.270 1.1 1.40 0.030 1056.300 0.00 0.441 1.00 0.00 0.00 0 0.00 t 64.27 0.04553 .000557 0.04 0.210 0.00 064.27 1055.31 1.000 1056.306 1.1 1.40 0.030 1056.336 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 1.98 0.04553 .000521 0.00 0.210 0.00 , 066.25 1055.40 0.907 1056.303 1.1 1.47 0.033 1056.336 0.00 0.441 1.00 0.00 0.00 0 0.00 1.12 0.04553 .000510 0.00 0.210 0.00 , 067.37 1055.45 0.853 1056.300 1.1 1.54 0.037 1056.337 0.00 0.441 1.00 0.00 0.00 0 0.00 0.90 0.04553 .000553 0.00 0.210 0.00 ' )68.27 1055.49 0.809 1056.297 1.1 1.62 0.041 1056.338 0.00 0.441 1.00 0.00 0.00 0 0.00 , 0.78 0.04553 .000608 0.00 0.210 0.00 )69.05 1055.52 0.770 1056.294 1.1 1.69 0.045 1056.339 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 0.68 0.04553 .00D675 0.00 0.210 0.00 -. )69.73 1055.56 0.735 1056.290 1.1 1.78 0.049 1056.339 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 0.05 0.04553 .000754 0.00 0.210 0.00 ' )69.78 1055.56 0.703 1056.260 1.1 1.86 0.054 1056.314 0.00 0.441 1.00 0.00 0.00 0 0.00 ZAULIC JUMP' 0.00 )69.78 1055.56 0.243 1055.800 1.1 7.43 0.858 1056.658 0.00 0.441 1.00 0.00 0.00 0 0.00 1.27 0.04553 :031351 0.04 0.210 0.00 ' )71.05 1055.62 0.251 1055.866 1.1 7.10 0.782 1056.648 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 3.38 0.04553 .027245 0.09 0.210 0.00 )74.43 1055.77 0.260 1056.029 1.1 6.75 0.707 1056.736 0.00 0.441 1.00 0.00 0.00 0 0.00 , 2.56 0.04553 .023846 0.06 0.210 0.00 tSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL TEMECULA REGIONAL MALL B -12A"- PARCEL MAP 28530 FILE:1135812A OFILE:1135612A.0 ION 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 EM SO SF AVE HF NORM DEPTH ZR rxwxrrrrrxrrrrrrrrrwrwwwwxwrrrrrxrxrrrrrrrrrrrrrrrrrrrrrwrwww ww wwwwwxwww+wwwwwwwrrwwrxrwrrrrrrrrrrrr rr rrrrrrrxrrrrrwwwrwww wwwx 6.99 1055.88 0.269 1056.154 1.1 6.43 0.643 1056.797 0.00 0.441 1.00 0.00 0.00 0 0.00 1.97 0.04553 .020882 0.04 0.210 0.00 8.96 1055.97 0.279 1056.254 1.1 6.15 0.586 1056.840 0.00 0.441 1.00 0.00 0.00 0 0.00 1.62 0.04553 .018275 0.03 0.210 0.00 10.58 1056.05 0.288 1056.337 1.1 5.85 0.532 1056.869 0.00 0.441 1.00 0.00 0.00 0 0.00 1.30 0.04553 .015979 0.02 0.210 0.00 1.88 1056.11 0.298 1056.406 1.1 5.58 0.484 1056.890 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 1.05 0.04553 .013997 0.01 0.210 0.00 082.93 1056.16 0.309 1056.465 1.1 5.31 0.438 1056.903 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 0.87 0.04553 0.01 - 0.210 .012268 0.00 3.80 1056.19 0.320 1056.515 1.1 5.07 0.399 1056.914 0.00 0.441 1.00 0.00 0.00 0 0.00 0.73 0.04553 .010743 0.01 0.210 0.00 4.53 1056.23 0.331 1056.559 1.1 4.85 0.365 1056.924 0.00 0.441 1.00 0.00 0.00 0 0.00 0.58 0.04553 .009411 0.01 0.210 0.00 15.11 1056.26 0.343 1056.598 1.1 4.62 0.332 1056.930 0.00 0.441 1.00 0.00 0.00 0 0.00 0.49 0.04553 .008249 0.00 0.210 0.00 5.60 1056.28 0.355 1056.632 1.1 4.40 0.301 1056.933 0.00 0.441 1.00 0.00 0.00 0 0.00 0.37 0.04553 .007232 0.00 0.210 0.00 085.97 1056.29 0.368 1056.662 -1.1 4.20 0.274 1056.936 0.00 0.441 1.00 0.00 0.00 0 0.00 0.30 0.04553 .006342 0.00 0.210 0.00 6.27 1056.31 0.381 1056.689 1.1 4.00 0.248 1056.937 0.00 0.441 1.00 0.00 0.00 0 0.00 0.22 0.04553 .005563 0.00 0.210 0.00 L S ENSEE: R.B.F. ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B -12A"- PARCEL MAP 28530 TEMECULA REGIONAL MALL ' FILE:1135812A OFILE:1135B12A.0 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 50 SF AVE HF NORM DEPTH 2R , rrr.rr rr rrrrrrrrrrrrrrrrrrrrrrr r.rr.rrr.rr..rrrrrrrrrrrrrrrr..rrr•rr..r..rr.rrr.rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr.r.r....r 086.49 1056.32 0.395 1056.713 1.1 3.81 0.225 1056.938 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 0.16 0.04553 .004881 0.00 0.210 0.00 086.65 1056.33 0.409 1056.734 1.1 3.63 0.205 1056.939 0.00 0.441 1.00 0.00 0.00 0 0.00 ' 0.08 0.04553 .004283 0.00 0.210 0.00 ' 086.73 1056.33 0.424 1056.753 1.1 3.47 0.187 1056.940 0.00 0.441 1.00 0.00 0.00 0 0.00 0�.030.04553 .003749 0.00 0.210 0.00 `-^ ��i��e�fA�J w1 Z6� ' 086.76 1056.33 0.441 1056.771 1.1 3.29 0.168 1056.939 0.00 0.441 1.00 0.00 0.00 0 0.00 ING LINE NO 1 IS - SING LINE NO 2 IS - ING LINE NO 3 IS - 1 t 0 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL B -12B"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:11356128 DFILE:1135B72B.0 PAGE NO 3 E: 3/ 4/1998 'E: 9:23 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 .RD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) OE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 i 4 4 2.00 5 4 2.50 i 6 4 3.00 i 7 4 3.50 i 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 1 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 I 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 IMENT WATER SURFACE PROFILE - ELEMENT CARD LISTING NO 1 IS A SYSTEM OUTLET �'� u�"„ `- V U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1052.66 1 1056.55 _EMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N - RADIUS ANGLE ANG PT MAN H ' 1086.76 1055.30 1 0.010 0.00 0.00 0.00 0 NO 3 IS A SYSTEM HEADWORKS-a�l��` 1MENT U/S DATA STATION INVERT SECT W S ELEV 1086.76 1055.30 1 0.00 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 1 1 1 1 1 1 1 ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B -12B"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B12B OFiLE:1135B12B.0 ATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD- GRD.EL. ELEV DEPTH ELEM SO SF AVE HF rrwwwrwwrrwwrrrrrrrrrrr rrrrrrrrrxrrrrwrrrrwrwrwrrrrrrrrrrrrrrrrrrr rrrrrrr+exwrrrr � LI NIS v 0�� 000.0 1052.66 3.890 1056.550 0.4 0.51 0.004 1056.554 0.00 0.261 86.76 0.03043 .000075 0.01 ga q- it . 086.76 1055.30 1.256 1056.556 0.4 0.51 0.004 1056.560 0.00 0.261 PAGE 1 ' HGT/ BASE/ ZL NO AVBPR , DIA ID -NO. PIER NORM DEPTH _�__..........---------R.._1..__.._..__ 1.00 0.00 0.00 0 0.00 ' 0.130 0.00 1.00 0.00 0.00 0 0.00 1 ' F 0 5 1 5 P PAGE NO 2 N S ELEV 1057.28 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 NATER SURFACE PROFILE - ELEMENT CARD LISTING RENT NO I 1 IS A SYSTEM OUTLET b� _ f1 M (-.k l...l4 ` FP U/S DATA STATION INVERT SECT ENT NO 4 1000.00 1053.11 3 EMENT NO 2 IS A REACH • ' ` 1014.89 1058.20 14 U/S DATA STATION INVERT SECT N ' 1014.89 1058.20 3 0.010 N S ELEV 1057.28 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 1 I 11 ENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1014.89 1058.20 14 0.500 ENT NO 4 IS A SYSTEM HEADWORKS G•o . ('�,-`4 U/S DATA STATION INVERT SECT W S ELEV 1014.89 1058.20 14 0.00 IT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING RNING NO. 2 •• - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 I 11 , _NSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-14"- PARCEL MAP 28530 TEMECULA REGIONAL MALL , FILE:1135814 OFILE:11356140 ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL MGT/ BASE/ 2L NO AVBPR , ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER =LEM SO SF AVE HF NORM DEPTH 2R ' rrrrrr+rarra+awaawwrwwrrrrrrrrrrrrrrrrrrrrrrrrr++rarrrr rrararrrara++ra+a++++awr+++++r+wr+rwa++rrwrrrwrwrrrrrrrrrrrrrrrrrrrr 3 .00 1053.11 4.170 1057.280 3.7 2.09 0.068 1057.348 0.00 0.735 1.50 0.00 0.00 0 0.00 ' 7.78 0.34184 .000734 0.01 0.210 0.00 007.78 1055.77 1.500 1057.270 3.7 2.09 0.068 1057.338 0.00 0.735 1.50 0.00 0.00 0 0.00 ' RAULIC JUMP 0.00 007.78 1055.77 0.318 1056.088 3.7 13.55 2.852 1058.940 0.00 0.735 1.50 0.00 0.00 0 0.00 0.07 0.34184 .075454 0.01 0.210 0.00 ' 007.85 1055.79 0.318 1056.111. 3.7 13.50 2.831 1058.942 0.00 0.735 1.50 0.00 0.00 0 0.00 0.91 0.34184 .070530 0.06 0.210 0.00 ' 008.76 1056.10 0.329 1056.433 3.7 12.89 2.581 1059.014 0.00 0.735 1.50 0.00 0.00 0 0.00 ' 0.79 0.34184 .061649 0.05 0.210 0.00 009.55 1056.38 0.340 1056.716 3.7 12.29 2.346 1059.062 0.00 0.735 1.50 0.00 0.00 0 0.00 , 0.70 0.34184 .053900 0.04 0.210 0.00 010.25 1056.62 0.352 1056.967 3.7 11.71 2.129 1059.096 0.00 0.735 1.50 0.00 0.00 0 0.00 ' 0.62 0.34184 .047143 0.03 0.210 0.00 J10.87 1056.83 0.364 1057.189 3.7 11.18 1.940 1059.129 0.00 0.735 1.50 0.00 0.00 0 0.00 0.54 0.34184 .041203 0.02 0.210 0.00 , 311.41 1057.01 0.376 1057.388 3.7 10.63 1.755 1059.143 0.00 0.735 1.50 0.00 0.00 0 0.00 0.48 0.34184 .036019 0.02 0.210 0.00 ' 311.89 1057.18 0.389 1057.565 3.7 10.14 1.596 1059.161 0.00 0.735 1.50 0.00 0.00 0 0.00 ' 0.43 0.34184 .031524 0.01 0.210 0.00 012.32 1057.32 0.403 1057.724 3.7 9.69 1.457 1059.181 0.00 0.735 1.50 0.00 0.00 0 0.00 ' 0.38 0.34184 .027574 0.01 0.210 0.00 E: 3/ 4/1998 E: 9:23 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 RD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) OE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 2.13 3.50 0.00 0.00 0.00 I ING LINE NO 1 IS - 1 )ING LINE NO 2 IS - 1 ING LINE NO 3 IS - i 1 i 1 1 1 1 i 1 i 1 1 i 1 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING 0 STORM DRAIN LINE "LATERAL B-14"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135814 OFILE:1135B140 PAGE NO 3 ' ENSEE: 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:1135813 OFILE:11356130 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 ' rw++rrrrrrtrrrrrrtrrrrrrrrrxrrwxrrrwwwrxwwa+rwrwwtwwww++waxr+rrrrrrxrrrxxwwwwawwrrrrwrtrrrrrrrrr rrwtrr rrrwx+rwrrr+rrrwwrwrawwxww 035.10 1059.53 0.373 1059.900 1.5 5.62 0.490 1060.390 0.00 0.519 1.00 0.00 0.00 0 0.00 ' 0.18 0.18907 .011163 0.00 0.200 0.00 035.28 1059.56 0.386 1059.947 1.5 5.34 0.442 1060.389 0.00 0.519 1.00 0.00 0.00 0 0.00 ' 0.15 0.18907 - .009789 0.00 0.200 0.00 , 035.43 1059.59 0.400 1059.988 1.5 5.10 0.404 1060.392 0.00 0.519 1.00 0.00 0.00 0 0.00 0.12 0.18907 .008595 0.00 0.200 0.00 , 035.55 1059.61 0.415 1060.026 1.5 4.85 0.366 1060.392 0.00 0.519 1.00 0.00 0.00 0 0.00 0.10 0.18907 .007549 0.00 0.200 0.00 , 035.65 1059.63 0.430 1060.060 1.5 4.63 0.333 1060.393 0.00 0.519 1.00 0.00 0.00 0 0.00 ' 0.08 0.18907 .006631 0.00 0.200 0.00 035.73 1059.64 0.446 1060.091 1.5 4.42 0.304 1060.395 0.00 0.519 1.00 0.00 0.00 0 0.00 , 0.06 0.18907 .005830 0.00 0.200 0.00 035.79 1059.66 0.463 1060.119 1.5 4.21 0.276 1060.395 0.00 0.519 1.00 0.00 0.00 0 0.00 , 0.04 0.18907 0.00 0.200 0.00 .005128 ' 035.83 1059.66 0.480 1060.144 1.5 4.02 0.251 1060.395 0.00 0.519 1.00 0.00 0.00 0 0.00 0.03 0.18907 .004510 0.00 0.200 0.00 ' 035.86 1059.67 0.498 1060.167 1.5 3.83 0.227 1060.394 0.00 0.519 1.00 0.00 0.00 0 0.00 0.00 0.18907 .003961 0.00 0.200 0.00 ' Q- 020 ,.-, c--5ron� 035.86 1059.67 0.519 1060.189 1.5 3.64 0.206 1060.395 0.00 0.519 1.00 0.00 0.00 0 0.00 ' ,.'SEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-13"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135813 OFILE:11358130 ION 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 �EM SO SF AVE HF NORM DEPTH ZR #RR YtY YIY####YlfYlf RRitittYRffYYYf!!fR!lIYRRR}ttt}RtY}tYRRtYYY#!f##!#Y!!!Y!!YlYItYIYlYY!!!#!YR}4 YYYY!}YYRYtYY}}tti}}}}iRIRRYYt 0.10 1058.58 0.255 1058.836 1.5 9.49 1.400 1060.236 0.00 0.519 1.00 0.00 0.00 0 0.00 0.84 0.18907 .048013 0.04 0.200 0.00 0.94 1058.74 0.264 1059.003 1.5 9.04 1.268 1060.271 0.00 0.519 1.00 0.00 0.00 0 0.00 0.72 0.18907 .042008 0.03 0.200 0.00 11.66 1058.88 0.273 1059.149 1.5 8.62 1.154 1060.303 0.00 0.519 1.00 0.00 0.00 0 0.00 ' 0.63 0.18907 .036728 0.02 0.200 0.00 032.29 1058.99 0.282 1059.276 1.5 8.20 1.043 1060.319 0.00 0.519 1.00 0.00 0.00 0 0.00 0.54 0.18907 .032128 0.02 0.200 0.00 032.83 1059.10 0.292 1059.389 1.5 7.81 0.948 1060.337 0.00 0.519 1.00 0.00 0.00 0 O.OD 0.47 0.18907 .028156 0.01 0.200 0.00 3.30 1059.19 0.303 1059.489 1.5 7.46 0.865 1060.354 0.00 0.519 1.00 0.00 0.00 0 0.00 0.42 0.18907 .024660 0.01 0.200 0.00 13.72 1059.27 0.313 1059.578 1.5 7.11 0.785 1060.363 0.00 0.519 1.00 0.00 0.00 0 0.00 0.36 0.18907 .021577 0.01 0.200 0.00 14.08 1059.33 0.324 1059.657 1.5 6.79 0.715 1060.372 0.00 0.519 1.00 0.00 0.00 0 0.00 ' 0.31 0.18907 .018911 0.01 0.200 0.00 034.39 1059.39 0.336 1059.728 1.5 6.47 0.649 1060.377 0.00 0.519 1.00 0.00 0.00 0 0.00 ' 0.27 0.18907 .016582 0.00 0.200 0.00 034.66 1059.44 0.348 1059.792 1.5 6.17 0.592 1060.384 0.00 0.519 1.00 0.00 0.00 0 0.00 ' 0.24 0.18907 .014529 0.00 0.200 0.00 4.90 1059.49 0.360 1059.849 1.5 5.88 0.537 1060.386 0.00 0.519 1.00 0.00 0.00 0 0.00 0.20 0.18907 .012733 0.00 0.200 0.00 ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-13"- PARCEL MAP 28530 NO AVBPR ' TEMECULA REGIONAL MALL PIER NORM DEPTH ZR FILE:1135813 OFILE:1135B130 , ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH ELEM SO 0.00 SF AVE HF ' 1.00 0.00 0.00 0 0.00 0.200 0.00 000.00 1052.89 3.`9220 1056.810 1.00 1.5 1.91 0.057 1056.867 0.00 0.519 14.50 0.18907 0.00 , .001049 0.02 0.00 0 014.50 1055.63 1.204 1056.836 1.5 1.91 0.057 1056.893 0.00 0.519 RAULIC JUMP 1.00 0.00 0.00 0 0.00 014.50 1055.63 0.200 1055.832 0.00 1.5 13.39 2.785 1058.617 0.00 0.519 0.70 0.18907 0.00 , 0.200 .136770 0.10 015.20 1055.76 0.200 1055.963 1.5 13.39 2.785 1058.748 0.00 0.519 1.38 0.18907 0.200 0.00 .134092 0.19 ' 016.58 1056.03 0.202 1056.228 0.00 1.5 13.27 2.736 1058.964 0.00 0.519 3.65 0.18907 1.00 0.00 0.00 0 .122956 0.45 0.200 020.23 1056.71 0.208 1056.923 ' 1.5 12.61 2.467 1059.390 0.00 0.519 2.66 0.18907 0.00 .107273 0.29 022.89 1057.22 0.215 1057.432 1.5 12.00 2.236 1059.668 0.00 0.519 2.05 0.18907 .093843 0.19 024.94 1057.61 0.223 1057.829 1.5 11.45 2.036 1059.865 0.00 0.519 1.67 0.18907 .082055 0.14 D26.61 1057.92 0.230 1058.152 1.5 10.95 1.861 1060.013 0.00 0.519 1.37 0.18907 .071676 0.10 027.98 1058.18 0.238 1058.418 1.5 10.42 1.685 1060.103 0.00 0.519 1.14 0.18907 .062758 0.07 029.12 1058.40 0.247 1058.643 1.5 9.93 1.532 106D.175 0.00 0.519 0.98 0.18907 .054920 0.05 PAGE 1 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 ' 0.00 ' 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 F 0 5 1 5 P PAGE NO 2 RENT WATER SURFACE PROFILE - ELEMENT CARD LISTING NO 1 IS A SYSTEM OUTLE b`4 * Ll ti�*" (�* U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1052.89 1 1056.81 :MENT 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 ENT NO 3 IS A SYSTEM HEADWORKS (1- U/S DATA STATION INVERT SECT W S ELEV 1035.86 1059.67 1 0.00 -DIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING IRNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC E: 3/ 4/1998 1E: 9:23 F051 5P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 lRD SECT CNN NO OF AVE PIER HEIGHT 1 BASE 2L 2R INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) HIE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 i 8 4 4.00 9 4 4.50 10 4 5.00 1 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 i 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 ' F 0 5 1 5 P � WATER SURFACE PROFILE - TITLE CARD LISTING G LINE NO 1 IS - i STORM DRAIN LINE "LATERAL B-13"- PARCEL MAP 28530 ]ING LINE NO 2 IS - ' TEMECULA REGIONAL MALL �G LINE NO 3 IS - FILE:1135B 13 OFI LE:11356130 1 1 I PAGE NO 3 INSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE TEMECULA REGIONAL "LATERAL MALL B-141-- PARCEL MAP 28530 FILE:1135614 OFILE:1135B140 IT ION 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 �EM rrrrrrrrrrrr»rrxrrrrwwrwwwwwwrwwrxwwwwwx xx wwwwxwwxrrwwwrwrwwwrwwrwwrrrxxwwrwrwxwxwrwwrrwwwwxrwwwwrr wx rrrrxrrrrrrrr.rrwr<rrr rr• 12.70 1057.45 0.416 1057.866 3.7 9.23 1.322 1059.188 0.00 0.735 1.50 0.00 0.00 0 0.00 0.33 0.34184 .024117 0.01 0.210 0.00 113.03 1057.56 0.431 1057.994 3.7 8.79 1.199 1059.193 0.00 0.735 1.50 0.00 0.00 0 0.00 0.29 0.34184 .021118 0.01 0.210 0.00 113.32 1057.66 0.446 1058.110 3.7 8.39 1.093 1059.203 0.00 0.735 1.50 0.00 0.00 0 0.00 0.26 0.34184 .018493 0.00 0.210 0.00 '413.58 1057.75 0.462 1058.214 3.7 7.99 0.992 1059.206 0.00 0.735 1.50 0.00 0.00 0 0.00 1 0.23 0.34184 .016196 0.00 0.210 0.00 1013.81 1057.83 0.478 1058.308 3.7 7.63 0.904 1059.212 0.00 0.735 1.50 0.00 0.00 0 0.00 0.20 0.34184 0.00 0.210 0.00 .014183 14.01 1057.90 0.495 1058.393 3.7 7.27 0.821 1059.214 0.00 0.735 1.50 0.00 0.00 0 0.00 0.17 0.34184 .012422 0.00 0.210 0.00 114.18 1057.96 0.512 1058.470 3.7 6.93 0.745 1059.215 0.00. 0.735 1.50 0.00 0.00 0 0.00 0.15 0.34184 .010880 0.00 0.210 0.00 114.33 1058.01 0.530 1058.539 3.7 6.61 0.678 1059.217 0.00 0.735 1.50 0.00 0.00 0 0.00 0.13 0.34184 .009536 0.00 0.210 0.00 14.46 1058.05 0.549 1058.602 3.7 6.30 0.617 1059.219 0.00 0.735 1.50 0.00 0.00 0 0.00 0.11 0.34184 .008363 0.00 0.210 0.00 1014.57 1058.09 0.569 1058.659 3.7 6.01 0.560 1059.219 0.00 0.735 1.50 0.00 0.00 0 0.00 1 0.09 0.34184 .007339 0.00 0.210 0.00 14.66 1058.12 0.590 1058.711 3.7 5.73 0.509 1059.220 0.00 0.735 1.50 0.00 0.00 0 0.00 0.07 1 1 0.34184 .006441 0.00 0.210 0.00 --NSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL 8-14"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135814 OFILE:11356140 ;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 CIA ID NO. PIER =LEM SO SF AVE HF NORM DEPTH ZR .rrxx+rrrrrrrr+r«rrrr«««rr«««r«+«xrr«r«+rr+xrr..rrr«+rxr+x+++rxx+rrrxr+rxrr+r+x++xrrxrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr«r«rr«+++++++ )14.73 1058.15 0.611 1058.757 3.7 5.47 0.464 1059.221 0.00 0.735 1.50 0.00 0.00 0 0.00 0.06 0.34164 .005654 0.00 0.210 0.00 )14.79 1058.17 0.634 1058.800 3.7 5.21 0.422 1059.222 0.00 0.735 1.50 0.00 0.00 0 0.00 0.05 0.34164 .004967 0.00 0.210 0.00 014.84 1058.18 0.657 1058.838 3.7 4.97 0.383 1059.221 0.00 0.735 1.50 0.00 0.00 0 0.00 0.03 0.34184 .004363 0.00 0.210 0.00 314.87 1058.19 0.681 1058.873 3.7 4.74 0.349 1059.222 0.00 0.735 1.50 0.00 0.00 0 0.00 0.01 0.34184 .003836 0.00 0.210 0.00 314.88 1058.20 0.707 1058.905 3.7 4.51 0.316 1059.221 0.00 0.735 1.50 0.00 0.00 0 0.00 0.01 0.34184 .003368 0.00 0.210 0.00 )14.89 1058.20 0.735 1058.935 3.7 4.30 0.287 1059.222 0.00 0.735 1.50 0.00 0.00 0 0.00 :L ENTRANCE �(� - Q 0.00 014.89 1058.20 1.131 1059.331 3.7 0.93 0.014 1059.345 0.00 0.326 2.13 3.50 0.00 0 0.00 IG LINE NO 1 IS - SING LINE NO 2 IS - G LINE NO 3 IS - 1 1 1 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL B-15"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B15 OFILE:1,135B150 PAGE NO 3 E: 3/ 4/1998 IE: 9:24 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) )DE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 i 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 i 9 4 4.50 10 4 5.00 11 4 5.50 l 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 l 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 1 WATER SURFACE PROFILE - ELEMENT CARD LISTING NT NO S A SYSTEM OUTLET ` U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1055.22 1 1057.79 MENT NO 2 IS A REACH • * "' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1035.866 1_05.,9.67 1 0.010 0.00 0.00 0.00 0 NT NO 3 IS A SYSTEM HEADWORKS ` 1�t w) C.,=,Y �� U/S DATA STATION INVERT SECT W S ELEV 1035.86 1059.67 1 0.00 DIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING �NING NO. 2 "' - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 ' _NSEE: R.B.F. 6 ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-15"- PARCEL MAP 28530 TEMECULA REGIONAL MALL ' FILE:1135B15 OFILE:1135B150 iTION 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 ' .rr�x rrrrrrr++r++rx++++xxxr+rrrrrxrrxxx+xxrrxrrrrrrrrrrr r++xrr+xx++rx++++r++rrrrxrr+xrx+x+r+x+++xxx x+++rrrrr+r+xxxxxrrrrrrr Gb )00.00 1055.22 2.570 1057.790 1.5 1.91 0.057 1057.847 0.00 0.519 1.00 0.00 0.00 0 0.00 ' . 11.98 0.12409 .001049 0.01 0.200 0.00 )11.98 1056.71 1.157 1057.863 1.5 1.91 0.057 1057.920 0.00 0.519 1.00 0.00 0.00 0 0.00 , 2AULIC JUMP 0.00 )11.98 1056.71 0.215 1056.921 1.5 12.10 2.272 1059.193 0.00 0.519 1.00 0.00 0.00 0 0.00 ' 2.56 0.12409 .094886 0.24 0.200 0.00 , )14.54 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 ' )18.79 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 )24.21 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 )26.11 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 ' )27.65 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 ' )28.95 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 ' 230.04 1058.95 0.282 1059.230 1.5 8.20 1.043 1060.273 0.00 0.519 1.00 0.00 0.00 0 0.00 ' 0.93 0.12409 .032128 0.03 0.200 0.00 `ISEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-15"- PARCEL MAP 28530 ' TEMECULA REGIONAL MALL FILE:1135B15 OFILE:11358150 ION 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 �EM SO SF AVE HF NORM DEPTH ZR arrarrrarrrrrrrrarrrrrrrrrrraraarrrrraarrrarrrrarrrarrrrrrrrrrrrrrrrrrrrarrrraarrrarrrraarrrrrrrrrarrrrrrrrrrrrr.+rr rarrrrrrrrr 0.97 1059.06 0.292 1059.355 1.5 7.81 0.948 1060.303 0.00 0.519 1.00 0.00 0.00 0 0.00 0.78 0.12409 .028156 0.02 0.200 0.00 1.75 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 0.70 0.12409 .024660 0.02 0.200 0.00 12.45 1059.25 0.313 7.11 0.00 0.519 1.00 0.00 0.00 1059.559 1.5 0.785 1060.344 0 0.00 ' 0.59 0.12409 .021577 0.01 0.200 0.00 1033.04 1059.32 0.324 1059.643 1.5 6.79 0.715 1060.358 0.00 0.519 1.00 0.00 0.00 0 0.00 ' 0.50 0.12409 .018911 0.01 0.200 0.00 1033.54 1059.38 0.336 1059.718 1.5 6.47 0.649 1060.367 0.00 0.519 1.00 0.00 0.00 0 0.00 ' 0.44 0.12409 0.01 0.200 0.00 .016582 3.98 1059.44 0.348 1059.784 1.5 6.17 0.592 1060.376 0.00 0.519 1.00 0.00 0.00 0 0.00 0.38 0.12409 .014529 0.01 0.200 0.00 F4.36 1059.48 0.360 1059.844 1.5 5.88 0.537 1060.381 0.00 0.519 1.00 0.00 0.00 0 0.00 0.32 0.12409 .012733 0.00 0.200 0.00 4.68 1059.52 0.373 1059.897 1.5 5.62 0.490 1060.387 0.00 0.519 1.00 0.00 0.00 0 0.00 ' 0.28 0.12409 .011163 0.00 0.200 0.00 1034.96 1059.56 0.386 1059.944 1.5 5.34 0.442 1060.386 0.00 0.519 1.00 0.00 0.00 0 0.00 0.23 0.12409 .009789 0.00 0.200 0.00 1035.19 1059.59 0.400 1059.987 1.5 5.10 0.404 1060.391 0.00 0.519 1.00 0.00 0.00 0 0.00 1 0.19 0.12409 .008595 0.00 0.200 0.00 F5.38 1059.61 0.415 1060.025 1.5 4.85 0.366 1060.391 0.00 0.519 1.00 0.00 0.00 0 0.00 0.15 1 0.12409 .007549 0.00 0.200 0.00 NSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER 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 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 rrrrrrrrrrrrrrrrrrrrr rrrrrr rrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr.rrrr rrrrrrrrrrrrrrrrrrrrr 35.53 1059.63 0.430 1060.060 1.5 4.63 0.333 1060.393 0.00 0.519 1.00 0.00 0.00 0 0.00 0.13 0.12409 .006631 0.00 0.200 0.00 35.66 1059.64 0.446 1060.091 1.5 4.42 0.304 1060.395 0.00 0.519 1.00 0.00 0.00 0 0.00 0.09 0.12409 .005830 0.00 0.200 0.00 135.75 1059.66 0.463 1060.119 1.5 4.21 0.276 1060.395 0.00 0.519 1.00 0.00 0.00 0 0.00 0.06 0.12409 .005128 0.00 0.200 0.00 )35.81 1059.66 0.480 1060.144 1.5 4.02 0.251 1060.395 0.00 0.519 1.00 0.00 0.00 0 0.00 0.04 0.12409 .004510 0.00 0.200 0.00 135.85 1059.67 0.498 1060.167 1.5 3.83 0.227 1060.394 0.00 0.519 1.00 0.00 0.00 0 0.00 0.01 0.12409 .003961 0.00 0.200 0.00 Q4> f ULo, --� Lnr� E: S cZ r-�, 15.86 1059.67 0.519 1060.189 1.5 3.64 0.206 1060.395 0.00 0.519 1.00 0.00 0.00 0 0.00 ' F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING �ING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL B-16"- PARCEL MAP 28530 ADING LINE NO 2 IS - - ' TEMECULA REGIONAL MALL �[NG LINE NO 3 IS - FI LE:1135B16 OFI LE:1135B160 [1 1 I 1 PAGE NO 3 TE: 3/ 4/1998 ME: 9:24 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) ODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP '.D 1 - 4 1.00 D 2 4 1.25 D 3 4 1.50 D 4 4 2.00 D 5 4 2.50 D 6 4 3.00 .D 7 4 3.50 '.D 8 4 4.00 D 9 4 4.50 :D 10 4 5.00 '.D 11 4 5.50 D 12 4 6.00 :D 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 D 14 3 0 0.00 3.90 4.00 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 6S ' U/S DATA STAT ON INVERT SECT W S ELEV 1000.00 1056.01 3 1058.02 _LEMENT 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 U/S DATA . STATION INVERT SECT W S ELEV 1014.40 1057.50 14 0.00 'EDIT ERRORS ENCOUNTERED-CDMPUTATION IS NOW BEGINNING YARNING N0. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC I 11 , CENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-16"- PARCEL MAP 28530 TEMECULA REGIONAL MALL e FILE:1135B16 OFILE:1135B160 TATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 0 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER /ELEM SO SF AVE HF NORM DEPTH ZR YYY}}}44}kkk}Yk#kk#YkYY#YYYY}YY!!Yi}4Ylki#i}}ii4lY#YlYiii iYYYii!li4li#!i!!#1itiYlliiYYiYYYti4ii!#i}4#}}Yt#Yktittkttt#kkttktt# LAa�„ �G 1000. 1056.01 2.010 1058.020 1.2 0.68 0.007 1058.027 0.00 0.410 1.50 0.00 0.00 0 0.00 O 4.93 0.10347 .000077 0.00 0.160 0.00 1004.93 1056.52 1.500 1058.020 1.2 0.68 0.007 1058.027 0.00 0.410 1.50 0.00 0.00 0 0.00 Q 1.34 0.10347 .000072 0.00 0.160 0.00 1006.27 1056.66 1.360 1058.019 1.2 0.71 0.008 1058.027 0.00 0.410 1.50 0.00 0.00 0 0.00 0.77 0.10347 .000070 0.00 0.160 0.00 O 1007.04 1056.74 1.280 1058.018 1.2 0.75 0.009 1058.027 0.00 0.410 1.50 0.00 0.00 0 0.00 0.63 0.10347 .000075 0.00 0.160 0.00 a 1007.67 1056.80 1.213 1058.017 1.2 0.78 0.010 1058.027 0.00 0.410 1.50 0.00 0.00 0 0.00 0.56 0.10347 .000083 0.00 0.160 0.00 1008.23 1056.86 1.155 1058.016 1.2 0.82 0.010 1058.026 0.00 0.410 1.50 0.00 0.00 0 0.00 0 0.50 0.10347 .000092 0.00 0.160 0.00 1008.73 1056.91 1.102 1058.015 1.2 0.86 0.012 1058.027 0.00 0.410 1.50 0.00 0.00 0 0.00 O 0.45 0.10347 .000103 0.00 0.160 0.00 1009.18 1056.96 1.054 1058.014 1.2 0.90 0.013 1058.027 0.00 0.410 1.50 0.00 0.00 0 0.00 0.42 0.10347 .000116 0.00 0.160 0.00 1009.60 1057.00 1.010 1058.013 1.2 0.95 0.014 1058.027 0.00 0.410 1.50 0.00 0.00 0 0.00 0.39 0.10347 .000130 0.00 0.160 . 0.00 1009.99 1057.04 0.968 1058.012 1.2 0.99 0.015 1058.027 0.00 0.410 1.50 0.00 0.00 0 0.00 a 0.36 0.10347 .000146 0.00 0.160 0.00 1010.35 1057.08 0.929 1058.010 1.2 1.04 0.017 1058.027 0.00 0.410 1.50 0.00 0.00 0 0.00 0.33 0.10347 .000165 0.00 0.160 0.00 INSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE TEMECULA REGIONAL "LATERAL MALL B-161-- PARCEL MAP 28530 FILE:1135B16 OFILE:1135B160 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 SO SF AVE HF NORM DEPTH ZR �LEM ++++++++++rrrrrr+++++++x+xrxr rrrrrr+x+r++x+xr+x++++++++++++++++++r+rr+r++rrrrrrrrrxrrr+rrrrrx+rrr+++rr++rx+++++xxxx+xxxxxx+++++ 10.68 1057.12 0.893 1058.008 1.2 1.09 0.019 1058.027 0.00 0.410 1.50 0.00 0.00 0 0.00 0.32 0.10347 .000186 0.00 0.160 0.00 11.00 1057.15 0.858 1058.007 1.2 1.15 0.020 1058.027 0.00 0.410 1.50 0.00 0.00 0 0.00 0.29 '0.10347 .000211 0.00 0.160 0.00 11.29 1057.18 0.826 1058.005 1.2 1.20 0.022 1058.027 0.00 0.410 1.50 0.00 0.00 0 0.00 0.28 0.10347 .000239 0.00 0.160 0.00 11.57 1057.21 0.795 1058.002 1.2 1.26 0.025 1058.027 0.00 0.410 1.50 0.00 0.00 0 0.00 ' 0.27 0.10347 .000271 0.00 0.160 0.00 1011.84 1057.23 0.765 1058.000 1.2 1.32 0.027 1058.027 0.00 0.410 1.50 0.00 0.00 0 0.00 ' 0.24 0.10347 .000307 0.00 0.160 0.00 12.08 1057.26 0.737 1057.997 1.2 1.39 0.030 1058.027 0.00 0.410 1.50 0.00 0.00 0 0.00 0.24 0.10347 .000349 0.00 0.160 0.00 12.32 1057.28 0.710 1057.994 1.2 1.46 0.033 1058.027. 0.00 0.410 1.50 0.00 0.00 0 0.00 0.22 0.10347 .000397 0.00 0.160 0.00 12.54 1057.31 0.684 1057.991 1.2 1.53 0.036 1058.027 0.00 0.410 1.50 0.00 0.00 0 0.00 0.20 0.10347 .000451 0.00 0.160 0.00 12.74 1057.33 0.660 1057.988 1.2 1.60 0.040 1058.028 0.00 0.410 1.50 0.00 0.00 0 0.00 ' 0.19 0.10347 .000514 0.00 0.160 0.00 1012.93 1057.35 0.636 1057.984 1.2 1.68 0.044 1058.028 0.00 0.410 1.50 0.00 0.00 0 0.00 ' 0.17 0.10347 .000585 0.00 0.160 0.00 13.10 1057.37 0.614 1057.980 1.2 1.76 0.048 1058.028 0.00 0.410 1.50 0.00 0.00 0 0.00 0.17 0.10347 .000666 0.00 0.160 0.00 :CENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-16"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135816 OFILE:1135B160 3TAT10N INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR a ELEV OF FLOW ELEV - HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER -/ELEM SO SF AVE HF NORM DEPTH ZR 1013.27 1057.38 0.592 1057.975 1.2 1.85 0.053 1058.028 0.00 0.410 1.50 0.00 0.00 0 0.00 a 0.14 0.10347 .000760 0.00 0.160 0.00 1013.41 1057.40 0.572 1057.970 1.2 1.94 0.058 1058.028 0.00 0.410 1.50 0.00 0.00 0 0.00 O 0.14 0,10347 .000866 0.00 - 0.160 0.00 1013.55 1057.41 0.552 1057.964 1.2 2.03 0.064 1058.028 0.00 0.410 1.50 0.00 0.00 0 0.00 0.12 0.10347 .000988 0.00 0.160 0.00 O 1013.67 1057.42 0.533 1057.958 1.2 2.13 0.071 1058.029 0.00 0.410 1.50 0.00 0.00 0 0.00 0.08 0.10347 .001131 0.00 0.160 0.00 O 1013.75 1057.43 0.514 1057.948 1.2 2.24 0.078 1058.026 0.00 0.410 1.50 0.00 0.00 0 0.00 'DRAULIC JUMP 0.00 1013.75 1057.43 0.312 1057.746 1.2 4.51 0.316 1058.062 0.00 0.410 1.50 0.00 0.00 0 0.00 O 0.11 0.10347 .008025 0.00 0.160 0.00 1013.86 1057.44 0.322 1057.767 1.2 4.29 0.285 1058.052 0.00 0.410 1.50 0.00 0.00 0 0.00 a 0.16 0.10347 .006989 0.00 0.160 0.00 1014.02 1057.46 0.333 1057.794 1.2 4.10 0.260 1058.054 0.00 0.410 1.50 0.00 0.00 0 0.00 0.12 0.10347 .006114 0.00 0.160 0.00 1014.14 1057.47 0.345 1057.818 1.2 3.90 0.236 1058.054 0.00 0.410 1.50 0.00 0.00 0 0.00 0.10 0.10347 .005350 0.00 0.160 0.00 1014.24 1057.48 0.357 1057.840 1.2 3.72 0.214 1058.054 0.00 0.410 1.50 0.00 0.00 0 0.00 0.07 0.10347 .004677 0.00 0.160 0.00 Q 1014.31 1057.49 0.369 1057.860 1.2 3.55 0.196 1058.056 0.00 0.410 1.50 0.00 0.00 0 0.00 0.05 0.10347 .004091 0.00 0.160 0.00 �NSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P NATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-16"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B16 OFILE:1135B160 TION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH LEM SO ............ ............................... ...........`LL-- SFAVE HF `,,,,___,__,______� 1.2 3.23 0.162 NORM DEPTH 14.36 1057.50 0.382 1057.878 1.2 3.38 0.177 1058.055 0.00 0.41( 0.03 0.10347 0.00 .003579 0.00 14.39 1057.50 0.395 1057.894, 1.2 3.23 0.162 1058.056 0.00 0.41( 0.01 0.10347 0.00 .003116 0.00 114.40 1057.50 0.410 1057.910 1.2 3.06 0.146 1058.056 0.00 0.41C L ENTRANCE c 6_.t �. 14.40 1057.50 0.615 1058.115 1.2 0.49 0.004 1058.119 0.00 0.141 1 PAGE 4 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.50 0.00 0.00 0 0.00 0.160 0.00 1.50 0.00 0.00 0 0.00 0.160 0.00 1.50 0.00 0.00 0 0.00 0.00 3.90 4.00 0.00 0 0.00 kDING LINE NO 1 IS - 4DING LINE NO 2 IS - 4DING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL 8-17"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135817 OFILE:1135817O PAGE NO 3 1: 3/ 4/1998 ME: 11: 6 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING '.ARDSECT CNN NO OF AVE PIER HEIGHT 1 BASE IE NO TYPE PIERS WIDTH DIAMETER WIDTH :D 1 4 1.00 2 4 1.25 ' 3 4 1.50 :D 4 4 2.00 5 4 2.50 6 4 3.00 :D 7, 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 :D 11 4 5.50 ' 12 4 6.00 13 3 1 1.00 5.00 15.00 :D 14 3 0 0.00 4.26 4.00 15 3 0 0.00 3.56 4.00 t 16 3 0 0.00 4.41 4.00 CJ 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 0.00 0.00 0.00 F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING (1 % CEMENT NO i IS A SYSTEM OUTLET D 4l U/S DATA STATION INVERT SECT 1000.00 1056.40 4 LEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 1086.08 1056.83 4 0.013 LEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1086.08 a 1056.883 14 0.2200 LEMENT NO 4 IS A JUNCTION O (/-6. 5- k-J.A At t* -rte' - ) * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 1087.58 1056.84 14 8 3 0.015 3.7 LEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N 1089.58 1056.85 14 0.015 LEMENT NO 6 IS A WALL EXIT U/S DATA STATION INVERT SECT 1 1089.58 1056.85 4 LEMENT NO 7 IS A JUNCTION 1 3 t.>Fa;, T3 xO•Z U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 1170.94 1057.26 4 1 0 0.013 LEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N 1206.00 1057.43 4 0.013 LEMENT NO 9 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1206..00 11057.43 15 0.200 LEMENT NO 10 IS A JUNCTIONF CA`s. g * n-' -- U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 1207.70 1057.44 15 8 0 0.015 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 0 * 03 04 INVERT-3*INVERT-4 PHI PAGE NO 2 O 1.2 0.0 1057.99 0.00 90.00 0.00 W S ELEV 1058.58 RADIUS ANGLE ANG PT MAN H RADIUS ANGLE ANG PT MAN H a 0.00 0.00 0.00 0 a * a 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 04 INVERT-3*INVERT-4 0.00 PHI 3* PHI 4 a 3.7 1056.84 1056.84 90.00 90.00 a 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 0 * 03 04 INVERT-3*INVERT-4 PHI 3* PHI 4 O 1.2 0.0 1057.99 0.00 90.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 a * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2.9 0.0 1057.44 0.00 90.00 0.00 a a 0 a a _ a F 0 5 1 5 P ' WATER SURFACE PROFILE - ELEMENT CARD LISTING EMENT NO 11 IS A REACH N RADIUS ANGLE ANG PT MAN H ' U/S DATA STATION INVERT SECT N 1057.96 3 1209.20 1057.45 15 0.00 0.015 EMENT NO 12 IS A WALL EXIT IS A REACH ' U/S DATA STATION INVERT SECT 1209.200 1 0 577.45 3 INVERT SECT N RADIUS ANGLE ANG PT MAN H ' �'� LAW' / "-„3 * 3 0.010 ENT NO 13 IS A JUNCTION • 0 .EMENT NO 17 IS A U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 1226.60 1057.54 3 1 0 0.010 U/S DATA STATION INVERT SECT N RADIUS LENT NO 14 IS A JUNCTION L��• �- 1`1- M` * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 0.00 0.00 1302.19 1057.92 3 1 0 0.010 LENT NO 15 IS A REACH * * « PAGE NO 3 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1.3 0.0 1057.79 0.00 45.00 0.00 * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1.7 0.0 1058.17 0.00 45.00 0.00 U/S DATA STATION INVERT SECT ' 1358.73 1058.20 1 L 11 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1310.43 1057.96 3 0.010 0.00 41.12 0.00 0 .EMENT NO 16 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1342.73 1058.12 3 0.010 0.00 0.00 0.00 0 .EMENT NO 17 IS A REACH « « ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1355.78 1058.18 3 0.010 0.00 0.00 0.00 0 ENT NO 18 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1355.78 10588.18 16 0.200 LENT NO 19 IS A JUNCTION �D C.6 ,-J-��•� ' * « ' U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1357.25 1058.19 16 8 0 0.015 0.4 0.0 1058.19 0.00 90.00 0.00 [ENT ' NO 20 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1358.73 1058.20 16 0.015 0.00 0.00 0.00 0 -EMENT NO 21 IS A WALL EXIT ' U/S DATA STATION INVERT SECT ' 1358.73 1058.20 1 L 11 F 0 5 1 5 P PAGE NO 4 WATER SURFACE PROFILE - ELEMENT CARD LISTING .LEMENT NO 22 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 :LEMENT NO 23 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1402.60 1058.42 1 0.010 0.00 0.00 0.00 O :LEMENT NO 24 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H O 1423.09 1058.52 1 0.010 0.00 0.00 0.00 0 :LEMENT NO 25 IS A SYSTEM HEADWORKS a'�`Y 0(2-t?t N air� U/S DATA STATION INVERT SECT W S ELEV 1423.09 1058.52 1 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 NSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-17"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135617 OFILE:11358170 ION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH SF AVE HF PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrar 2.00 0.00 0.00 0 0.00 1.900 0.00 2.00 0.00 0.00 0 0.00 0.00 4.26 4.00 0.00 0 0.00 0.00 4.26 4.00 0.00 0 0.00 0.590 0.00 4.26 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 1.051 0.00 2.00 0.00 0.00 0 0.00 0.00 3.56 4.00 0.00 0 0.00 0.00 3.56 4.00 0.00 0 0.00 0.377 0.00 3.56 4.00 0.00 0 0.00 0.00 L.te.1r--- I` g„ 00.00 1056.40 2.180 1058.580 17.2 5.47 0.465 1059.045 0.00 - 1.495 6.08 0.00500 .005781 0.50 16.08 1056.83 2.248 1059.078 17.2 5.47 0.465 1059.543 0.00 1.495 1LL ENTRANCE 36.08 1056.83 3.120 1059.950 17.2 1.38 0.030 1059.980 0.00 0.831 (TSTR 0.00667 O • (j Pj-j�, -(4�IIZ- a -n % .000098 0.00 7.58 1056.84 3.149 1059.989 9.8 0.78 0.009 1059.998 0.00 0.571 -ham?C�r, o ' 2.00 0.00500 .000048 0.00 1,089.58 1056.85 3.140 1059.990 9.8 0.78 0.009 1059.999 0.00 0.571 EXIT 9.58 1056.85 3.140 1059.990 9.8 3.12 0.151 1060.141 0.00 1.120 STR 0.00504 (0� L,pc. e> -V1 Z .001661 0.14 0.94 1057.26 2.935 1060.195 8.6 2.74 0.116 1060.311 0.00 1.046 - 35.06 0.00485 .001445 0.05 '16-00 1057.43 2.815 1060.245 8.6 2.74 0.116 1060.361 0.00 1.046 ENTRANCE C00 1057.43 3.033 1060.463 8.6 0.71 0.008 1060.471 0.00 0.524 1 STR 0.00588 O .000029 0.00 1207.70 1057.44 3.032 1060.472 5.7 0.47 0.003 1060.475 0.00 0.398 1.50 0.00667 .000018 0.00 9.20 1057.45 3.022 1060.472 5.7 0.47 0.003 1060.475 0.00 0.398 EXIT PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrar 2.00 0.00 0.00 0 0.00 1.900 0.00 2.00 0.00 0.00 0 0.00 0.00 4.26 4.00 0.00 0 0.00 0.00 4.26 4.00 0.00 0 0.00 0.590 0.00 4.26 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 1.051 0.00 2.00 0.00 0.00 0 0.00 0.00 3.56 4.00 0.00 0 0.00 0.00 3.56 4.00 0.00 0 0.00 0.377 0.00 3.56 4.00 0.00 0 0.00 0.00 :ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL 9-17"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B17 OFILE:11358170 PAGE 2 SAT ION 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 O 'ELEM SO SF AVE HF NORM DEPTH ZR a .rrrrrrrr+r«r«r«r«r«rr«rrrrrr rr rrrrrrr rr««rr««««r««++rrrr+r+r++r+r+++rr++++rrr++rrrr rr«rr««rrrrrrrrrrr+rrrr rr rr«««r+rrrrrr+r++rrr 1209.20 1057.45 3.023 1060.473 5.7 3.23 0.162 1060.635 0-00 0.921 1.50 0.00 0.00 0 0.00 a ICT STR 0.00517 0 L.r�57- (j - \-)- 3 .001390 0.02 0.00 1226-60 1057.54 3-061 1060.601 4.4 2.49 0.096 1060.697 0.00 0.805 1.50 0-00 0.00 0 0.00 a ICT STR 0.00503 6-\1-q .000715 0.05 0.00 @ 1302.19 1057-92 2.809 1060-729 2-7 1.53 0-036 1060.765 0.00 0-623 1.50 0-00 0.00 0 0.00 8.24 0.00485 - .000391 0.00 0.550 0.00 1310.43 1057.96 2.777 1060.737 2.7 1.53 0.036 1060.773 0.00 0.623 1.50 0-00 0.00 0 0.00 32-30 0.00495 -000391 0.01 0.540 0.00 a 1342.73 1058.12 2.630 1060.750 2.7 1.53 0.036 1060.786 0.00 0.623 1.50 0.00 0.00 0 0.00 13-05 0.00460 O -000391 0.01 0.550 0.00 355-78 1058.18 2-575 1060-755 2.7 1-53 0.036 1060.791 0-00 0-623 1-50 0.00 0.00 0 0-00 ILL ENTRANCE 0.00 1355-78 1058-18 2-646 1060.826 2-7 0-26 0.001 1060-827 0-00 0-242 4-41 4.00 0.00 0 0-00 O ICT STR 0.00680 c (b 6 5 _ 1,--S -000005 0.00 0.00 i357.25 1058-19 2.636 1060.826 2-3 0-22 0.001 1060-827 0-00 0.217 4-41 4.00 0.00 0 0.00 1b a C_� - 1 O 6Z 1.48 0.00676 ,000004 0.00 0.210 0.00 1358.73 1058.20 2.626 1060.826 2.3 0.22 0.001 1060.827 0.00 0.217 4.41 4-00 0.00 0 0.00 ILL EXITa 0.00 1358.73 1058.20 2.627 1060.827 2.3 2.93 0.133 1060.960 0.00 0.649 1-00 0.00 0.00 0 0.00 a 8.52 0.00470 .002466 0.02 0.630 0.00 1367.25 1058.24 2-635 1060.875 2.3 2.93 0.133 1061.008 0.00 0.649 1.00 0.00 0.00 0 0.00 35.35 0.00509 -002466 0.09 0.610 0-00 a - o rENSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-17"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135817 OFILE:1135B170 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH LEM_-yLLLL+SONORMDEPTH ------+++++-„_____________________________SF AVE HF -`y - 02.60 1058.42 2.542 1060.962 2.3 2.93 0.133 1061.095 0.00 0.649 20.49 0.00488 .002466 0.05 23.09 1058.52 2.492 1061.012 2.3 2.93 0.133 1061.145 0.00 0.649 1 1 1 PAGE 3 NGT/ BASE/ ZL NO AVBPR CIA ID NO. PIER ZR 1.00 0.00 0.00 0 0.00 0.620 0.00 1.00 0.00 0.00 0 0.00 %DING LINE NO 1 IS - %DING LINE NO 2 IS - %DING LINE NO 3 IS - F 0 5 1 5 P NATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL B -17.1" -PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B17.1 OFILE:1135B17.10 PAGE NO 3 I: 3/ 4/1998 ]E: 11:36 ' FCHANNEL WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 IRD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 7 1 4 1.00 ' 2 4 1.25 3 4 1.50 1 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 l 8 4 4.00 '9 4 4.50 10 4 5.00 1 11 4 5.50 '12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 3.70 4.00 0.00 0.00 0.00 1 11 F 0 5 1 5 P 0 PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING LEMENT NO 1 IS A SYSTEM OUTLET O G �� P U/S DATA STATION INVERT SECT W S ELEV 1000.00 1056.84 3 1060.00 o :LEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H o 1131.96 1057.50 3 0.010 0.00 0.00 0.00 0 LEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP o 1131.96 1057.50 0.500 :LEMENT NO 4 IS A pp14 SYSTEM HEADWORKS .(�j, - A-7 4 O * o U/S DATA STATION INVERT SECT W S ELEV 1131.96 1057.50 14 0.00 EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING o WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV DC a 0 a a 0 0 0 0 a _ a 0 a INSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL B-17.11-- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B17.1 OFILE:1135B17.10 (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 .r�...................................................................................... 00.00 1056.84 3.160 1060.000 3.7 2.09 0.068 1060.068 0.00 0.735 31.96 0.00500 .000734 0.10 131.96 1057.50 2.597 1060.097 3.7 2.09 0.068 1060.165 0.00 0.735 \LL ENTRANCE C^.t5. p>- �- _ A- 131.96 1057.50 2.730 1060.230 3.7 0.34 0.002 1060.232 0.00 0.298 1 1 I 1 I 1 1 PAGE 1 MGT/ BASE/ 2L NO AVBPR DIA ID NO. PIER NORM DEPTH 2R rrrrrr rrrrrrr rrrrrwrrrwrrwwwrrrrrwrrwwww 1.50 0.00 0.00 0 0.00 0.640 0.00 1.50 0.00 0.00 0 0.00 0.00 3.70 4.00 0.00 0 0.00 ,DING LINE NO 1 IS - ',DING LINE NO 2 IS - ,DING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL 8-17.2"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135817.2 OFILE:1135B17.20 PAGE NO 3 I: 3/ 4/1998 ME: 11:36 ' F05 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ARDSECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) INO TYPE PIERS WIDTH DIAMETER WIDTH DROP D 1 4 1.00 ' 2 4 1.25 3 4 1.50 D 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 D 8 4 4.00 ' 9 4 4.50 10 4 5.00 D 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 D 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 0 WATER CE PROFILE - ELEMENT CARD LISTING t-,pw- :LEMENT NO 1 IS A SYSTEM OUTLET/ * - *b-\, U/S DATA STATION INVERT SECT W S ELEV 1000.00 1057.76 1 1060.20 0 :LEMENT NO 2 IS A REACH U/S DATA STATION -INVERT SECT N RADIUS ANGLE AND PT MAN H 0 1083.02 1058.95 1 0.010 0.00 0.00 0.00 0 :LEMENT NO 3 IS A SYSTEM HEADWORKS P-c — DejJ\ --� U/S DATA STATION INVERT SECT W S ELEV 1083.02 1058.95 1 0.00 1 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 0 a a a 0 0 0 0 a a 0 a - o �NSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P NATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-17.2"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B17.2 OFILE:1135617.20 TION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH �.EM0AVE HF NORMDEPTH ........::: ............... ..............SF ............................. + ... ... i63 lam- P�-L� 100. 1057.76 2.440 1060.200 1.2 1.53 0.036 1060.236 0.00 0.462 83.02 0.014-33� .000671 0.06 � Rt=c- c)94z ka CA-»C�CTtOti1 83.02 1058.95 1.306 1060.256 1.2 1.53 0.036 1060.292 0.00 0.462 1.00 0.00 0.00 0 0.00 1 1 PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.00 0.00 0.00 0 0.00 0.310 0.00 1.00 0.00 0.00 0 0.00 DING LINE NO 1 IS - DING LINE NO 2 IS - DING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL B-17.3"- PARCEL MAP 26530 TEMECULA REGIONAL MALL FILE:1135B17.3 OFILE:1135B17.30 PAGE NO 3 t: 3/ 4/1998 ME: 11:36 ' F0 NATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 �D SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) E NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 'D 1 4 1.00 2 4 1.25 3 4 1.50 D 4 4 2.00 t 5 4 2.50 6 4 3.00 :D 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 :D 11 4 5.50 ' 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 :D 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 NATER SURFACE PROFILE - ELEMENT CARD LISTING EMENT NO 1 IS A SYSTEM OUTLET('\ ` Lp§z' i?-\-) U/S DATA STATION INVERT SECT W S ELEV 1000.00 1057.79 1 1060.60 .EMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1075.64 1058.88 1 0.010 1 0.00 0.00 0.00 0 .EMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT N S ELEV 1075.64 1058.88 1 0.00 EDIT ERRORS ENCOUNTERED-LDMPUTAT 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 `1SEE: _R.B.F. 8 ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-17.3"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135817.3 OFILE:1135817.30 ION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH 'CEM 50SF AVENORM DEPTH _____________.__...._..........................-.. ............:....Y***** __ .. � L -w- 00.00 1057.79 2.810 1060.600 1.3 1.66 0.043 1060.643 0.00 0.482 75.64 0.01441 .000788 0.06 1 75.64 1058.88 1.780 1060.660 1.3 1.66 0.043 1060.703 0.00 0.482 PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 1.00 0.00 0.00 0 0.00 0.320 0.00 1.00 0.00 0.00 0 0.00 :ADING LINE NO 1 IS - :ADING LINE NO 2 IS - :ADING LINE NO 3 IS - F 0 5 1 5 P NATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL B-17.0- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135B17.4 OFILE:1135B17-40 PAGE NO 3 ': 3/ 4/1998 'E: 11:37 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(B) Y(9) Y(10) DROP 0.00 0.00 0.00 0.00 0.00 0.00 SECT CHN NO OF AVE PIER HEIGHT i BASE NO TYPE PIERS WIDTH DIAMETER WIDTH 1 4 1.00 ' 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 ' 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 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(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 PROFILEn ELEMENT CARD LISTING 3��" .EMENT NO 1 IS A SYSTEM OUTLET •`�\� U/S DATA STATION INVERT SECT W S ELEV 1000.00 1058.17 1 1060.73 .EMENT NO 2 IS A REACH * ' U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.02 1058.50 1 0.010 0.00 0.00 0.00 0 .EMENT NO 3 IS A SYSTEM HEADWORKS Q—,��6 U/S DATA STATION INVERT SECT W S ELEV 1014.02 1058.50 1 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 INSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL B-17.4"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135817.4 OFILE:1135B17.40 ITION 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 LEM SO SF AVE HF NORM DEPTH 2R rrrrrrrrrr rrrrrrrzzzzzzzzzzzrzrrrrrrrrrrerrrrzrzzzzzzrrrzzzzzzrzzzzrrrrrrrzrzzzzrzzrrrrrrzzzzrrzzrzzzrrrrrrrrrrzzzzzzr zrr 7 3r 00.00 1058.17 2.560 1060.730 1.7 2.17 0.073 1060.803 0.00 0.554 1.00 0.00 0.00 0 0.00 14.02 0.02354 �_L �-Aa �.> t�5 t001347 0.02 0.330 0.00 14.02 1058.50 2.249 1060.749 1.7 2.17 0.073 1060.822 0.00 0.554 1.00 0.00 0.00 0 0.00 I I I I I I I I I I I (DING LINE NO 1 IS - 1DING LINE NO 2 IS - ,DING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "C"- PARCEL MAP 28530 TEMECULA REGIONAL MALL- USING CIPP FILE:1135CC OFILE:1135CO PAGE NO 3 I: 3/ 4/1998 AE: 12: 2 ' FCHANN CHANNEL NATER SURFACE PROFILE - EL DEFINITION LISTING %RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ME NO TYPE PIERS WIDTH DIAMETER WIDTH ' 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 4 1.00 1.00 2 4 1.25 0.00 3 4 1.50 7 4 4 2.00 4.00 5 4 2.50 6 4 3.00 0.00 7 4 3.50 0.00 8 4 4.00 3 9 4 4.50 4.00 10 4 5.00 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 11 1 1 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 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 11 1 1 F 0 5 1 5 P NATER /S''UUpRR��FFA�A��CEPRROFILE - ELEMENT CARD ``LISTING '.EMENT NO 1 IS A SYSTEM OUTLET\�""-7' ClIF U/S DATA STATION INVERT SECT N S ELEV 3000.00 1049.31 8 1055.55 CEMENT 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 IE�?_ + * + U/S DATA STATION INVERT SECT N 3706.73 1052.14 8 0.015 .EMENT NO 4 IS A JUNCTION O U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 3735.88 1052.25 8 1 0 0.015 -EMENT NO 5 IS A JUNCTION9Ip LAV, G -'Z + + U/S DATA TATION INVERT SECT LAT -1 LAT -2 N 3760.00 1052.31 8 3 0 0.015 -EMENT NO 6 1S A JUNCTION '� L4�C" ci3 * + U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 38861.8,iz8,,.1.4 0052.86 / 8 3 0 .0.015 -EMENT NO 7 IS A JUNCTION y4' L*Q- c' * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 4003.88 1053.32 8 3 0 0.015 .EMENT NO 8 IS A JUNCTION 93 L'(5z- Cis * + 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 oqo UR�T- C -I- U/S LU/S DATA STATION INVERT SECT LAT -1 LAT -2 N 4031.43 1053.44 8 3 0 0.015 PAGE NO 2 1 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 * r r 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 0.9 0.0 1053.84 0.00 90.00 0.00 * r * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 8.6 0.0 1053.80 0.00 90.00 0.00 r * * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 3.5 0.0 1054.32 O.OD 90.00 0.00 * * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2.3 0.0 1054.77 0.00 90.00 0.00 * r * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1.2 0.0 1055.01 0.00 90.00 0.00 * + r 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 13.2 0.0 1054.76 0.00 45.00 0.00 I I F 0 5 1 5 P NATER SURFACE PROFILE - ELEMENT CARD LISTING ,HENT NO 10 IS A TRANSITION U/S DATA STATION INVERT SECT N 1 44036.43 1053.46 6 0.015 .EMENT NO 11 IS A JUNCTION \ D l/ L� c- U/S DATA NATION INVERT SECT LAT -1 LAT -2 N 4102.19 1054.01 6 3 0 0.015 �MENT NO 12 IS A JUNCTION �-� (.pt, c- S U/S DATA ATION INVERT SECT LAT -1 LAT -2 N 4121.30 1054.17 6 3 0 0.015 ENT NO 13 IS A REACH U/S DATA STATION INVERT SECT N 4409.52 1056.59 6 0.015 �IENT NO 14 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 4409.52/]1056.59 16 0.500 ENT NO 15 ISA JUNCTION® G_(3. C -:i U/S DATA STATION INVERT SECT LAT -1 LAT -2 N ' 4411.22 1056.61 16 8 0 0.015 EMENT NO 16 IS A REACH U/S DATA STATION INVERT SECT N ' 4412.92 1056.62 16 0.013 ENT NO 17 IS A WALL EXIT U/S DATA STATION INVERT SECT 4412.92 1056.62 4 ENT NO 18 IS A REACH U/S DATA STATION INVERT SECT N 4706.48 1058.09 4 0.013 'TENT NO 19 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 4706.48 1058.091 14 0.500 RENT NO 20 IS A SYSTEM HEADWORKS �S C•ri C -*`o U/S DATA STATION INVERT SECT ' 4706.48 1058.09 14 1 PAGE NO 3 * * * 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 4.2 0.0 1054.74 0.00 45.00 0.00 r r 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 4.4 0.0 1054.92 0.00 45.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 r r 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 10.0 0.0 1065.30 0.00 90.00 0.00 r W S ELEV 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 F 0 5 1 5 P PAGE NO 4 U WATER SURFACE PROFILE - ELEMENT CARD LISTING O 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 I I U U U I I I I I I A I I I I �1SPE: R.B.F. & ASSOC. - SAN DIEGO 0.00 F0515P 4.00 0.00 WATER SURFACE PROFILE LISTING ' STORM DRAIN LINE TEMECULA REGIONAL "C"- PARCEL MAP 28530 MALL- USING CIPP 4.00 0.00 FILE:1135CC OFILE:1135C0 0 0.00 ION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL 0 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH LEM SO 0.00 SF AVE HF 0.00 wwwwwwwwwwrwwwwwrwwwwwwrwrr rrrrrwrwwwwwwwwwwrwwwrwwwwww+wwwwrwwwwwwwwwwwrwwwwwwwwrrw 0.00 4 CutNF lJ cc cc 1-. czl M 4.00 0.00 00.00 1049.31 6.240 1055.550 64.5 5.13 0.409 1055.959 0.00 2.424 9.61 0.00400 .002684 1.77 BL 9.61 1051.95 5.418 1057.368 64.5 5.13 0.409 1057.777 0.00 2.424 47.12 0.00403 .002684 0.13 0066.73 1052.14 5.354 1057.494 64.5 5.13 0.409 1057.903 0.00 2.424 T STR 0.00377 e Lics;-, G _ \ .002647 0.08 5.88 1052.25 5.344 1057.594 63.6 5.06 0.398 1057.992 0.00 2.406 1 STR 0.00249 `(o Lj)V, C+ Z .002281 0.06 760.00 1052.31 5.540 1057.850 55.0 4.38 0.297 1058.147 0.00 2.230 ,f STR 0.00434 6 L-r�` C-3 .001832 0.23 6.88 1052.86 5.296 1058.156 51.5 4.10 0.261 1058.417 0.00 2.155 STR 0.00393 6 (0z G- 4 .001636 0.19 3.88 1053.32 5.073 1058.393 49.2 3.92 0.238 1058.631 0.00 2.104 ICT STR 0.00409 eu1\ C _5 .001525 0.03 15.88 1053.41 5.039 1058.449 48.0 3.82 0.227 1058.676 0.00 2.077 STR (1.43 0.00541t� LW C -_G .001134 0.01 1053.44 5.123 1058.563 34.8 2.77 0.119 1058.682 0.00 1.755 1 STR 0.00400 .002203 0.01 .036.43 1053.46 4.908 1058.368 34.8 4.92 0.376 1058.744 0.00 1.917 'I STR 0.00836 81 bt�� G , .003213 0.21 2.19 1054.01 4.709 1058.719 30.6 4.33 0.291 1059.010 0.00 1.793 STR 0.00837 $�-\ („QqC--'g .002428 0.05 1 PAGE 1 MGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR wwwwwwwwwwwwww wrwwwwwwwwwwrrwrrrrrrrrrwr 4.00 0.00 0.00 0 0.00 2.753 0.00 4.00 0.00 0.00 0 0.00 2.746 0.00 4.00 0.00 0.00 0 0.00 Awfill 4.00 0.00 0.00 0 0.00 0.00 3.00 0.00 0.00 0 0.00 0.00 3.00 0.00 0.00 0 0.00 0.00 0.00 4.00 0.00 0.00 0 0.00 0.00 4.00 0.00 0.00 0 0.00 0.00 4.00 0.00 0.00 0 0.00 0.00 4.00 0.00 0.00 0 0.00 0.00 4.00 0.00 0.00 0 0.00 0.00 3.00 0.00 0.00 0 0.00 0.00 3.00 0.00 0.00 0 0.00 0.00 :ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "C"- PARCEL MAP 28530 TEMECULA REGIONAL MALL- USING CIPP a FILE:1135CC OFILE:1135CO :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 :rrxrxxrrrrxrrrrrrrxrrxrrrrr rr rrrrrrrrrrxrrrrrrrrrrrrx rxxrrrrrrrrxxxrrrrrrrrrxrrrrrrrrrrxxrxrrrrrrrx rrrrrrrr xrrrrrrrrr rrrrrrrrrxx 121.30 1054.17 4.717 1058.887 26.2 3.71 0.213 1059.100 0.00 1.653 3.00 0.00 0.00 0 0.00 270.70 0.00840 .002038 0.55 1.490 0.00 :392.00 1056.44 3.000 1059.443 26.2 3.71 0.213 1059.656 0.00 1.653 3.00 0.00 0.00 0 0.00 17.52 0.00840 .001906 0.03 1.490 0.00 .409-52 1056.59 2.879 1059.469 26.2 3.76 0.219 1059.688 0.00 1.653 3.00 0.00 0.00 0 0.00 D :LL ENTRANCE 0.00 409.52 1056.59 3.181 1059.771 26.2 2.06 0.066 1059.837 0.00 1.101 9.39 4.00 0.00 0 0.00 ICT STR 0.01176 O C-6 - C-9 .000224 0.00 0.00 a .411.22 1056.61 3.243 1059.853 16.2 1.25 0.024 1059.877 0.00 0.799 9.39 4.00 0.00 0 0.00 1.70 0.00588 .000091 0.00 0.710 0.00 412.92 1056.62 3.233 1059.853 16.2 1.25 0.024 1059.877 0.00 0.799 9.39 4.00 0.00 0 0.00 0 LL EXIT 0.00 412.92 1056.62 3.234 1059.854 16.2 5.16 0.413 1060.267 0.00 1.451 2.00 0.00 0.00 0 0.00 0 293.56 0.00501 .005128 1.51 1.660 0.00 706.48 1058.09 3.269 0 1061.359 16.2 5.16 0.413 1061.772 0.00 1.451 2.00 0.00 0.00 0 0.00 LL ENTRANCE B� C-e�. C -I-,::> 0.00 706.48 1058.09 3.864 1061.954 16.2 1.05 0.017 1061.971 0.00 0.799 3.91 4.00 0.00 0 0.00 -v7c,p ' F 0 5 1 5 P I 11 1 I PAGE NO 3 NATER SURFACE PROFILE - TITLE CARD LISTING IING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL C-1"- PARCEL MAP 28530 IDING LINE NO 2 IS - TEMECULA REGIONAL MALL �ING LINE NO 3 IS - FI LE :1135L1 DFILE:1135L10 I 11 1 I PAGE NO 3 E: 3/ 4/1998 E: 13:23 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE i RD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING IMENT NO 1 IS A SYSTEM OIITLE8* u ~U* U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1053.75 1 1057.59 LEMENT NO 2 IS A REACH 1 1 r 1 I 1 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1096.00 1058.00 1 0.010 0.00 0.00 0.00 0 HENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1096.00 1058.00 1 0.00 EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING rRNING. NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 1 r 1 I 1 .ENSEE: 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 a FILE:1135C1 OFILE:1135C10 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 50 SF AVE HF NORM DEPTH ZR �rrrrrrrrrrzrz+rzrrrrrrzr.zzzzzzzrxxrrrrrrrrrrrrrxrr+rrr+.++xrr++zrrz+rrxrrrrrrrrr++z.+zzrrrrrx+++rrr+x+zzrzxrrrrr+rrr.xrrx+ a� 1..1 N-E,�G, 000.00 1053.75 3.840 1057.590 0.9 1.15 0.020 1057.610 0.00 0.398 1.00 0.00 0.00 0 0.00 a 64.70 0.04427 .000373 0.02 0.200 0.00 064.70 1056.61 1.000 1057.614 0.9 1.15 0.020 1057.634 0.00 0.398 1.00 0.00 0.00 0 0.00 a 2.05 0.04427 .000348 0.00 0.200 DAD 066.75 1056.70 0.907 1057.612 0.9 1.20 0.022 1057.634 0.00 0.398 1.00 0.00 0.00 0 0.00 1.18 0.04427 .000342 0.00 0.200 0.00 067.93 1056.76 0.853 1057.610 0.9 1.26 0.025 1057.635 0.00 0.398 1.00 0.00 0.00 0 0.00 0.94 0.04427 .000370 0.00 0.200 0.00 a 068.87 1056.80 0.809 1057.608 0.9 1.32 0.027 1057.635 0.00 0.398 1.00 0.00 0.00 0 0.00 0.83 0.04427 .000407 0.00 0.200 0.00 O 069.70 1056.84 0.770 1057.606 0.9 1.39 0.030 1057.636 0.00 0.398 1.00 0.00 0.00 0 0.00 a 0.73 0.04427 .000452 0.00 0.200 0.00 070.43 1056.87 0.735 1057.603 0.9 1.45 0.033 1057.636 0.00 0.398 1.00 0.00 0.00 0 0.00 0.66 0.04427 .000505 0.00 0.200 0.00 a 071.09 1056.90 0.703 1057.600 0.9 1.53 0.036 1057.636 0.00 0.398 1.00 0.00 0.00 0 0.00 0.52 0.04427 .000566 0.00 0.200 0.00 071.61 1056.92 0.673 1057.593 0.9 1.60 0.040 1057.633 0.00 0.398 1.00 0.00 0.00 0 0.00 RAULIC JUMPO o.00 071.61 1056.92 0.214 1057.134 0.9 7.32 0.831 1057.965 0.00 0.398 1.00 0.00 0.00 0 0.00 a 5.66 0.04427 .035093 0.20 0.200 0.00 077.27 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 a 4.51 0.04427 .030638 0.14 0.200 0.00 a _ o INSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN TEMECULA REGIONAL LINE "LATERAL MALL C-1"- PARCEL MAP 28530 FILE:1135C1 OFILE:1135C10 (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 SO SF AVE HF NORM DEPTH ZR 'LEM aarrarrrrrrrrrr rrrrrrrxrr xaaxarrrrrrrrrrrarraarrrarx xr xrrrrrrrrrarxarrxxrar ra rrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrraraxrxxxxxxrxrrrrr 81.78 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 0.00 184.88 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 0.00 187.21 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 .020486 0.04 0.200 0.00 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 1090.47 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 0.02 0.200 0.00 .015657 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 12.58 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 13.36 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 " 4.01 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 1094.55 1057.94 0.310 1058.246 0.9 4.33 0.291 1058.537 0.00 0.398 1.OD 0.00 0.00 0 0.00 0.43 0.04427 .008051 0.00 0.200 0.00 4.98 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 I CENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-1"- PARCEL MAP 28530 a TEMECULA REGIONAL MALL - FILE:1135C1 OFILE:1135C10 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 wrrrrrrrrrxrrrrrwxrwxwrrrrrrxrxrrrr rrxrxxrxxrrrwrrwrwwwrrrrrr rr rrrrr rrrrwxrrwwrrrwrrwwwwwwrwrrwwrwrrwwrrwrwrrrxrrrwrrrrrw rr rrrrrr 1095.33 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 a 0.26 0.04427 .006176 0.00 0.200 0.00 1095.59 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 a 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 0.16 0.04427 .004750 0.00 0.200 0.00 0 1095.92 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 1095.98 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 a 1096.00 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 0 0 a a 0 0 0 _ o ' F 0 5 1 5 P �NG NATER SURFACE PROFILE - TITLE CARD LISTING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL C-2"- PARCEL MAP 28530 DING LINE NO 2 IS - ' TEMECULA REGIONAL MALL �NG LINE NO 3 IS - FI LE:1135C2 Of]LE:1135C20 [1 11 PAGE NO 3 "E: 3/ 4/1998 IE: 13:23 F0515P NATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 URD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) )DE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 1 4 1.00 7 2 4 1.25 1 3 4 1.50 4 4 2.00 7 5 4 2.50 6 4 3.00 7 7 4 3.50 8 4 4.00 7 9 4 4.50 10 4 5.00 7 11 4 5.50 7 12 4 6.00 7 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 7 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 I 1 WATER SURFACE PROFILE - ELEMENT CARD LISTING - EMENT. NO 1 IS A SYSTEM OUTLET �\ 1 � N rr C_� U/S DATA STATION INVERT SECT W S ELEV ' 1000.00 1053.56 3 - 1057.65 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 D.00 0.00 0.00 0 EMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1030.00 1057.50 14 0.500 ,EMENT NO 4 IS A SYSTEM HEADWORKS C -P>, C -Z, * U/S DATA STATION INVERT SECT W S ELEV 1030.00 1057.50 14 0.00 EDITERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING FEDIT NO. 2 '* - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC I 1 , =NSEE: R.B.F. S ASSOC. - SAN DIEGO F0515P PAGE 1 NATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-2"- PARCEL MAP 28530 TEMECULA REGIONAL MALL ' FILE:1135C2 OFILE:1135C20 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 =LEM SO SF AVE HF NORM DEPTH ZR ' ♦r rrw+rtrrrrrrrrrrrrrrrxxx++rr+rrrrrrrrrr+rrrrrrr+rrwtr+xrr+rrrtrrrrr+rrrrrrrrrrrrrrrrr++rrr++trrrrrrrrxx+rxr rx+rrrrrrrrrrrr )!116 00 1053.56 4.290 1057.850 8.6 4.87 0.368 1058.218 0.00 1.136 1.50 0.00 0.00 0 0.00 t 17.94 0.13133 .003966 0.07 0.420 0.00 317.94 1055.92 2.030 1057.946 8.6 4.87 0.368 1058.314 0.00 1.136 1.50 0.00 0.00 0 0.00 ' RAULIC JUMP 0.00 317.94 1055.92 0.619 1056.535 8.6 12.50 2.426 1058.961 0.00 1.136 1.50 0.00 0.00 0 0.00 , 0.87 0.13133 .030328 0.03 0.420 0.00 ' 318.81 1056.03 0.628 1056.659 8.6 12.25 2.330 1058.989 0.00 1.136 1.50 0.00 0.00 0 0.00 1.83 0.13133 .027721 0.05 0.420 0.00 , )20.64 1056.27 0.651 1056.921 8.6 11.68 2.120 1059.041 0.00 1.136 1.50 0.00 0.00 0 0.00 1.57 0.13133 .024352 0.04 0.420 0.00 ' )22.21 1056.48 0.675 1057.152 8.6 11.14 1.927 1059.079 0.00 1.136 1.50 0.00 0.00 0 0.00 1.37 0.13133 .021403 0.03 0.420 0.00 323.58 1056.66 0.700 1057.357 8.6 10.62 1.750 1059.107 0.00 1.136 1.50 0.00 0.00 0 0.00 ' 1.17 0.13133 .019828 0.02 0.420 0.00 )24.75 1056.81 0.727 1057.538 8.6 10.13 1.593 1059.131 0.00 1.136 1.50 0.00 0.00 0 0.00 ' 1.03 0.13133 .016573 0.02 0.420 0.00 ' )25.78 1056.95 0.754 1057.700 8.6 9.65 1.447 1059.147 0.00 1.136 1.50 0.00 0.00 0 0.00 0.88 0.13133 .014591 0.01 0.420 0.00 ' )26.66 1057.06 0.783 1057.844 8.6 9.21 1.316 1059.160 0.00 1.136 1.50 0.00 0.00 0 0.00 0.75 0.13133 .012866 0.01 0.420 0.00 , 327.41 1057.16 0.814 1057.973 8.6 8.78 1.196 1059.169 0.00 1.136 1.50 0.00 0.00 0 0.00 ' 0.64 0.13133 .011355 0.01 0.420 0.00 INSEE: R.B.F. 8 ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE TEMECULA REGIONAL "LATERAL MALL C-2"- PARCEL MAP 28530 FILE:1135C2 OFILE:1135C20 'TION INVERT DEPTH V.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 ILEM k***k***{*f4#f4{f{RfllRRRR#fi#RiR{RRt*{**##4kkRRt{R****kktt*#*#t!{lRiRkit{R4R Rff#{!!{#R{#{{RRYii!{f {kRlRi ti{RR*ktttt tt#t*Y'**kkk 28.05 1057.24 0.846 1058.089 8.6 8.37 1.087 1059.176 0.00 1.136 1.50 0.00 0.00 0 0.00 0.53 0.13133 .010030 0.01 0.420 0.00 128.58 1057.31 0.880 1058.194 8.6 7.98 0.988 1059.182 0.00 1.136 1.50 0.00 0.00 0 0.00 0.45 0.13133 .008868 0.00 0.420 0.00 129.03 1057.37 0.915 1058.288 8.6 7.61 0.899 1059.187 0.00 1.136 1.50 0.00 0.00 0 0.00 0.35 0.13133 .007850 0.00 0.420 0.00 29.38 1057.42 0.953 1058.372 8.6 7.25 0.816 1059.188 0.00 1.136 1.50 0.00 0.00 0 0.00 0.27 0.13133 .006967 0.00 0.420 0.00 1029.65 1057.45 0.994 1058.448 8.6 6.92 0.743 1059.191 0.00 1.136 1.50 0.00 0.00 0 0.00 0.20 0.13133 0.00 0.420 0.00 .006195 9.85 1057.48 1.037 1058.517 8.6 6.60 0.675 1059.192 0.00 1.136 1.50 0.00 0.00 0 0.00 0.11 0.13133 .005523 0.00 0.420 0.00 9.96 1057.49 1.084 1058.579 8.6 6.29 0.614 1059.193 0.00 1.136 1.50 0.00 0.00 0 0.00 0.04 0.13133 .004938 0.00 0.420 0.00 50.00 1057.50 1.136 1058.636 8.6 5.99 0.557 1059.193 0.00 1.136 1.50 0.00 0.00 0 0.00 ENTRANCE C_ pj. C_'Z 0.00 0.00 1057.50 2.035 1059.535 8.6 1.06 0.017 1059.552 0.00 0.524 4.00 4.00 0.00 0 0.00 I I rtan ck: GQr�� > lvtol-Sc� ADING LINE NO 1 IS - ADING LINE NO 2 IS - ADING LINE NO 3 IS - F 0 5 1 5 P NATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL C-31-- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135C3 OFILE:1135C30 PAGE NO 3 I: 3/ 4/1998 E: 13:23 ' F0 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE i RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) INO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 ' 3 4 1.50 4 4 2.00 ' S 6 4 4 2.50 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 4 6.00 '12 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING g LAfs-E*" e. EMENT NO 1 IS A SYSTEM DUTLET U/S DATA STATION INVERT SECT W S ELEV 1000.00 1054.11 3 1058.16 EMENT 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 EMENT NO 3 IS A WALL ENTRANCE ' U/S DATA STATION INVERT SECT FP 1030.00 1057.50 14 0.500 C C 3 * " EMENT NO 4 IS A SYSTEM HEADWORKS -O- U/S DATA STATION INVERT SECT W S ELEV 1030.00 1057.50 14 0.00 EDIT ERRORS ENCOUNTERED-CDMPUTATION IS NOW BEGINNING WARNING ND. 2 ** - WATER SURFACE ELEVATION GIVEN 1S LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC INSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P uL NZ \\G\ \ 00.00 1054.11 4.050 1058.160 22.70 0.11300 22.70 1056.67 1.500 1058.175 1.18 0.11300 23.88 1056.81 1.360 1058.168 0.65 0.11300 24.53 1056.88 1.280 1058.162 ' 0.53 0.11300 1025.06 1056.94 1.213 1058.155 ' 0.45 0.11300 25.51 1056.99 1.155 1058.147 0.39 0.11300 25.90 1057.04 1.102 1058.139 0.17 0.11300 126.07 1057.06 1.054 1058.110 1AULIC JUMP 26.07 1057.06 0.449 1057.505 ' 0.58 0.11300 1026.65 1057.12 0.465 1057.587 ' 0.64 0.11300 27.29 1057.19 0.481 1057.675 0.55 0.11300 PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 3.5 1.98 0.061 1058.221 WATER SURFACE PROFILE LISTING 1.50 0.00 STORM DRAIN LINE "LATERAL C-3"- PARCEL MAP 28530 ' 0.01 TEMECULA REGIONAL MALL 0.280 0.00 FILE:1135C3 OFILE:1135C30 3.5 1.98 TION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL 0.00 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH ELEM SO 0.280 SF AVE HF NORM DEPTH uL NZ \\G\ \ 00.00 1054.11 4.050 1058.160 22.70 0.11300 22.70 1056.67 1.500 1058.175 1.18 0.11300 23.88 1056.81 1.360 1058.168 0.65 0.11300 24.53 1056.88 1.280 1058.162 ' 0.53 0.11300 1025.06 1056.94 1.213 1058.155 ' 0.45 0.11300 25.51 1056.99 1.155 1058.147 0.39 0.11300 25.90 1057.04 1.102 1058.139 0.17 0.11300 126.07 1057.06 1.054 1058.110 1AULIC JUMP 26.07 1057.06 0.449 1057.505 ' 0.58 0.11300 1026.65 1057.12 0.465 1057.587 ' 0.64 0.11300 27.29 1057.19 0.481 1057.675 0.55 0.11300 PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 3.5 1.98 0.061 1058.221 0.00 0.714 1.50 0.00 0.00 0 0.00 .000650 0.01 0.280 0.00 3.5 1.98 0.061 1058.236 0.00 0.714 1.50 0.00 0.00 0 0.00 .000608 0.00 0.280 0.00 3.5 2.08 0.067 1058.235 0.00 0.714 1.50 0.00 0.00 0 0.00 .000594 0.00 0.280 0.00 3.5 2.18 0.074 1058.236 0.00 0.714 1.50 0.00 0.00 0 0.00 .000644 0.00 0.280 0.00 3.5 2.28 0.081 1058.236 0.00 0.714 1.50 0.00 0.00 0 0.00 .000708 0.00 0.280 0.00 3.5 2.40 0.089 1058.236 0.00 0.714 1.50 0.00 0.00 0 0.00 .000786 0.00 0.280 0.00 3.5 2.51 0.098 1058.237 0.00 0.714 1.50 0.00 0.00 0 0.00 .000878 0.00 0.280 0.00 3.5 2.64 0.108 1058.218 0.00 0.714 1.50 0.00 0.00 0 0.00 O.OD 3.5 7.87 0.961 1058.466 0.00 0.714 1.50 0.00 0.00 0 0.00 .016141 0.01 0.280 0.00 3.5 7.49 0.872 1058.459 0.00 0.714 1.50 0.00 0.00 0 0.00 .014069 0.01 0.280 0.00 3.5 7.14 0.792 1058.467 0.00 0.714 1.50 0.00 0.00 0 0.00 .012319 0.01 0.280 0.00 1 ENSEE: R.B.F. & 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 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 ' rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrr rrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrr 027.84 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 0.00 028.30 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 0.00 028.69 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 ' 029.03 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 0.00 029.30 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 ' 029.53 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 0.00 729.71 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 0.00 329.84 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 , •329.93 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 , 729.98 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 ' 030.00 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 0.00 INSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-3"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135C3 OFILE:1135C30 IT ION INVERT DEPTH W. S. O VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD. EL. ELEV DEPTH LEM _._..SO......_ SF AVE HF NORM DEPTH C -;a). C --j 0.00 1057.50 1.101 1058.601 3.5 0.79 0.010 1058.611 0.00 I a I I I I I I I I PAGE 3 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER ZR 0.288 4.00 4.00 0.00 0 0.00 %DING LINE NO 1 IS - ;DING LINE NO 2 IS - kDING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL C-4"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135C4 OFILE:1135C40 PAGE NO 3 3/ 4/1998 IE: 13:23 F 'DATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 .RD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) NO TYPE PIERS WIDTH DIAMETER WIDTH DROP [1 1 1 4 1.00 2 4 1.25 ' 3 4 1.50 4 4 2.00 S 4 2.50 ' 6 4 3.00 7 4 3.50 8 4 4.00 '9 4 4.50 10 4 5.00 11 4 5.50 4 6.00 '12 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 [1 1 F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING EMENT NO 1 IS A SYSTEM OUTLET :.A NZ* C * U/S DATA STATION INVERT SECT 1000.00 1054.58 3 EMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 1030.00 1057.50 3 0.010 W S ELEV 1058.39 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 EMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1030.00 1057.50 14 0.500 EMENT NO 4 IS A SYSTEM HEADWORKS C C - A * 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 INSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-4"- PARCEL MAP 28530 1 TEMECULA REGIONAL MALL FILE:1135C4 OFILE:1135C40 (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 rrrrrrrrxrrrrrrrrrrrrrrrrrrrrrrrrrrrxrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrxrrxrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrx+xrrrrrrr �A, l� w3 c ��G•� 1 .00 1054.58 3.810 1058.390 2.4 1.36 0.029 1058.419 0.00 0.586 1.50 0.00 0.00 0 0.00 23.81 0.09733 .000305 0.01 0.240 0.00 123.81 1056.90 1.500 1058.397 2.4 1.36 0.029 1058.426 0.00 0.586 1.50 0.00 0.00 0 0.00 1.40 0.09733 .000286 0.00 0.240 0.00 125.21 0.00 0.586 1.50 0.00 0.00 0 0.00 1057.03 1.360 1058.394 2.4 1.42 0.032 1058.426 1 0.79 0.09733 .000280 0.00 0.240 0.00 1026.00 1057.11 1.280 1058.391 2.4 1.49 0.035 1058.426 0.00 0.586 1.50 0.00 0.00 0 0.00 1 0.66 0.09733 .000302 0.00 0.240 0.00 1026.66 1057.17 1.213 1058.388 2.4 1.57 0.038 1058.426 0.00 0.586 1.50 0.00 0.00 0 0.00 0.240 0.00 0.56 0.09733 .000333 0.00 127.22 1057.23 1.155 1058.384 2.4 1.64 0.042 1058.426 0.00 0.586 1.50 0.00 0.00 0 0.00 0.50 0.09733 .000370 0.00 0.240 0.00 , 127.72 1057.28 1.102 1058.380 2.4 1.72 0.046 1058.426 0.00 0.586 1.50 0.00 0.00 0 0.00 0.45 0.09733 .000412 0.00 0.240 0.00 128.17 0.586 1.50 0.00 0.00 0 0.00 1057.32 1.054 1058.376 2.4 1.81 0.051 1058.427 0.00 1 0.40 0.09733 .000462 0.00 0.240 0.00 1028.57 1057.36 1.010 1058.371 2.4 1.90 0.056 1058.427 0.00 0.586 1.50 0.00 0.00 0 0.00 1 0.37 0.09733 .000519 0.00 0.240 0.00 1028.94 1057.40 0.968 1058.365 2.4 1.99 0.061 1058.426 0.00 0.586 1.50 0.00 0.00 0 0.00 0.34 0.09733 .000585 0.00 0.240 0.00 129.28 1057.43 0.929 1058.359 2.4 2.09 0.068 1058.427 0.00 0.586 1.50 0.00 0.00 0 0.00 0.31 0.09733 .00066D 0.00 0.240 0.00 I I ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2 WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-4"- PARCEL MAP 28530 TEMEECULA REGIONAL MALL ' FILE:1135C4 OFILE:1135C40 AT10N 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 rr rzzrrzrrwrzxx+xr+xxrrx+xxwzrrwxrrrrrrwrrw+rr+xrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr:rrrrrrrrrrrrrrr rz rrrrrrrrxrrrrrrrrrrr 029.59 1057.46 0.893 1058.353 2.4 2.19 0.074 1058.427 0.00 0.586 1.50 0.00 0.00 0 0.00 0.28 0.09733 .000746 0.00 0.240 0.00 029.87 1057.49 0.858 1058.346 2.4 2.29 0.082 1058.428 0.00 0.586 1.50 0.00 0.00 0 0.00 ' 0.13 0.09733 .000817 0.00 0.240 0.00 030.00 1057.50 0.842 1058.342 2.4 2.35 0.086 1058.428 0.00 0.586 1.50 0.00 0.00 0 0.00 , LL ENTRANCE c g _ 4 0.00 ' 030.00 1057.50 0.985 1058.485 2.4 0.61 0.006 1058.491 0.00 0.224 4.00 4.00 0.00 0 0.00 1 t ' F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING �ING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL C-5"- PARCEL MAP 28530 ADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL �ING LINE NO 3 IS - FILE:1135C5 OFILE:1135L50 PAGE NO 3 E: 3/ 4/1998 E: 13:24 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE 2L 2R INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.00 4.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 .1 [1 1 NATER SURFACE PROFILE - ELEMENT CARD LISTING EMENT NO 1 IS A /I -- % \1 SYSTEM OUTLET a U Wim* G U/S DATA STATION INVERT SECT N S ELEV ' 1000.00 1054.96 1 1058.45 :LEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 1096.00 1057.62 1 0.010 0.00 0.00 0.00 0 EMENT NO 3 IS A SYSTEM HEADNORKS U/S DATA STATION INVERT SECT N S ELEV 1096.00 1057.62 1 0.00 EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING 'WARNING N0. 2 ** - NATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDNKDS, N.S.ELEV = INV - DC .1 [1 1 CENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-5"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135C5 OFILE:1135C5O TATION INVERT DEPTH W.S. O VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH /ELEM 50 SF AVE HF 4ff#fl44lf4f}}f}f4fkfflfflflf4#ki44f#1fF}}}yf 4}4f 4t1f 4}!tllfffff 4!!!lf 414#1444#4444 1000.00 1054.96 3.490 1058.450 1.2 1.53 0.036 1058.486 0.00 0.462 92.10 0.02771 .000662 0.06 1092.10 1057.51 1.000 1058.512 1.2 1.53 0.036 1058.548 0.00 0.462 3.26 0.02771 .000620 0.00 1095.36 1057.60 0.907 1058.509 1.2 1.60 0.040 1058.549 0.00 0.462 0.64 0.02771 .000592 0.00 Q,esov- oe-izNk "- Caf �ccR.a 1096.00 1057.62 0.888 1058.508 1.2 1.63 0.041 1058.549 0.00 0.462 PAGE 1 , MGT/ BASE/ ZL NO AVBPR , DIA ID NO. PIER NORM DEPTH 44444414444#444#\444Y44444444444444Y'4444 ZR , 1.00 0.00 0.00 0 0.00 ' 0.260 0.00 1.00 0.00 0.00 0 0.00 , 0.260 0.00 1.00 0.00 0.00 0 0.00 0.260 0.00 ' 1.00 0.00 0.00 0 0.00 1 1 1 ' F 0 5 1 5 P ING WATER SURFACE PROFILE - TITLE CARD LISTING LINE NO 1 IS - ' STORM DRAIN LINE "LATERAL C -b"- PARCEL MAP 28530 1DING LINE NO 2 IS - ' TEMECULA REGIONAL MALL iI NG LINE NO 3 IS - FILE:1135C6 OFI LE:1135C60 p LJ 11 PAGE NO 3 .TE: 3/ 4/1998 ME: 13:24 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 :ARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) :ODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP :D 1 4 1.00 :D 2 4 1.25 D 3 4 1.50 :D 4 4 2.00 'D 5 4 2.50 :D 6 4 3.00 :D 7 4 3.50 :D 8 - 4 4.00 :D 9 4 4.50 :D 10 4 5.00 :D 11 4 - 5.50 D 12 4 6.00 :D 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 D 14 3 0 0.00 3.90 4.00 0.00 0.00 0.00 :D 15 3 0 0.00 3.73 4.00 0.00 0.00 0.00 ' F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING IMENT NO 1 IS A SYSTEM OUTLET (B (-A U/S DATA STATION INVERT SECT ' 11000.00 1054.69 3 EMENT NO 2 IS A JUNCTION �C C'/YJ•1 " + ' U/S DATA(t)ATION INVERT SECT LAT -1 LAT -2 N 1062.00 1056.00 3 3 0 0.010 ENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N 1266.16 1058.03 3 0.010 W S ELEV 1058.56 Q3 04 INVERT -3 INVERT -4 PHI 3 PHI 4 5.9 0.0 1056.03 0.00 30.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ENT NO 4 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 16 110058.03 14 0.500 [ENT 3_ C-4� + NO 5 IS A SYSTEM HEAC - D + U/S DATA STATION INVERT SECT W S ELEV 1266.16 1058.03 14 0.00 �IT 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 ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-6"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135C6 OFILE:1135C6O 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 Q4.69 U1015%�Gd 000.00 4.69 3.870 1058.560 15.2 8.60 1.149 1059.709 0.00 1.410 .LL ENTRANCE S GP> 266.16 1058.03 3.779 1061.809 9.3 0.62 0.006 1061.815 0.00 0.552 Csr C`� = 106 S 1 S BE3G7 PAGE 1 .CT STR 0.02113 (�D «'. c- (. ,' .008514 0.53 062.00 1056.00 4.226 1060.226 9.3 5.26 0.430 1060.656 0.00 1.179 204.16 0.00994 1 .004638 0.95 266.16 1058.03 3.143 1061.173 9.3 5.26 0.430 1061.603 0.00 1.179 .LL ENTRANCE S GP> 266.16 1058.03 3.779 1061.809 9.3 0.62 0.006 1061.815 0.00 0.552 Csr C`� = 106 S 1 S BE3G7 PAGE 1 , 1 HGT/ BASE/ ZL NO AVBPR ' DIA ID NO. PIER rrrrrrrr rrrrrrrrrRrrrrrrrr 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 ' 3.90 4.00 0.00 0 0.00 ' F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING �ING LINE NO 1 IS - STORM DRAIN LINE "LATERAL C-6.1"- PARCEL MAP 28530 ADING LINE NO 2 IS - ' TEMECULA REGIONAL MALL. �ING LINE NO 3 IS - FI LE :113506.1 OfILE:1135C6. 10 1 PAGE NO 3 E: 3/ 4/1998 'E: 13:49 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) ,DE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 4.14 7.00 0.00 0.00 0.00 ' F 0 5 1 5 P ImENT WATER SURFACE PROFILE - ELEMENT CARD LISTING NO 1 IS A SYSTEM OUTLET (S Gpc,. Colo U/S DATA STATION INVERT SECT ' 1000.00 1055.99 3 .EMENT NO 2 IS A REACH • ` U/S DATA STATION INVERT SECT N ' 1124.08 1059.66 3 0.010 ENT NO 3 IS A WALL ENTRANCE ' U/S DATA STATION INVERT SECT FP 1124.08 1059.66 14 0.500 W S ELEV 1060.23 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ENT NO 4 IS A SYSTEM HEADWORKS C.(� U/S DATA STATION INVERT SECT W S ELEV 1124.08 1059.66 14 0.00 �IT, ERRORS ENCOUNTERED- COMPUTAT ION IS NOW BEGINNING RNING 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. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-6.1"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135C6.1 OFILE:1135C6.10 iATION INVERT DEPTH W.S. ELEV OF FLOW ELEV IELEM SO .a as araaaaaarrrrrrrrrrrrrrrrrr a qZ L,pe. C -(o 1000.00 1055.99 4.240 1060.230 98.88 0.02958 1098.88 1058.91 1.500 1060.415 3.98 0.02958 1102.86 1059.03 1.360 1060.393 )RAULIC JUMP 1102.86 1059.03 0.618 1059.651 4.37 0.02958 1107.23 1059.16 0.641 1059.803 4.10 0.02958 1111.33 1059.28 0.664 1059.947 3.22 0.02958 1114.55 1059.38 0.689 1060.067 2.58 0.02958 1117.13 1059.45 0.715 1060.169 2.06 0.02958 1119.19 1059.52 0.742 1060.257 1.64 0.02958 1120.83 1059.56 0.770 1060.334 1.24 0.02958 1122.07 1059.60 0.800 1060.401 0.89 0.02958 0 VEL VEL ENERGY SUPER CRITICAL HEAD GRD.EL. ELEV DEPTH SF AVE HF NORM DEPTH rrrrrra+rrrrrraraaaaaaaaaaararrrrrrarrrrrrrrrrrrrrrrrrrrrr PAGE 1 HGT/ BASE/ ZL NO AVBPR ' DIA ID NO. PIER ZR----------------- ' 5.9 5.9 3.34 0.173 1060.403 0.00 0.938 1.50 0.00 0.00 0 0.00 ' .001847 0.18 0.510 0.00 5.9 3.34 0.173 1060.588 0.00 0.938 1.50 0.00 0.00 0 0.00 ' .001730 0.01 0.510 0.00 5.9 3.50 0.191 1060.584 0.00 0.938 1.50 0.00 0.00 0 0.00 ' 0.00 ' 5.9 8.59 1.145 1060.796 0.00 0.938 1.50 0.00 0.00 0 0.00 .013839 0.06 0.510 0.00 ' 5.9 8.18 1.040 1060.843 0.00 0.938 1.50 0.00 0.00 0 0.00 .012129 0.05 0.510 0.00 5.9 7.80 0.946 1060.893 0.00 0.938 1.50 0.00 0.00 0 0.00 ' .010656 0.03 0.510 0.00 5.9 7.44 0.860 1060.927 0.00 0.938 1.50 0.00 0.00 0 0.00 ' .009372 0.02 0.510 0.00 5.9 7.09 0.781 1060.950 0.00 0.938 1.50 0.00 0.00 0 0.00 ' .008247 0.02 0.510 0.00 , 5.9 6.77 0.711 1060.968 0.00 0.938 1.50 0.00 0.00 0 0.00 .007260 0.01 0.510 0.00 5.9 6.45 0.646 .006397 1060.980 0.01 0.00 0.938 0.510 1.50 0.00 0.00 0.00 0 0.00 5.9 6.15 0.587 1060.988 0.00 0.938 1.50 0.00 0.00 0 0.00 ' .005644 0.01 0.510 0.00 1 'NSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P NATER SURFACE PROFILE LISTING ' STORM DRAIN LINE "LATERAL C-6.113- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135C6.1 OFILE:1135C6.10 'TION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH LEM SO SF AVE HF NORM DEPTH rrrxxrrr rr rwwrrrrrrrrrrrwrrrrrrrrrrrwxwww»rrrrrrrrrrwr r*wrwwrrwrrrrrrwwrrrrwrrwxrwrwrrrrrrrrrr PAGE 2 HGT/ BASE/ ZL NO AVBPR DIA ID N0. PIER ZR 1.50 22.96 1059.63 0.832 1060.459 5.9 5.86 0.534 1060.993 0.00 0.93E 0.63 0.02958 0.00 0.00 .004984 0.00 0.510 3.59 1059.65 0.865 1060.511 5.9 5.59 0.485 1060.996 0.00 0.93E 0.37 0.02958 - 0.00 .004405 0.00 0.00 0.00 3.96 1059.66 0.900 1060.556 5.9 5.33 0.441 1060.997 0.00 0.938 7.00 0.00 0 0.00 0.12 0.02958 .003894 0.00 4.08 1059.66 0.938 1060.598 5.9 5.07 0.400 1060.998 0.00 0.938 ENTRANCE 124.08 1059.66 1.535 1061.195 5.9 0.55 0.005 1061.200 0.00 0.281 ' FIti�.J�Nc = � ote3 (ate 1 1 PAGE 2 HGT/ BASE/ ZL NO AVBPR DIA ID N0. PIER ZR 1.50 0.00 0.00 0 0.00 0.510 0.00 1.50 0.00 0.00 0 0.00 0.510 0.00 1.50 0.00 0.00 0 0.00 0.510 0.00 1.50 0.00 0.00 0 O.OD 0.00 4.14 7.00 0.00 0 0.00 DING LINE NO 1 IS - DING LINE NO 2 IS - DING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL C-7"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135C7 OFILE:1135C70 PAGE NO 3 I: 3/ 4/1998 1E: 13:24 fCHANNEL WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING C] 1 PAGE 1 2L 2R 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 %RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE 'E NO TYPE PIERS WIDTH DIAMETER WIDT C] 1 PAGE 1 2L 2R 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 1 4 1.00 2 4 1.25 ' 3 4 1.50 7 4 4 2.00 5 4 2.50 6 4 3.00 7 4 3.50 8 4 4.00 ' 9 4 4.50 10 4 5.00 11 4 5.50 12 4 6.00 ' 13 3 1 1.00 5.00 15.00 7 14 3 0 0.00 4.00 4.00 C] 1 PAGE 1 2L 2R 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 NATER SURFACE PROFILE - ELEMENT CARD LISTING .MENT NO 1 IS A SYSTEM OUTLETa U/S DATA STATION INVERT SECT W S ELEV 1000.00 1054.75 3 1058.72 :MENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1016.97 1057.50 3 0.010 0.00 0.00 0.00 0 :MENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1016.97 1057.50 14 0.500 G -I * :MENT NO 4 IS A SYSTEM HEADWORKS .Cb, U/S DATA STATION INVERT SECT W S ELEV 1016.97 1057.50 14 0.00 :DIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING DARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC INSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR 1.50 0.00 0.00 0 0.00 0.280 WATER SURFACE PROFILE LISTING 1.50 STORM DRAIN LINE "LATERAL C-7"- PARCEL MAP 28530 0.280 TEMECULA REGIONAL MALL 1.50 0.00 0.00 0 FILE:1135C7 OFILE:1135C70 0.00 ION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH EM SO 0.280 SF AVE HF rrrrrrriirriiiiiiiiiix4ix ixrrrrrrrrrrrxrrrrrrrrrrxxrir4r4x 0.00 0 iixxiix4iii4iiixiiiii $1 Lri ��`c- 0.00 4.00 4.00 000.00 00 0,111 1054.75 3.970 1058.720 4.2 2.38 0.068 1058.808 0.00 0.785 5.33 0.16205 .000936 0.01 5.33 1057.23 1.500 1058.735 4.2 2.38 0.088 1058.823 0.00 0.785 0.81 0.16205 .000876 0.00 16.14 1057.37 1.360 1058.725 4.2 2.49 0.096 1058.821 0.00 0.785 0.44 0.16205 0.00 .000857 6.58 1057.44 1.280 1058.716 4.2 2.62 0.106 1058.822 0.00 0.785 ' 0.35 0.16205 .000927 0.00 016.93 1057.49 1.213 1058.706 4.2 2.74 0.117 1058.823 0.00 0.785 ' 0.04 0.16205 .000976 0.00 1057.50 1.205 1058.705 4.2 2.76 0.118 1058.823 0.00 0.785 I16.97 � ENTRANCE 6.97 1057.50 1.408 1058.908 4.2 0.75 0.009 1058.917 0.00 0.325 ��4ac = la ca 1_40 1 PAGE 1 HGT/ BASE/ ZL NO AVBPR DIA ID NO. PIER NORM DEPTH ZR 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 0.00 4.00 4.00 0.00 0 0.00 %DING LINE NO 1 IS - 4DING LINE NO 2 IS - %DING LINE NO 3 IS - F 0 5 1 5 P NATER SURFACE PROFILE - TITLE CARD LISTING STORM DRAIN LINE "LATERAL C-8"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135C8 OFILE:1135C80 PAGE NO 3 ' 3/ 4/1998 13:24 ' F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 RD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 4 1.00 2 4 1.25 3 4 1.50 4 4 2.00 ' S 4 2.50 6 4 3.00 7 4 3.50 ' 8 4 4.00 9 4 4.50 10 4 5.00 11 4 5.50 '12 4 6.00 13 3 1 1.00 5.00 15.00 0.00 0.00 0.00 14 3 0 0.00 6.31 4.00 0.00 0.00 0.00 15 3 0 0.00 3.95 4.00 0.00 0.00 0.00 :ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P WATER SURFACE PROFILE LISTING STORM DRAIN LINE "LATERAL C-8"- PARCEL MAP 28530 TEMECULA REGIONAL MALL FILE:1135C8 OFILE:1135C80 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 -x�x++xxxxxxxxxxxxx++++x++++++++++++xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+x++x+xxxxxxx+xx++ �1 cA��NGI 000.00 1054.92 3.960 1058.880 6.0 3.40 0.179 1059.059 0.00 0.946 20.37 0.01080 .001931 0.04 020.37 1055.14 3.805 1058.945 6.0 3.40 0.179 1059.124 0.00 0.946 35.34 0.01104 .001931 0.07 055.71 1055.53 3.483 1059.013 6.0 3.40 0.179 1059.192 0.00 0.946 72.29 0.01079 .001931 0.14 128.00 1056.31 2.842 1059.152 6.0 3.40 0.179 1059.331 0.00 0.946 LL ENTRANCE 128.00 1056.31 3.194 1059.504 6.0 0.47 0.003 1059.507 0.00 0.412 CT STR 0.01333 O C.�. C,76 .000010 0.00 129.50 1056.33 3.180 1059.510 2.2 0.17 0.000 1059.510 0.00 0.211 - up o` C -¢oma = L Of. L.so-, 1.50 0.00667 .000002 0.00 131.00 1056.34 3.170 1059.510 2.2 0.17 0.000 1059.510 0.00. 0.211 LL EXIT 131.00 1056.34 3.171 1059.511 2.2 1.25 0.024 1059.535 0.00 0.560 110.49 0.01095 .000260 0.03 241.49 1057.55 1.990 1059.540 2.2 1.25 0.024 1059.564 0.00 0.560 LL ENTRANCE 8$ Cb 241.49 1057.55 2.036 1059.586 2.2 0.27 0.001 1059.587 0.00 0.211 't-oP of C�RAL'E = i oco t _Sa PAGE 1 HGT/ BASE/ ZL NO AVBPR ' DIA ID NO. PIER NORM DEPTH ZR ' x+++++++x+++x+++++xxxxxxxxxx+xxxxxxxxx++ 1.50 0.00 0.00 0 0.00 ' 0.680 0.00 1.50 0.00 0.00 0 0.00 ' 0.680 0.00 1.50 0.00 0.00 0 0.00 , 0.680 0.00 , 1.50 0.00 0.00 0 0.00 0.00 , 6.31 4.00 0.00 0 0.00 0.00 ' 6.31 4.00 0.00 0 0.00 ' 0.205 0.00 6.31 4.00 0.00 0 0.00 , 0.00 1.50 0.00 0.00 0 0.00 , 0.400 0.00 ' 1.50 0.00 0.00 0 0.00 0.00 ' 3.95 4.00 0.00 0 0.00 ' 1 ' F 0 5 1 5 P NATER SURFACE PROFILE - ELEMENT CARD LISTING IMENT NO 1 IS A SYSTEM OUTLET -1 * cA*--SF- U/S DATA STATrM' ERT SECT 1000.00 1054.92 3 LEMENT NO 2 1S A REACH ' U/S DATA STATION INVERT SECT N 1020.37 1055.14 3 0.010 �MENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N 1055.71 1055.53 3 0.010 �MENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N 1128.00 1056.31 3 0.010 IMENT NO 5 IS A WALL ENTRANCE ` U/S DATA STATION INVERT SECT FP 1128.00 1056.31 14 0.500 LEMENT NO 6 IS A JUNCTIONO �•"• L` 8 ` U/S DATA STATION INVERT SECT LAT -1 LAT -2 N ' 1129.50 1056.33 14 8 0 0.015 LEMENT NO 7 IS A REACH ' U/S DATA STATION INVERT SECT N 1131.00 1056.34 14 0.015 �MENT NO 8 IS A WALL EXIT U/S DATA STATION INVERT SECT 1131.00 1056.34 3 �MENT NO 9 IS A REACH U/S DATA STATION INVERT SECT N 1241.49 1057.55 3 0.010 N S ELEV 1058.88 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 1056.33 0.00 90.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 IMENT NO 10 IS A. WALL ENTRANCE U/S DATA STATION INVERT SECT FP 11057.55 15 0.500 '1241.49 e :LEMENT NO 11 IS A SYSTEM HEADWORKS(.f3$ `g JC-•�. U/S DATA STATIO INVERT SECT W S ELEV 1241.49 1057.55 15 0.00 DIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING WARNING NO. 2 ** 1 - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC I �1 J 1 �J 1 1 1 1 1 .1 7 iJ `w Appendix D I I I 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: 14:27 3/ 6/1998 ++++++++t++tt+ttttttt+ttt DESCRIPTION OF STUDY +tttttt++++++t+tt++++++*t* DEPTH OF FLOW C.B. A-0 'LATERAL A-0 LINE "A" + >>>STREETFLOW MODEL INPUT INFORMATION<<<< CONSTANT STREET GRADE(FEET/FEET) 020000 CONSTANT STREET FLOW(CFS) _ .60 '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) _ .020000 1 OUTSIDE STREET CROSSFALL(DECIMAL) _ .065000 CONSTANT SYD26ETRICAL 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) _ .18 'HALFSTREET FLOOD WIDTH(FEET) = 2.94 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.54 PRODUCT OF DEPTH&VELOCITY = .45 ++++++++++++++++++++++++++ DESCRIPTION OF STUDY,DE++++++++++++++++++++++++++ PTH OF FLOW AT C.B. A-1.0 §LATERAL A-1.0, T. A-1 + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ >>>STREETFLOW MODEL INPUT INFORMATION<<<< CONSTANT STREET GRADE(FEET/FEET) 020000 CONSTANT STREET FLOW(CFS) _ .90 ' AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 36.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 34.00 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) _ .21 HALFSTREET FLOOD WIDTH(FEET) = 4.39 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.63 PRODUCT OF DEPTH&VELOCITY = .55 +t*+#*+***t+#tt**#****++++ DESCRIPTION OF STUDY t++t+#++#**++++#t#***t+t+t DEPTH OF FLOW AT C.B. A-2.1 NORTH SIDE, FROM THE EAST LATERAL A-2 LINE "A" >>>STREETFLOW MODEL INPUT INFORMATION<<<< --------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .015000 CONSTANT STREET FLOW(CFS) = 2.40 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 28.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 26.00 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) _ .30 HALFSTREET FLOOD WIDTH(FEET) = 8.91 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.54 PRODUCT OF DEPTH&VELOCITY = .76 r*++#***+t*#**tt#*****#+#+ DESCRIPTION OF STUDY *****+t#+#***+##****ttt*#t DEPTH OF FLOW AT C.B. A-2.1 NORTH SIDE, FROM THE WEST LATERAL A-2 t LINE "A" >>>STREETFLOW MODEL INPUT INFORMATION<< << --------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .018000 CONSTANT STREET FLOW(CFS) = 2.40 AVERAGE STRE_TFLOW FRICTION FACTOR(MANNING) _ .015000 ' CONSTAATT SYMMETRICAL STREET HALF-WIDTH(FEET) = 28.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 26.00 '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) = .28 F.ALFSTREET FLOOD WIDTH(FEET) = 8.09 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.98 PRODUCT OF DEPTH&VELOCITY = .84 t+++++++++++++++++++++++++ DESCRIPTION OF STUDY **************++++++++++++ ■JE EPTH OF FLOW AT C.B. A-2.1 SOUTH SIDE, FLOW FROM THE EAST TP A -2 LINE "A" +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++t++++ >>>STREETFLOW MODEL INPUT INFORMATION<<<< - - -------------------- :----- CONST -ANT STREET GRADE(FEET/FEET)- 014000 CONSTANT STREET FLOW(CFS) = .10 '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) = .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) _ .16 HALFSTREET FLOOD WIDTH(FEET) = 2.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.29 PRODUCT OF DEPTH&VELOCITY = .37 +++++++*+++++++++++++++++ DESCRIPTION OF STUDY ++++++++++++++++++++++++++ JPEPTH OF FLOW AT C.B. A-2.1 SOUTH SIDE, FLOW FROM THE WEST JPAT. A-2 + LINE "A" + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ >>>STREETFLOW MODEL INPUT INFORMATION<<<< T- T ---------------- - ------ - ll -ANT STREET GRADE(FEET/FEET) 010000 CONSTANT STREET FLOW(CFS) = .10 ' 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) _ .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) _ .16 HALFSTREET FLOOD WIDTH(FEET) = 2.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.94 PRODUCT OF DEPTH&VELOCITY = .31 ' 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: 15:41 3/ 6/1998 '__________________________________________________________________________ ************************** DESCRIPTION OF STUDY ************************** DEPTH OF FLOW AT C.B. A-3 NORTHSIDE TERAL A-3 LINE "A" > >STREETFLOW MODEL INPUT INFORMATION<<<< -------- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CONSTANT STREET GRADE(_EET/FEET) .020000 CONSTANT STREET FLOW(CFS) = 4.10 'AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 40.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 38.00 'INTERIOR STREET CROSSFALL(DECIMAL) = .035000 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 G"JTTER-HIKE(FEET) = 13000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS =============-===========-===============-==-= ------------------------------------------------ 'STREET FLOW DEPTH(FEET) = .35 HALFSTREET FLOOD WIDTH(FEET) = 7.49 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.72 PRODUCT OF DEPTH&VELOCITY = 1.31 ************************** DESCRIPTION OF STUDY ************************** EUPTHOF FLOW AT C.B. A-3 SOUTHSIDE TERAL A-3 LINE "A" *************************************************************************** �>>STREETFLOW MODEL INPUT INFORMATION<<<< - - - - -T- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - CONSTANT STREET GRADE(_EET/FEET) 018000 'CONSTANT STREET FLOW(CFS) = .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 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) _ .16 Y.ALFSTREET FLOOD WIDTH(FEET) = 2.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.60 PRODUCT OF DEPTH&VELOCITY = .42 t+*+ttttttttttttt+++++++t DESCRIPTION OF STUDY *tt++tt+++++++++++t+t++t++ DEPTH OF FLOW AT C.B. A-5 EAST SIDE, FLOW FROM NORTH LATERAL A-5 FWD F2o�- ctx- Sly = 't•2S cFS LINE "A'' �cx� �4•S �s t »>STREETFLOW MODEL INPUT INFORMATION<<<< ---------------------------------------------------- ---------------------- CONSTANT STREET GRADE(FEET/FEET) _ .014000 CONSTANT STREET FLOW(CFS) = 7.25 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 40.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 38.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .030000 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) _ .44 HALFSTREET FLOOD WIDTH(FEET) = 11.20 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.60 PRODUCT OF DEPTH&VELOCITY = 1.57 --------------------------------------------------------------------------- k+tt+**+*+ttttttttttt+++++ DESCRIPTION OF STUDY ************************** DEPTH OF FLOW AT C.B. A-5 WEST SIDE, FLOW FROM NORTH LATERAL A-5 F ww Few-- sokam = KID LINE "A" Z.o C-Fs t++++t++t++++++tt+++++++ttttttttt+t+++++tttttttttt+++tt++ttttttttttttttttt *++tt++++++++++++++++t+t+tttttttttttttt++++++++tttttttttt+t+t++++++++++t++t >>>STREETFLOW MODEL INPUT INFORMATION<<<< --------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .014000 CONSTANT STREET FLOW(CFS) = 1.00 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 ' CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS '***STREET FLOWING FULL*** =====-------------------------------------=-------------------------------- --------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: --------------------------------------------------------------------------- STREET FLOW DEPTH(FEET) _ .17 tHALFSTREET FLOOD WIDTH(FEET) = 22.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.17 PRODUCT OF DEPTH&VELOCITY = .20 1*************************,DESCRIPTION OF STUDY *ttttttttttttttt+tt+++++t+ DEPTH OF FLOW AT C.B. A-5.1 TERAL A-5.1 INE "A" ttttttttttttt+t+t++***+*+++t***+++++++*++*++*+**+tt+t+ttttttttt++++++*ttt ttttt+tttttttttttt++t+++t+++++++tt+t+ttt+t++tttttttt+tt*ttt*ttttttt++++++t »STREETFLOW MODEL INPUT INFORMATION<<<< --------------------------------------------------------------------------- 'CONSTANT STREET GRADE(FEET/FEET) _ .015000 CONSTANT STREET FLOW(CFS) = 1.20 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 H.ALFSTREET FLOOD WIDTH(FEET) = 22.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.40 ' PRODUCT OF DEPTH&VELOCITY = .24 tttttt++**+*tttttt+++*++* DESCRIPTION OF STUDY ttt+tt+ttt+*+++*++*tttttt+ EPTH OF FLOW AT C.B. A-5.2 TERAL A-5.2 INE "A" *+****ttttt+t+*+t*+ttttttt+t+t++++*++++**+++t*****+*+ttttttt+t+++*+**++* ttttt++++++t*tttttttt*+++++++++++**t*ttttttttttttttttttttttttt++**tt**+tttt t>STREETFLOW MODEL INPUT INFORMATION<<<< DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 'INTERIOR OUTSIDE STREET CROSSFALL(DECIMAL) _ STREET CROSSFALL(DECIMAL) _ .000100 .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 FLOWING FULL*** =====-------------------------------------=-------------------------------- --------------------------------------------------------------------------- STREET FLOW MODEL RESULTS: --------------------------------------------------------------------------- STREET FLOW DEPTH(FEET) _ .17 tHALFSTREET FLOOD WIDTH(FEET) = 22.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.17 PRODUCT OF DEPTH&VELOCITY = .20 1*************************,DESCRIPTION OF STUDY *ttttttttttttttt+tt+++++t+ DEPTH OF FLOW AT C.B. A-5.1 TERAL A-5.1 INE "A" ttttttttttttt+t+t++***+*+++t***+++++++*++*++*+**+tt+t+ttttttttt++++++*ttt ttttt+tttttttttttt++t+++t+++++++tt+t+ttt+t++tttttttt+tt*ttt*ttttttt++++++t »STREETFLOW MODEL INPUT INFORMATION<<<< --------------------------------------------------------------------------- 'CONSTANT STREET GRADE(FEET/FEET) _ .015000 CONSTANT STREET FLOW(CFS) = 1.20 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 H.ALFSTREET FLOOD WIDTH(FEET) = 22.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.40 ' PRODUCT OF DEPTH&VELOCITY = .24 tttttt++**+*tttttt+++*++* DESCRIPTION OF STUDY ttt+tt+ttt+*+++*++*tttttt+ EPTH OF FLOW AT C.B. A-5.2 TERAL A-5.2 INE "A" *+****ttttt+t+*+t*+ttttttt+t+t++++*++++**+++t*****+*+ttttttt+t+++*+**++* ttttt++++++t*tttttttt*+++++++++++**t*ttttttttttttttttttttttttt++**tt**+tttt t>STREETFLOW MODEL INPUT INFORMATION<<<< -------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .034000 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 r++tttttt+++++++t+tt++++++ DESCRIPTION OF STUDY *t++tttt++++++++tttttttttt DEPTH OF FLOW AT C.B. A-7.1, FLOW FROM THE EAST LATERAL A-7 LINE "A" <tt+ttttt++++t++++++ttttt++++++t++++tttt++++++ttttt++++++++t+tttt+++++++++ r++++++++t++++++t+tttt+++t+ttt+tt+++++++++t+tt++++++++tttt+++++++++++++ttt+ » >STREETFLOW MODEL INPUT INFORMATION<<<< --------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .009200 CONSTANT STREET FLOW(CFS) = 5.50 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 28.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .012000 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) _ .36 HALFSTREET FLOOD WIDTH(FEET) = 19.06 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.34 PRODUCT OF DEPTH&VELOCITY = .86 +ttttttt+t++t+tttttt++++++ DESCRIPTION OF STUDY t+++++++++++++++t++ttttttt DEPTH OF FLOW AT C.B. A-7.1, FLOW FROM THE WEST LATERAL A-7 LINE "A" tt++++++++++++++++++++t+ttttt++t+ttt+tt+ttttt+t+++++++++++++++++++++++++++ >>>STREETFLOW MODEL INPUT INFORMATION<<<< CONSTANT STREET GRADE(FEET/FEET) 016800 CONSTANT STREET FLOW(CFS) = 5.50 'AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 28.00 INTERIOR STREET CROSSFALL(DECIMAL) .012000 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) = 17.31 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.80 PRODUCT OF DEPTH&VELOCITY = .96 tt#+t#+t#t+tt#t##t++++++ DESCRIPTION OF STUDY **+**++#+++#+ttttttt#tt#t+ NTH OF FLOW AT C.B. A-8, FLOW FROM NORTH OR SOUTH ERAL A-8 ,.,INE "A" *tttt++++++++**t*t#*tttt+#tttt**t**++++#t#tt***+++++#+tttt**+*+++*++++++#+ +++++++++++t+tttttttt+++tt+t#ttt##*++++#++#+#+***++++++#+tttttttt****++++ >>>STREETFLOW MODEL INPUT INFORMATION<<<< CONSTANT STREET GRADE(FEET/FEET) 010000 CONSTANT STREET FLOW(CFS) = 3.75 '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) _ .35 'HALFSTREET FLOOD WIDTH(FEET) = 14.47 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.17 PRODUCT OF DEPTH&VELOCITY = .75 #tt#+#+*+**#+t#t+#tttt+t++ DESCRIPTION OF STUDY ttttttttt#tttttttttttttttt EPTH OF FLOW AT C.B. A-9, FLOW FROM THE SOUTH TERAL A-9 INE "A" +++##t*##tttt++t++ttt+++++++++++++++*+++++++++#+++ttttt#t*t*ttttttt#tt++tt >>>STREETFLOW MODEL INPUT INFORMATION<<<< --------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .010000 CONSTANT STREET FLOW(CFS) = 1.50 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) _ .27 HALFSTREET FLOOD WIDTH(FEET) = 9.22 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.88 PRODUCT OF DEPTH&VELOCITY = .50 }+t*#t#}}#}}#}+}++t+t*ttt+ DESCRIPTION OF STUDY ***t++}}tt#}}#}}}}#+t+t+tt DEPTH OF FLOW AT C.B. A-9, FLOW FROM THE NORTH LATERAL A-9 LINE "A" >>>STREETFLOW MODEL INPUT INFORMATION<<<< --------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .010000 CONSTANT STREET FLOW(CFS) = 12.40 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) _ .47 HALFSTREET FLOOD WIDTH(FEET) = 22.34 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.18 PRODUCT OF DEPTH&VELOCITY = 1.48 +++t*+t+}++++++++t***t*t*t DESCRIPTION OF STUDY DEPTH OF FLOW AT C.B. A-10, FLOW FROM THE SOUTH LATERAL A-10 LINE "A" 'rt++tt++tttt+t+ttt++t+ttt+++tt+tt+t++++++++ttttt++tt+tt+*tzttttttt+ttt++++ >>>STREETFLOW MODEL INPUT INFORMATION<<<< r------------------------------------------------------------------------ CONSTANT STREET GRADE(FEET/FEET) _ .010000 CONSTANT STREET FLOW(CFS) = 2.40 '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) _ .31 'HALFSTREET FLOOD WIDTH(FEET) = 11.84 AVERAGE FLOW.VELOCITY(FEET/SEC.) = 1.98 PRODUCT OF DEPTH&VELOCITY = .61 +ttttt*tt+t++++++++++++t+ DESCRIPTION OF STUDY ******t+++++tt+*+t++t+++++ ,DEPTH OF FLOW AT C.B. A-10, FLOW FROM THE NORTH TERAL A-10 INE "A" t++ttt+t+t++++ttt+tttt+++++++t+ttt++++tttt+t++t+ttt+++++tttttt+ttt+t++t+++ >>>STREETFLOW MODEL INPUT INFORMATION<<<< ------ ------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .010000 CONSTANT STREET FLOW(CFS) = 8.00 '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) _ .43 'HALFSTREET FLOOD WIDTH(FEET) = 19.72 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.60 PRODUCT OF DEPTH&VELOCITY = 1.11 ttttt+++++++++++++++++++++ DESCRIPTION OF STUDYWDEttttttttttt+++++++++t+tttt PTH OF FLOW AT C.B. A-11, SOUTH SIDE MILATERAL A-11 INE "A" tttttttttttttttttttttttttttt++tt+tttt+++tttttt+++tt+t+ttttttt++++++++t++tt >>STREETFLOW MODEL INPUT INFORMATION<<<< --------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) = .010000 CONSTANT STREET FLOW(CFS) = 5.30 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 42.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 40.00 INTERIOR STREET CROSSFALL(DECIMAL) = .025000 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) = .40 HALFSTREET FLOOD WIDTH(FEET) = 11.69 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.87 PRODUCT OF DEPTH&VELOCITY = 1.15 t+ttt++t++tttttttt+tt+++tt DESCRIPTION OF STUDY *******tt++ttttttttttttttt DEPTH OF FLOW AT C.B. A-11, NORTH SIDE LATERAL A-11 LINE "A" t++tt+tttt+ttttt+tttt++ttttt+++tt+t+tttt+tt+ttt+ttttt+++++tttrt++t+++++++t rt++++++++++t+tt+ttrtttt+t+++ttttttt+t+tttt++++++t+++++++++t+tttt++++++++++ >>>STREETFLOW MODEL INPUT INFORMATION<<<< --------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .010000 CONSTANT STREET FLOW(CFS) = 3.50 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) = .33 HALFSTREET FLOOD WIDTH(FEET) = 13.16 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.40 PRODUCT OF DEPTH&VELOCITY = .79 ' 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 ---------------------------------------------------------------------- IME/DATE OF STUDY: 16:36 3/ 6/1998 +*******+*+**++*++++++++++ DESCRIPTION OF STUDY ***++++++**+*+*+*++++++*++ 2)EPTH OF FLOW AT C.B. C-6.1, FLOW FROM THE NORTH N�,ATERAL C-6.1 LINE "C" >STREETFLOW MODEL INPUT INFORMATION<<<< --------------------------------_--:----------------------------------- CONSTANT STREET GRADE(FEET/FEET) 010000 CONSTANT STREET FLOW(CFS) = 3.10 '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) _ .33 HALFSTREET FLOOD WIDTH(FEET) = 13.16 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.13 PRODUCT OF DEPTH&VELOCITY = 70 *+******+**+++*+#**+****** DESCRIPTION OF STUDY **+***+*****+********+*+++ tEPTH OF FLOW AT C.B. C-6.1, FLOW FROM THE SOUTH ATERAL C-6.1 LINE "C" ++******+*++++#****************+++++++*+++*+***++**++*++++++++*********+ ***++++***********+++#+*************************************+++++++******** >STREETFLOW MODEL INPUT INFORMATION<<<< -T--------------- --------------_--_----------------------------------- CONSTANT STREET GRADE(FEET/FEET) 010000 CONSTANT STREET FLOW(CFS) = 2.80 ' 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) = .31 HALFSTREET FLOOD WIDTH(FEET) = 11.84 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.31 PRODUCT OF DEPTH&VELOCITY = .71 t+++++++++++++++++++r+++++ DESCRIPTION OF STUDY ++++++++++++++++++++++++++ DEPTH OF FLOW AT C.B. B-18, EAST SIDE, FLOW FROM THE SOUTH LINE "B" + t+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ >>>STREETFLOW MODEL INPUT INFORMATION<<<< ----------------------------------------------`---------------------------- CONSTANT STREET GRADE(FEET/FEET) = .005000 CONSTANT STREET FLOW(CFS) = .80 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 32.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 30.00 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) = .25 HALFSTREET FLOOD WIDTH(FEET) = 8.09 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.23 PRODUCT OF DEPTH&VELOCITY = .31 +++t++++++++++++++++++++++ DESCRIPTION OF STUDY ++++++++++++++++++++++++++ DEPTH OF FLOW AT C.B. B-18, EAST SIDE, FLOW FROM THE NORTH LINE "B' + + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ >>>STREETFLOW MODEL INPUT INFORMATION<<<< --------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) = .010000 CONSTANT STREET FLOW(CFS) = .80 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 ' CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 32.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 30.00 '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) _ .22 HALFSTREET FLOOD WIDTH(FEET) = 6.22 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.78 PRODUCT OF DEPTH&VELOCITY = .40 +++++tttt+tttt+++++++*+++ DESCRIPTION OF STUDY t+ttt+tt+t+t+++++++++t++++ IEPTH OF FLOW AT C.B. B-18, WEST SIDE, FLOW FROM THE SOUTH INE "B" * +++ttttt+t+t+tt+t++t++++++t+t+t+ttt++++++++t+++++++t++++t+++tt+++++++++t +t++++++++t+tt+t+t+tt++t++++++++++++++++++++t+++++tttt++tt+t+++++++++t++t >STREETFLOW MODEL INPUT INFORMATION<<<< N CONSTANT STREET GRADE (FEET/_EET) = 005000 CONSTANT STREET FLOW(CFS) = 3.10 'AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 32.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 30.00 '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) _ .35 HALFSTREET FLOOD WIDTH(FEET) = 14.66 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.75 ' PRODUCT OF DEPTH&VELOCITY = 61 DESCRIPTION OF STUDY t++tttt++*ttt+t+ttt+++++++ IEPTH OF FLOW AT C.B. B-18, WEST SIDE, FLOW FROM THE NORTH INE "B" t ++t++++t+t+t++++t+tt+t+t+++t++++t+t+++++t++*+*+tt+tttt++ttt+++t+++t++tt+ +++ttt+++++++t*++++++++++++++ttt++ttt+++++++++t++t++t+++t++++++++t+++tt++ >STREETFLOW MODEL INPUT INFORMATION<<<< --------------- ---------------- _ ------ CONSTANT STREET GRADE(FEET FEET) 016000 CONSTANT STREET FLOW(CFS) = 5.80 ' AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 32.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 30.00 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: 1 --------------------------------------------------------------`------------ STREET FLOW DEPTH(FEET) _ .36 HALFSTREET FLOOD WIDTH(FEET) = 15.59 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.92 PRODUCT OF DEPTH&VELOCITY = 1.06 ' 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 -----------------------------------------------------------------Ik---E-/-D--T-EAOF STUDY: 15: 8 3/ 6/1998 _------------ _________________________________________________---------- __ +#**t+++++##++tttt++t++++ DESCRIPTION OF STUDY ******+++++++++++++++++tt+ PTH OF FLOW AT C.B. B-3.1, NORTH SIDE TERAL B-3.1 >STREETFLOW MODEL INPUT INFORMATION<<<< ------------------------------------------------------------------------ CONSTANT STREET GRADE(FEET/FEET) _ .016000 CONSTANT STREET FLOW(CFS) = 4.30 'AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 42.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 40.00 '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) _ .34 HALFSTREET FLOOD WIDTH(FEET) = 11.06 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.13 ' PRODUCT OF DEPTH&VELOCITY = 1.07 t+*##+*#******t**++tt*tt+* DESCRIPTION OF STUDY +***tt+**ttt**t+t*t**+t*+* DEPTH OF FLOW AT C.B. B-3.1, SOUTH SIDE (NERAL B - 3. 1 >STREETFLOW MODEL INPUT INFORMATION<<<< --T----- -------------------,--- - ------ - CONSTANT STREET GRADE(FEET/FEET) 011000 CONSTANT STREET FLOW(CFS) = 2.10 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) _ .29 HALFSTREET FLOOD WIDTH(FEET) = 10.53 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.12 PRODUCT OF DEPTH&VELOCITY = .61 t#####+ttttttttt#*t####### DESCRIPTION OF STUDY ************************** DEPTH OF FLOW AT C.B. B-3.2 LATERAL B-3.2 LATERAL B-3 >>>STREETFLOW MODEL INPUT INFORMATION<<<< --------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .010000 CONSTANT STREET FLOW(CFS) _ .70 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) _ .21 HALFSTREET FLOOD WIDTH(FEET) = 5.28 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.90 PRODUCT OF DEPTH&VELOCITY = .40 ttttttttttttttt#tttt#ttttt DESCRIPTION OF STUDY ttt#ttt*t***********#***** DEPTH OF FLOW AT C.B. B-3.4, FLOWS FROM EAST OR WEST LATERAL B-3.3 LATERAL B-3 tt##t#tt#*t***#tt***#**#*t**#*t*tt#t#######ttt***********t**#*##*ttt#*##t# #######***##*#*#**tttttt#tttttttttttttttt#**#*##*#*#*##*#######*#######*##* >>>STREETFLOW MODEL INPUT INFORMATION<<<< --------------------------------------------------------------------------- CONSTANT STREET GP.ADE(FEET/FEET) _ .013000 CONSTANT STREET FLOW(CFS) _ .35 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) _ .16 HALFSTREET FLOOD WIDTH(FEET) = 2.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.21 PRODUCT OF DEPTH&VELOCITY = 35 t+tttt+tt+t+t*+++t++tt+ttt DESCRIPTION OF STUDY ************************** t EPTH OF FLOW AT C.B. B-3.6, FLOW FROM THE WEST t TERAL B-3.4 LATERAL B-3 ++++++++tttttttt++t+tt+t++++++ttttt+t++++ttttt+t+++t+t+t+t+++++++ttttttt > >STREETFLOW MODEL INPUT INFORMATION<<<< _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CONSTANT STREET GRADE(FEET/FEET) 010000 CONSTANT STREET FLOW(CFS) _ .40 'AVERAGE STREETFLOW FRICTION FACTOR(MANATING) _ .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) _ .17 HALFSTREET FLOOD WIDTH(FEET) = 2.66 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.88 ' PRODUCT OF DEPTH&VELOCITY = 32 tttttttttttttttttttttttttt DESCRIPTION OF STUDY t++tt+++++++++tttttt+ttttt JPEPTH OF FLOW AT C.B. B-3.6, FLOW FROM THE EAST U,ATERAL B-3.4 LATERAL B-3 �+tttttt+ttttttttttttt+ttttttttttttttttttttt++++t+tttttttt+ttt++++ttttt++ ttt+t+ttttttttttttttttttt+t+ttttttt+tttt+t++++++t+ttttttt+ttt+ttt+tttt+++ >STREETFLOW MODEL INPUT INFORMATION<<<< -------- -------------------- _ ----- - CONSTANT STREET GRADE(FEET BEET) .014000 CONSTANT STREET FLOW(CFS) _ .40 ' AVERAGE STREETFLOW FRICTION FACTOR(MANATING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 44.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 42.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .015000 0UTSIDE 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) _ .16 HALFSTREET FLOOD WIDTH(FEET) = 2.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.29 PRODUCT OF DEPTH&VELOCITY = .37 -ttttt+t++t++tttt++++tttt+ DESCRIPTION OF STUDY ************************** DEPTH OF FLOW AT C.B. B-3.8, FLOW FROM THE WEST LATERAL B-3.5 LATERAL B-3 tttttt+++ttt+t+++++tttt+t++++ttttt+++ttt++t++tttttt+t+++++++++++++t++++++ -++tttt+++++tttt+tt+++++++tttttt++tttt+t++ttttt+++++ttttttttttttttttttttttt »>STREETFLOW MODEL INPUT INFORMATION<<<< -------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .010000 CONSTANT STREET FLOW(CFS) _ .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 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) = 16 HALFSTREET FLOOD WIDTH(FEET) = 2.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.94 PRODUCT OF DEPTH&VELOCITY = .31 +++++++t+++++++t+++t++ttt DESCRIPTION OF STUDY ++++++ttttt+ttt++t+t++++++ DEPTH OF FLOW AT C.B. B-3.8, FLOW FROM THE EAST LATERAL B-3.5 LATERAL B-3 �t+ttttttttttttt++++ttttttt++tt+++++++tttttttt+t++++++ttttttt+t++t+t++++++ t+t+++++++++tt+ttt++t++t+tttt++++++t++tttttttttttt++tt++++++t++tt++tttttttt >>>STREETFLOW MODEL INPUT INFORMATION« « CONSTANT STREET GRADE(FEET/FEET) _ .012000 CONSTANT STREET FLOW(CFS) _ .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 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) _ .16 HALFSTREET FLOOD WIDTH(FEET) = 2.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.12 PRODUCT OF DEPTH&VELOCITY = .34 +++ttttt++ttt+tttt+++tt+ DESCRIPTION OF STUDY.DE+ttttt+tt+tt+++tt+t++ttt+t PTH OF FLOW AT C.B. 3.0 + ffATERAL B-3 + INE "B" t t+++++ttt+t+++t+t+tttt++tt+++ttt+t+++t+tttt+++ttt+tt+++ttt+t+++ttt+t+t+++t »>STREETFLOW MODEL INPUT INFORMATION<<<< ------------------------------------------------------------------------ CONSTANT STREET GRADE(FEET/FEET) _ .023000 CONSTANT 'AVERAGE CONSTANT DISTANCE INTERIOR OUTSIDE CONSTANT CONSTANT CONSTANT STREET FLOW(CFS) = 1.20 STREETFLOW FRICTION FACTOR(MANNING) _ .015000 SYMMETRICAL STREET HALF-WIDTH(FEET) = 44.00 FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 42.00 STREET CROSSFALL(DECIMAL) _ .015000 STREET CROSSFALL(DECIMAL) _ .065000 SYMMETRICAL CURB HEIGHT(FEET) _ .50 SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 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 ------ STREET FLOW DEPTH(FEET) _ .23 'HALFSTREET FLOOD WIDTH(FEET) = 6.59 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.47 PRODUCT OF DEPTH&VELOCITY = .57 ttttttttttttttttttttttttttttttttttttttt+tttttttt+*tt++*tt++ttt+*t++tt++t+tt 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: 17: 2 3/ 6/1998 t+++++++++tt++++++++++++++ DESCRIPTION OF STUDY ++++++++++++++++++++++++++ SIZING FOR C.B. A-0 + LATERAL A-0 + LINE "A" + »>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< -------------------------------------------------------------------------- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = .60 GUTTER FLOWDEPTH(FEET) = .18 BASIN LOCAL DEPRESSION(FEET) = .33 FLOWBY BASIN WIDTH(FEET) = 3.60 >>>>CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 3.6 >>>>CALCULATED ESTIMATED INTERCEPTION(CFS) _ .6 +++*+tt+++*++tt+++t++tt++ DESCRIPTION OF STUDY *************++tt++tt++tt+ SIZING FOR C.B. A-1.0 LATERAL A-1.0 t LATERAL A-1 + tt+++t+tt+++t++t++t+++tt++tt++tt++++++tt++tt+++t+++tt+tt++tt++t++tt+++t++ ++t++t+++t++tt++tt+tt+++t+++t+++t++++++tt+ttt++t++++t++tt++tt++t+++tt+tt++ >>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< -------------------------------------------------------------------------- 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) _ .21 BASIN LOCAL DEPRESSION(FEET) _ .33 FLOWBY BASIN WIDTH(FEET) = 4.60 >>>>CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 4.6 ' >>>>CALCULATED ESTIMATED INTERCEPTION(CFS) _ .9 �tttttttttt+ttttttttttttt DESCRIPTION OF STUDY **ttttttttttttttt+tttttt+t SIZING C.B. A-2.1, NORTH SIDE + TERAL A-2 t INE "A" +++tttttttttttt+ttttttttttttttttttttttttttt+t+ttttttt+ttttttttttttttttt+ tttttttttttttttttttttttttttt+ttttttttttttttttttttttftt+tttttttttt+ttttttt >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) = 4.80 'BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .30 t>>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 9.46 l/.gc %,J = l4_o F v tttttttttttttttttttttttt DESCRIPTION OF STUDY tttttttttttttttttttttttttt IZING C.B. A-2.1, SOUTH SIDE LATERAL A-2, LINE "A" t t ttttt+tt+tttttttttttttttttttttttttttttt+tttt+ttttttttttttttttttttttttttt ttt+*tttt*ttt+tttttttttttttttttttttttttttttttttttttt+tttttttttttttttttttt >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. 1 BASIN INFLOW(CFS) _ .20 'BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .16 ' >> >>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 1.01 Ltttttttttttttttttttttttt DESCRIPTION OF STUDY ttt*tttttttttttttttttttttt ING C.B. A-3, NORTH SIDE t LATERAL A-3 t LINE "A" t >>>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) = 4.10 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .35 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 6.41 vSt W �1_C�, t******##**#****#####***** DESCRIPTION OF STUDY **********##*##*####*###** SIZING FOR C.B. A-3, SOUTH SIDE LATERAL A-3 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) _ .20 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .16 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 1.01 IASL \.J = -7- --, k*###*#*+*+***#*#****+**+* DESCRIPTION OF STUDY *****#*#*###*##******+**** SIZING C.B. A-5, EAST SIDE LATERAL A-5 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) = 14.50 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .50 I >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 13.29 ++++tt++t+++++++++t+++++ DESCRIPTION OF STUDY ************************** IZING C.B. A-5 , WEST SIDE TERAL A-5 LINE "A" +t+t++t++++t++t+tt+t++++++++++t+++++ttt+++tttt++++t++t++++t++++t++++t+++ ++t+t+ttt+++++++++t++t+++++++ttt+t++++ttt+++++t++ttt+++tt++tttt+++++++t+++ '>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) = 2.00 BASIN OPENING(FEET) _ .83 ' DEPTH OF WATER(FEET) _ .21 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 6.73 lam= 'I . C� F -T ++t++ttt++++t+t+tt+++++++ DESCRIPTION OF STUDY *t+++t+t+t*+ttttttt+t+++++ UIZING C.B. A-5.1 TERAL A-5.1 LATERAL A-5 r>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< ________________________________________________________________________ '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 ' use W � 7 - - 0.1 ++++t+++++++tt+tttttttt+t DESCRIPTION OF STUDY +tttt++++++++++++t+++ttt+t NIZING C.B. A-5.2 TERAL A-5.2 ERAL A-5, LINE "A" +tt+t+t+t++++++t++ttttt+tttt+++++++++tttt+++++++ttttttt++++++++++++t+tt+ tt+tt++++++++++t+t++tt+tt+++++ttt+t++t+t+t+ttt+++++++++t+++++t+t+++++tt++t+ >>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< --------------------------------------------------------------------------- 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 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 I------------------------------------------------------------------------- TIME/DATE OF STUDY: 11: 2 3/ 7/1998 DESCRIPTION OF STUDY ++++++++++++++++++++++++++ � IZING FOR 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. 1 BASIN INFLOW(CFS) = 11.00 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .41 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 13.57 DESCRIPTION OF STUDY +++++*++++++++++++++++++++ ZING FOR C.B. A-8 TERM, 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) _ .35 >> »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 11.73 \-hx� �,.� k 4-o Ec tt**+ttttt*tttttttt+ttttt DESCRIPTION OF STUDY tttt+++tttt+t+ttt+t+t++ttt SIZING FOR C.B. A-9 LATERAL A-9 LINE "A" :+tttttt+ttttt+t+tttt++ttttttttttt++ttttttt+ttt++tttttttt+ttt+t+++ttt+++tt ttt+tttt+ttttttt++ttttttttt+++ttttt+tttttt+tttttt+ttt+tt+tttt+t+ttttt+++tt >>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) = 13.90 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .50 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 12.74 v -Sc LJ = \4-z' C:7- :tt++ttttttt+ttt+tt+ttttt+ DESCRIPTION OF STUDY tt+ttttttttt+tt++ttttttttt SIZING FOR C.B. A-10 LATERAL A-10 LINE "A" +tttt+tttt+tttttt++tttttt+++tttt+tt+ttt+t+tttttt+*tttttt++ttttt+t++ttt+tt t+t+ttttttt+tttttt+tt+tttttt+++tttt+++ttttt+ttttttt+**ttttttt+ttt+ttt+ttttt ,>>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) _ .50 >> >>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 9.53 \A -o F -17 - DESCRIPTION DESCRIPTION OF STUDY +ttttttttt+t++tttt+t+t++tt SIZING FOR C.B. A-11, SOUTH SIDE LATERAL A-11 LINE "A" ttttt+t+++ttttttttt++t+ttttttttt+t+tttttttt++ttttt+tttttttttt+t++ttttttt+t +t++tt+ttttttttt+ttttttttt+t+++tttttttt+t+tttttt++tttttt++ttt+t+t+ttttt++t+ >>>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) = 5.30 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .40 ' >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 6.79 USS `J=::- -1-o C-� ++++++++++++++++++++++++ DESCRIPTION OF STUDY ++++++++++++++++++++++++++ SIZING C.B. A-11, NORTH SIDE fATERAL A-11 I "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. 1 BASIN INFLOW(CFS) = 3.50 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .33 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 5.98 ++++++++++++++++++++++++ DESCRIPTION OF STUDY ************************** SIZING C.B. C-6.1 TERAL C-6.1 ILATERAL C-6, LINE "C" USUMP 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) = 5.90 'BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .43 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 6.78 u5? � ++++++*++++++++++++++++++ DESCRIPTION OF STUDY ++++++++++++++++++++++++++ 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: 17:18 3/ 9/1998 r++ttt+++#+t++t++#t++++ttt DESCRIPTION OF STUDY t++#tt+++++*t++*t+++ttt+++ SIZING FOR C.B. C-7 + LATERAL C-7 + 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) = 4.20 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .34 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 6.86 I I 11 IZING C.B. B-18, EAST SIDE + 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) = 1.60 'BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .25 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 4.15 L+t++ttttt+++++tt++t+++tt DESCRIPTION OF STUDY ***+++++++t+t++++ttt++++++ ING C.B. B-18, WEST SIDE LINE "B" + + ttt++ttttt+++ttt++++t+t++tt:t+++ttttt+tttt+ttttt++tttt+t+tt++t+ttttttt+ttt >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) = 8.90 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .36 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 13.35 +ttt++tt++t+ttttttt+tttt DESCRIPTION OF STUDY tt+**++tt+++++tttt++++++++ IZING C.B B-18, WEST SIDE + PONDING WATER = 0.56 FT + INE "B" ++++++++ttttt+++++tttt+++tttttt+++t+ttt++t+t++++++ttt+++++tt+++++++ttt++ �tttttttttttt++ttttttt+++tttttt++tt+ttt++++tt+++t+t++++++t++++ttt++tt++++++ >SUMP TYPE BASIN INPUT INFORMATION<<<< ----- ----- ------ ------ ---------------- ICurb inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 8.90 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .56 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 6.88 t++++++++++++++++ttt++++++ DESCRIPTION OF STUDY ***+++++++++++++*+++++++++ SIZING C.B. B-3.1, NORTH SIDE + LATERAL B-3.1 + 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. BASIN INFLOW(CFS) = 4.30 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .34 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 7.03 ISSc W = \4.a Gc *+++++++++++++++++++++++++ DESCRIPTION OF STUDY ***+++t+++++++++++++++++++ SIZING C.B. B-3.1, SOUTH SIDE LATERAL B-3.1 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. BASIN INFLOW(CFS) = 2.10 BASIN OPENING(FEET) _ .83. DEPTH OF WATER(FEET) _ .29 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 4.36 ++++++++++++++++++++++++++ DESCRIPTION OF STUDY ++++++++++++++++++++++++++ SIZING C.B. B-3.2 LATERAL B-3.2 + LATERAD B-3, LINE "B" +++++++++++++++++++++++++++++++++++++t++++++++++++++++++++++++++++++++++++ 1*###t**###tt***tt****tt***#t****#ttt****###******#t**#*#ttt**+*********** >>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) _ .70 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .21 1 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 2.36 l—05,c =-7 _� F7— ++++++++++++++++++++++++ DESCRIPTION OF STUDY,gI*t+++++tt++++++++t+t++++++ ZING C.B. B-3.4 + TERAL B-3.3 + GAATERAL B-3, LINE "B" + •>>SUMP TYPE BASIN INPUT INFORMATION<<<< 1 ----------------------------------------------------------------------- Curb Inlet Capacities are approximated based on the Bureau of 1 Public Roads nomograph plots for flowby basins and sump basins. 'BASIN INFLOW(CFS) _ .70 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .16 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) Fr_ 1 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: 9 3/ 7/1998 DESCRIPTION OF STUDY ++++++++++++++++++++++*t++ SIZING C.B. B-3.6 LATERAL B-3.4 LATERAL B-3, LINE "B" +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ C * * * * * * + t * * * * * + t + t + * * * * t * t * * * * + * * * + * * * * * * * + * * t + * * + * * + * * t t * * * + * * + + * + * + * + * t t * » >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) = .80 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .17 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 3.70 uS(FL ( .-,= 1-o G�- r*******t*t+*t*t+*t******* DESCRIPTION OF STUDY *****t*t+***************** SIZING C.B. B-3.8 LATERAL B-3.5 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. BASIN INFLOW(CFS) = .40 BASIN OPENING(FEET) _ .83 DEPTH OF WATER(FEET) _ .16 I>>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 2.02 ++++++++++++++++++++++++ DESCRIPTION OF STUDY IZING C.B. 3.0. + JUATERAL B-3 INE "B" ,>>SUMP TYPE BASIN INPUT INFORMATION<<<< ---------------------- r- -------------------------------------------------- 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) _ .23 ' >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 3.52 I I 1 1 (� N 6 w ' n l �5 67 3 A a 0: a=vn0)co NV 60..6 m n N A. ". O 60.64 TC NN, c�iN�u am n. CD m n D� O 2 a 67 rn n N I CP Q L v o 62 N W N W S W Zr\ J w N p n N A i 'OO CD \ �N A n \ ON nA 6� \ PRO' 18"SD\ nN�N 5 rn N0Z v nN r;IN c. OG pa N W O p r Q V�1 D NDN - tz�. - \ w n C1 N loo -c Q ....__... .. _.. \ PROp � o .... \ -.... \..... 66 0IN C $ 3 \ OZ m r 55.50 TC, GB r hh I 55 V=3.5( 57.16 r TC 57 TC C. e>. A-S-L4:F�oI- >ou fie. ?o i>%f = IQx= SC.GB H'-7iS V= .5 / 56.90.'._ 57.34 / n°^ TC TC, G; ° 3 roe° IV .34 ,GB cK56_2 .s / I. - - FS W(EAST)= V=5153' W(WEST) V=5.29' N I� •.. Ln SD 57.01 TC � G 3 57.34 3 \S� TC,GB 57 Ge 57.3 ,GB / TC JT( 57.65 TC 57.71 57.66 TC 10 TC 57.68 TC 1 57.76 58.30 Tc 58.1 11 TC 7.76 TC i TC 74 TC 78 7.81 fC 58.60 i 1 4 TC-, 61.67 TC / I 02 61.27 3 0I TC 61 .84 TC 1.0% aQ TC ..._....._.. 61 .84 4 0 :61.54 TC 61.72 N 10 TC TC 61.14 61 TC 61.14 !19 .: TC , ._.. . TC ...._. .. : TC 51.31 61.13 61. � TC-HP 1.0% 61.24 TC 61.0 O3 TC TC,G 60.80 6 TC12 . 1 I 10 61.00 3 1.58% TC 0-9% o TC _ 10 60.68 TC 4 60.71 60.60 T 60.66:` 513.20\ 00 TC TCF\ CB A-7. 1 ! s 61 .73 6TC83 W=14' V=6.'10 TC 61.53 . ' TC 60.2O 62.50 61.96 0� 10 61.53 /T 4 TC 1.5% TC TC 6 o} 11 3 61.20 62.6310 4 / 00 TC,GB TC 62.29 O 62.50 62.42 61.66 61.50 \Js 7C TC TC �'' TC 61.50 1.50 ......... 6220 T , I fj O 63. T( 63.52 63x'80 C 63.95TC 4.15 TO too � ji:f. 76 64.64 n " 6,-D TC rn N 0 1 ' 64.63 o -� G on to TC 1.25% f N 1 N m � 1i C) J a OI Bio �u 1.27% C) m rn � rn n I w x cn o nw vo Li N L 1 m O t7N o nw V mlrn \ ._- \_. ... .. . PRO 2 'SD no nm - vm W= ca m m N �Irn � C7 J I O,I w C7) 2 \ CIS y J (D o ' � ' 6 V N J 1.5. � O W nA m I� J I cn �lA� N � l7fn. Qm V [O tiJ T s � I i o W E If N. r rl 0) � V n/tWJ O '). VARIES w �: C7 ti W -i W � I ai C,' C CB A-10 (RQ A PROP4 aD-� W=14 V=4. 4 Ico m �Irn ) G ^ � O J ii SIN i~ y cc,`'�f, E; n _ 0 ICS rn ItD m a n ti m a rr 7A�A p� Oei l nl' J of A n n a m O� m o.: I ::yrs nA�a J -1 cn vrn o I rn w V �➢O� C7� n� [�� h E� ETC � TC 9 34.90 4 65.25 `C 65.30 4 TC 65.50 106 65.50 96 TC C. HP TC HP 27, D • 3 .. 5.41 7 .... .... C 10 5.53 644 7 T . ��,• R'�=-Dl.�� TC 65.58 65.4 TC .y 63' 6 9 TC,HP TC ^W - C 64 S r OD 5.81 10 TC 6T96 C 65.72 10 65.78 Q ,�tb 64TC 64. . A,� Tj I TC 66.34 66.28 S TC 4. '��•t p�°61 5 83 TC TC 4 ' T(Sp • 6607 66.37 3S TC TC 10 66.14 `S•.3 66.43 10 TC .� TC3 0 S p� 66C17 66.30 0 98,a 4 0 6.20 Pr ?n _ 67 TC D TC TC, Cg. P-\\ �o�4-s3 TC 67. 67.08 TC 67. TC 67.52 .1 \ '7N t A 10 �\D In top 120 601, (V (P" .LD 6\ N ti Ol �.. n��I-P --'-� Wil. n N ' o \ r . (T ,i / n o I n N (33` m -Dim v N n p a n cn 5 �O NO ` 1 D o V /Z nth n V� nN da 71 gip' nn 62 n In m o rm m m co J n O / fib zcl -i' 13 0 p) Ot'\c o m 0 � J n° A I D O _ _ G , 6`s m TI N q _ °b lCxi {R• e�N��.-�C�� CZ . �Co\.5c) �// / o /nIt CE) `m Q� y9 J a _ LD <W O W Ln O n O n a 6p N 63.16 63 63.50 63.50 TC TC co o" 9762.50 TC zz 7�- 1.5% C6 18"SD 4 62-17 FS (D --T N 17.50' —R- 1.71 1 61.71 alp 78.S0 4g 61.00 TG, LP .4 CB B-5/0"' V=4.00' a 6p N 63.16 63 63.50 63.50 TC TC co o" 9762.50 TC zz 7�- 1.5% C6 18"SD 4 62-17 FS (D --T N 17.50' —R- 1.71 1 61.71 Q� 6pro sSS, c 4 i / l 6 4� %.I TC P J p 4 \\61�104 ��\ �y TC 10 6 51 \6C \ L - 62.36 TC \\\ .38 TC 4 6 t 62.4 C -LP TC.08 62.12 62.40 T r 62.04 TC TC 3 6.40., TC 62.14 FS 61.92 Com; � - P 4 10 TC 3 TC TC 61.73 62.00 62.2 / TC 3 62.00 10 p 62.30 TC TC=HP. / 2 62. F 62.07 6 . 2 TC p TC 62.06 62.03 62.20 10 62.09 TC TC TC 62. TC 62.06 / Op-. _._\ CB B-17 , �°I° TC TC 96 i 4.3 4 10 IC3 / 6 .10 V=6' 62.47 1' 0 62.21 / / � r ::�:>'.:::;. 61,30 62.4. 62`.20 TC h TG -LP T FS -HP 62.58 10 62 6 -Td�-"H, TC -HPC T 62.34 62.70 62.5 7C �Os / HI 62 1 64 J W= ■� TC 63.37 1 ' 64.50 TC, H? I �I ci�ln P�.i 5.30 25 F \ 65. TC 4.29 .� STC 64.70 FS 64.74 C, GB y�° 64.94 �17 - TC 3 cr 3.83 "I 4 7CO6 3� TC CyL �. L\ �Op .�_ NO\Nim it � i I 1 I [l fie---- �- 1 1 CAPACITY OF GRATED SUMP INLETS TREAT AS AN ORIFICE: 1 Q=CAC2gh)1z C=0.6 For single grate, the clear opening area is 3.56 SF (APWD Std. Plan 304-1) For 6" Depth of Water %lZ Q = 0.6 (3.56) 2(32.2) (0.5D = 12.1 CFS For 8" Depth of Water 117- Q = 0.6 (3.56)'C2(32.2) (0.67 = 14.0 CFS For 12" Depth of Water 1Z Q = 0.6 (3.56) 2(32.2) (1.0�= 17.1 CFS For double grate, the clear opening area is 7.12 SF (APWA Std. Plan 305-1). For 6" Depth of Water N1 Q = 0.6 (7.12) [2(32.2) (0.5 = 24.2 CFS Li For 8" Depth of Water %lz Q = 0.6 (7.12) [2(32.2) (0.67 = 28.1 CFS For 12" Depth of Water Q = 0.6 (7.12) C2(32.2) (1.01= 34.3 CFS Minimum freeboard from finished floor to 100 -year water surface elevation shall be 1.5 FT. R:\G"6%PDATA\4011351OFF10E�WP INl36RB'ID02.N'PD 5 DEPTH OF WATER AT GRATED INLETS Area A-2 Q,00 =10.0 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) C2 (32.2) (D):S D = 0.08 FT EL = 1068.08 FF = 1071.00 FB = 2.92 FT Area A-3 Q100 = 17.4 CFS, Top of Grate = 1068.00 CB A-14.2 Use APNN'D Std. 305-1 with 2 Grates LAT A-14 Depth of Water = 17.4 = 0.6 (7.12) C2 (32.2) (D-) � D = 0253 FT EL = 1068.25 FF = 1071.00 FB = 2.75 FT Area A-4 Q,. = 11.4 CFS, Top of Grate = 1068.00 CB A-14.1 Use APWD Std. 305-1 with 2 Grates LAT A-14 Depth of Water = 11.4 = 0.6 (7.) C2 (3-2.2) (D��z D=0.11 FT EL=1068.11 FF = 1071.00 FB = 2.89 FT Area A-5 Q,00 = 11.3 CFS, Top of Grate = 1068.00 CB A-14.0 Use APWD Std. 305-1 with 2 Grates LAT A-14 Depth of Water = 11.3 = 0.6 (7.12) C2 (32.2) (D)� �'z- D = 011 FT EL = 1068.11 FF = 1071.00 FB = 2.89 FT Area A-6 Q100 = 13.4 CFS, Top of Grate = 1067.00 CB A-13.0 Use APWD Std. 305-1 with 2 Grates LAT A-13 Depth of Water = 13.4 = 0.6 (7.12) C2 (32.2) (D)- � D=0.15 FT EL=1067.15 FF = 1071.00 FB = 3.85FT OK H:1GRP YDATA`.401135\OMCE�W'Pti'It:35P7TW..A'PD OK OK OK MR Area A-7.1 Q110 = 0.3 CFS, Top of Grate = 1064.91 CB A-13.0 Use APWD Std. 304-1 with 1 Grate LAT A-13 Depth of Water = 0.3 = 0.6 (3.56) C2 (32.2) (D) "'L D = 0 FT EL = 1064.91 FF = 1066.50 FB = 1.59 FT OK Area A-22 Q100 = 7.8 CFS, Top of Grate = 1059.40 CB A-13.0 Use APWD Std. 304-1 with 1 Grate LATA -13 Depth of Water = -L 7.9 = 0.6 (3.56) C2 (32.2) (DW D = 0.21 FT EL = 1059.70+0.21=1059.91 FF = 1063500 FB = 3.59 FT OK Area A-24 Q100 = 4.9 CFS, Top of Grate = 1060.00 CB A-7.0 Use APWD Std. 304-1 with 1 Grate LAT A-7 Depth of Water = 4.9 = 0.6 (3.56) �2 (32.2) (D)' 1 � - D = 0.08 FT EL = 1059.88 FF = 1063.50 FB =3.67 FT OK Area A-25 Q1. = 9.3 CFS, Top of Grate = 1059.80 CB A-7.3 Use APWD Std. 304-1 with 1 Grate LAT A-7.1 Depth of Water = 9.3 = 0.6 (3.56) [2 (32.2) (D)� �Z D = 0.29 FT EL = 1060.09 FF = 1063.50 FB =3.41 FT OK Area B-2 0100 = 3.2 CFS, Top of Grate = 1061.30 CB B-17 Use APWD Std. 305-1 with 2 Grates LINE "B" Depth of Water = 3.2 =(0.6) (7.12) C2 (32.2) (D)Y D=0.01 FT EL=1061.31 FF = 1063.50 FB = 2.19 FT m Area B-4 Ql. = 2.9 CFS, Top of Grate = 1061.00 CB B-17.2 Use APWD Std. 305-1 with 2 Grates LAT B-17 Depth of Water = 2.9 = (0.6) (7.12) C2 (32.2) (D)��z D=0.01 FT EL=1061.01 FF = 1063.50 FB = 2.49 FT Area B-7 Q100 = 3.7 CFS, Top of Grate = 1061.10 CB B-17.1 Use APWD Std. 305-1 with 2 Grates LAT B-17 Depth of Water = 3.7 = (0.6) (7.12) C2 (32.2) (D)� D=0.01 FT EL=1061.11 FF = 1063.50 FB = 2.39 FT Area B-8 Q100 = 3.7 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 = 3.7 = (0.6) (3.56) C2 (32.2) (D)- � D = 0.05 FT EL = 1061.35 FF = 106350 FB = 2.15 FT Area B-9 Q,00 = 1.2 CFS, Top of Grate = 1061.40 CB B-16 Use APWD Std. 305-1 with 2 Grates LAT B-16 Depth of Water = 1.2 = (0.6) (7.12) C2 (32.2) (D)-�'z D = 0.0 FT EL = 1061.40 FF = 1063.50 FB = 2.1 FT OK Area B-11 Q,00 = 3.7 CFS, Top of Grate = 1061.70 CB B-14 Use APWD Std. 304-1 with 1 Grates LAT B-14 Depth of Water = 3.7 = (0.6) (3.56) C2 (32.2) (D)-�"Z D = 0.05 FT EL = 1061.75 FF = 1063500 FB = 1.75 FT Area B-15 Q100 = 0.9 CFS, Top of Grate = 1062.00 CB B-12 Use APWD Std. 304-1 with 7 Grate LAT B-12 Depth of Water = 0.8 = 0.6 (3.56) C2 (32.2) (D)�"'' D = 0.O FT EL = 1062.0 FF = 1063.50 FB = 1.5 FT OK OK OK OK OK Area B-17 Q100 = 9.1 CFS, Top of Grate = 1060.25 CB B-11 Use APWD Std. 304-1 with 1 Grate LAT B-11 Depth of Water = 1 9.1 = (0.6) (3.56) C2 (32.2) (D) �2 D = 0.28 FT EL = 1060.53 FF = 1063.50 FB = 2.97 FT Area B-18 Q100 = 4.1 CFS, Top of Grate = 1060.25 CB B-10 Use APWD Std. 304-1 with 1 Grate LINE "B" Depth of Water = It? - 4.1 t24.1 = (0.6) (3.56) �2 (32.2) (D)� D = 0.06 FT EL = 1060.31 FF = 1063.50 FB = 3.19 FT Area B-19 Q100 = 3.70 CFS, Top of Grate = 1060.25 CB B-10 Use APWD Std. 304-1 with 1 Grate LAT B-9 Depth of Water = l 3.7 = (0.6) (3.56) C2 (32.2) (D)� �L D = 0.05 FT EL = 1060.30 FF = 1063.50 FB = 31.20 FT Area B-23 Q,00 = 1.1 CFS, Top of Grate = 1061.16 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) �72 (32.2) (D) Z D = 0.0 FT EL = 1061.16 FF = 1063.50 FB = 2.34 FT Area B-25 _ Q100 = 6.5 CFS, Top of Grate = 1061.00 CB B-7 Use APWD Std. 305-1 with 2 Grates LAT B-7 Depth of Water = 1 6.5 = (0.6) (7.12) C2 (32.2) (D)-) D = 0.04 FT EL = 1061.04 FF = 1063.50 FB = 2.46 FT H�GR% YDATA�401135\OFRCZAT%gN'135RPT002.MPD Cm OK OK OK OK Area B-27 Q,m = 3.9 CFS, Top of Grate = 1061.00 CB B-6 Use APWD Std. 305-1 with 2 Grates LAT B-6 Depth of Water = 3.9 = (0.6) (7.12) C2 (32.2) (D))"- - D=0.01FT EL=1061.01 FF = 1063.50 FB = 2.49 FT Area B-31 Q100 = 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) (2 (32.2) D = 0.0 FT EL = 1061.0 FF = 106350 FB = 2.50 FT Area B-28 Q,00 = 2.5 CFS, Top of Grate = 1061.00 CB B-5 Use APWD Std. 304-1 with 1 Grate LAT B-5 Depth of Water = 2.5 = (0.6) (3.56) C2 (32.2) (D) -3"'- D = 0.02 FT EL = 1061.02 FF = 1063.50 FB = 2.48 FT Area C-2 Q100 = 10.0 CFS, Top of Grate = 1065.30 CB C-9 Use APWD Std. 305-1 with 2 Grates LINTE "C" Depth of Water = 10..0 = (0.6) (7.12) C2 (32.2) (D)T'z- D = 0.08 FT EL = 1065.38 FF = 1070.00 FB = 4.62 FT Area C-3 Q,. = 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 = � i 2.2 = (0.6) (3.56) [2 (32.2) (D) -� z D = 0.02 FT EL = 1061.52 FF = 1064.17 FB = 2.65 FT H:1GIt WYDATA140113SDMF SII IN35RPi002.MTD M OK M OK m Area C-4 Q,. = 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) C2 (32.2) (D)-� D = 0.05 FT EL = 1061.55 FF = 1064.17 FB = 2.62 FT Area C-8 Q,00 = 2.4 CFS, Top of Grate = 1061.50 CB C-4 Use APWD Std. 304-1 with 1 Grate LAT C-4 Depth of Water = i 2.4 = (0.6) (3.56) �2 (32.2) (D)� �Z D = 0.02 FT EL = 1061.52 FF = 1064.17 FB = 2.65 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) C2 (32.2) (D)� iL D = 0.04 FT EL = 1061.54 FF = 1064.17 FB = 2.63 FT Area C-11 Q,00 = 8.6 CFS, Top of Grate = 1061.50 CB C-2 Use APWD Std. 305.1 with 2 Grates LAT C-2 Depth of Water = 8.6 = (0.6) (7.12) �2 (-1 (D) -Y"- D = 0.06 FT EL = 1061.56 FF = 1064.17 FB = 2.61 FT H:1GR 01PDATA,40113AOMCE,NkT" ,35APrD0_AP OK OK OK OK LEIGHTON AND ASSOCIATES, INC. February 4, 1998 To: Architects Pacifica, LTD 17711 Mitchell North, Suite B Irvine, California 92617-6028 Attention: Mr. Leslie Cooley, AIA Geotedmical and Environmental Engineering Consultants Project No. 11971000-006 Subject: Review of Plans and Project Manual, Semis Retail Store, The Promenade in Temecula, City of Temecula, California References: Leighton and Associates, Inc., 1997, Preliminary Geotechnical Investigation, proposed Temecula Regional Center, South and East of Winchester and Ynez Roads, Temecula, California, Project No. 11971000-001, dated April 9, 1997 Architects Pacifica, LTD, Tide Sheets (TI -T3, 11/4/97), Architectural Plans (A1 -A33, 1/4/97) and Structural Plans (S1 -S22, Johnson and Nielson Associates, 11/19/97. 1997, Project Manual, New Sears Retail Store and Auto Center, The Promenade in Temecula, Temecula, California, dated November, 1997. In accordance with your request and authorization, Leighton and Associates, Inc. (Leighton) has reviewed the applicable sheets of the referenced plans and project manual for compliance with the recommendations and provisions in the referenced geotechnical report. The plans and project manual are accepted from a geotechnical viewpoint. However, the foundation design will require additional remedial grading to control differential settlement. Recommendations for the remedial grading will be presented to the developer for incorporation in the grading requirements for the Sears site. If you have any questions regarding our review please contact this office at your convenience. Respectfully submitted, LEIGHTON AND ASSOCIATES, INC. Donald E. Brockwa , GE 166 Principal Engineer \ DEB/RFR/dlm ESS10/V- �Q �OvpoF DONALD E. Fy ' cm BROCKWAY \1 No. 166 Exp... 3t m a ChS.1WP� Robert F. Riha, CEG Project Geologist/Off Distribution: (4) Addressee (1) Temecula Towne Center Associates, Attention: Mr. Colm Macken (909) 676-0023 41769 ENTERPRISE CIRCLE N., SUITE 102,TEMECULA, CA 92590 FAX (909) 676-5123 Temecula 97-2234/2235 December 8, 1997 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTIO/N: f% - /3��/?.C�� PLAN CHECK NUMBER: F •223Y 2z3 OWNER'S NAME:40— - I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as r quired by U (form Building Code (UBC) Section 1701.1 for the construction project located tt,�ife,p above. -JUBC Section 106.3.5. Signed I, as therineer/archit ct of record, certify that I have prepared the following special inspectis qui r BC Section 106.3.5 for the construction project locaied at the site listed above. Enpnee(LMtivted's Seal b SlmvNe Here Signed 1. List of work requiring special inspection: ❑ Soils Compliance Prior to Foundation Inspection Structural Concrete Over 2500 PSI ❑ restressed Concrete Vtructural Masonry ❑ Designer Specified Field Welding V' h Strength Bolting pansion/Epoxy Anchors prayed -On Fireproofing ❑ Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: B. C. 3. Duties of the special inspectors for the work listed above: ' t .Tz"- i W ' ��a'l / ✓i .i /7111111li// 91 C. NE SET OF nON. Special inspectors shall check in with the City and present their credentials for approvalrip or to beginning work on the job site. LEIGHTON AND ASSOCIATES, INC. Geotechnical and Environmental Engineering Consultants February 27, 1998 Project No. 11971000-005 To: Robert Bein, William Frost & Associates 27555 Ynez Road, Suite 400 Temecula, California 92591 Attention: Mr. Mike Tylman Subject: Overexcavation Recommendations, The Promenade at Temecula, City of Temecula, California Submitted herewith are foundation plans which we have utilized as worksheets designating in red our recommended overexcavation elevations and limits. The worksheets are for your use in preparing a drawing defining project overexcavation for construction. The submitted plans are identified as follows: • JC Penney, prepared by Turner Engineers, Inc., sheets S-2 and S-3. • Robinsons -May, prepared by Taylor and Gaines, sheets S-3 and S-4. • Sears, prepared by Johnson and Neilsen Associates, Sheet S-2. • Promenade Mall, prepared by Shenberger and Associates. Sheet SF -1, SF-lA and SF The depth of overexcavation has been generalized by building or sector (mall structure) to a constant depth approximating the depth recommended in our referenced soil report (Project No. 11971000-001. date April 9, 1997). The depth of overexcavation for larger or deeper footings (such as those for the retaining walls adjacent to the two-level parking embankments) has been increased to control total and differential settlement. The lateral limits of overexcavation, where shown, are generally based on a 1:1 projection below the outer edges of the footings or on practical construction considerations. However, the actual limits beyond the perimeter of the anchor buildings may be controlled by previous agreement to prepare the building pads for anchor stores to 25 feet beyond the outer perimeter of the buildings. The slopes ascending from the bottom of the excavations should not be steeper then 1:1. (909) 676-0023 41769 ENTERPRISE CIRCLE N. SUITE 102,TEMECULA, CA 92590 FAX (909) 676-5123 11971000-005 If you have any questions or need clarification, please contact me at your convenience. Please return the plans when you are finished with them. Respectfully submitted, LEIGHTON AND ASSOCIATES, INC. Donald E. Brockwa0(,(, Principal Engineer `47 DEB/dim Distribution: (1) Addressee (with plans) (3) Forest City Development Attention: Mr. Colm Macken Attention: Mr. Steve Schafenacker Attention: Mr. Guy Barcelona 2_ y, iL LEIGHTON AND ASSOCIATES, INC. FROM : LNL DESIGN PHONE NO. : 1 708 481 1672 Feb. 25 1998 12:09PM P2 nru-the-Wall Air Conditioners Tka-the-walk E y to hasten sude-out cdesign. Select a model to provide cooling comfort for a ahngle room, a few moats, or a whoht floor. Available in coaling eapacftles tip to 29.000 BM CDnvcWv t feat m utdadc 3 -Speed fan, Sway Sir direction control. Power Saw,, side louvers, acid air achwst. " enanders for whrdow Insts!hAunn awWe on selected mum. h[Wel 22-75156..Iergest BN output of Say 110 Volt in dte Indttstty, Parallel 115V. 15 NEMA Amp. 22.75156 ,,;TRUED TO BE A 4Y OF THE PROV'Sf ;ULATED BY RESF PROVED PLANS M ice\ �tI1W1..,mY�SEAM we. -vs. w—..ro•wt mrar++.taws..aserm.w•aewany�..�rrw�ar..r,rb.�s,.es.urr�uwnar n. teraeemwaw i�47744//A�C$YI'i077 CERTIFICATE OF COMPLIANCE - Lighting Part 1 of 2 LTG -1 PROJECT NAME SSS — TEMECULA 01—OS-98 AUTOCENTER = 2984 SOFT DATE 01-05-98 PROJECT ADDRESS TEMECULA TOWNE CENTER, TEMECULA, CA STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building festures and performance specifications needed to comply with Title 24, Building Permit ; PRINCIPAL DESIGNER — LIGHTING PATRICK BYRNE & ASSOC. TELEr 0"(818)609-9184 DOCUMENTATION AUTHOR TRUNG HAW TELEPHONE (818)609-9184 Checked by/Date Enforcement Agency Use GENERAL INFORMATION DATE OF PUNS BUILDING CONDITIONED FLOOR AREA 01—OS-98 AUTOCENTER = 2984 SOFT BUILDING TYP NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION ❑ UNCONDITIONED (Poe Affidavit) LIGHTING COMPLETE BUILDING ❑ AREA CATEGORY ❑ TAILORED ❑ PERFORMANCE MIECOMPLIAOD OFNCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building festures and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Reulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documentation is accurate and c mplete. DOCUMENTATION AUTHOR DATE TRUNG HA W 01-05-98 The Principal Lighting Designer hereby certifies that the proposed building aesign repregented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting require— ments contained in sections 110, 119, 130 through 132, and 146 or 149. APP Please check one : CITY O Y . ® I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions FXe Vo wBull document as the person responsible for its preparation; and that I am a civil engineer, electrical engineer or architecrt. ❑ 1 affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 oft the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. APPROVAL OF THESE PLANS SF FOR, ORANYAPPROVALOFANY STATE R OC LAWS, OR C ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions H{UdeoMF�es�s 2hools of the Code to sign thi document as the persic ie§ 1i j ffe%U1gIL COMPL preparation; and for the following reason: PRINCIPAL LIGHTING DESIGNER — NAME SIGNATURE LIC. NO. DATE PATRICK BYRNE P.E. E 9522 01-05-98 LIGHTING MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures SHEET E-2 For detailed instructions on the use of this and all Energy Efficiency Standards compliance fortes, please refer to the Nonresidential Manual published by the California Energy Commission. LTG -1 Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. LTG -2 : Required for all submittals. LTG -3 : Optional. Use only if fighting control credits are taken. LTG -4 : Optional. Use only H Tailored Method is used. Parts 2 and 3 used only if applicable. Abmesidentlal Compliance Form July 1995 2 1W TS AS SET OF CERTIFICATE OF COMPLIANCE - Lighting Part 2 of 2 LTG -1 PROJECT NAME SEARS — TEMECULA DATE 01-05-98 LAMPS 1 F-KIASTS Provide Supporting Documentation CONTROL LOCATION (Room /) CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Witch, Exterior, etc.) SPACE CONTROLLED NOTE TO FIELD TYPE i OF LUMIN. nun ©®� ■ ■ ■ ■ ■ ■ ■ ■ ■ MEN ■ ■ ■ ■ ■ ■ -- -- -- Provide Supporting Documentation CONTROL LOCATION (Room /) CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Witch, Exterior, etc.) SPACE CONTROLLED NOTE TO FIELD TYPE i OF LUMIN. CONTROL LOCATION (Room f or Drg. j) CONTROL IDENTIFICATION CONTROL TYPE (Occupant, Daylight, Dimming, etc.) LUMINAIRES CONTROLLED NOTE TO FIELD TYPE i OF LUMIN. NOTES TO FIELD - For Buildha DepartmentBuild' Use Only Abnre='enbv1 Carp k" Form &-cember 1991 LIGHTING COMPLIANCE SUMMARY LTG -21 I PROJECT NAME SEARS — TEMECULA I "" 11-04-97 1 ACTUAL LIGHTING POWER DESCRIPTION FLUORESCENT DOWNLIGHT LUMINAIRE NAME B C C1 W • e M eeeq theCEC Ddaq rd+. O� Pie e<WW* d000nmtafim. NUMBER OF LUMINAIRES 3 21 2 23 2' x 10' FLUOR. WALLWASHER 2' x 4', LAY -IN FLUOR. 86 112 2576 ALLOWED LIGHTING POWER Choose One Method AREA CATEGORY (From Table 2-53N) RETAIL STORE WATTS PER LUMINAIRES (Including Ballast)Y DESCRIPTION FLUORESCENT DOWNLIGHT 4' x 10' FLUOR. WALLWASHER 2' x 10' FLUOR. WALLWASHER 2' x 4', LAY -IN FLUOR. 86 112 2576 ALLOWED LIGHTING POWER Choose One Method AREA CATEGORY (From Table 2-53N) RETAIL STORE WATTS PER LUMINAIRES (Including Ballast)Y CE DEFAULT TOTAL WATTS N• El � ❑ ]� ❑ � ❑ El El El El El El 50 150 71 1491 43 86 112 2576 SUBTOTAL FROM THIS PAGE PLUS SUBTOTAL FROM CONTINUATION PAGE L65 CONTROL CREDIT WATTS (From LTG -3) 4303 ADJUSTED ACTUAL warTs 4303 WATTS AREA CATEG F AREA PER SF 0 28 5968 �ORY (Fran Table 2-53N) _ TOTALS AREA WAITS TAILORED OR PERFORMANCE METHOD ❑ TOTAL ALLOWED WATTS TAILORED ❑PERFORMANCE (From LTG -4 or from computer run.) AbnretiCartiol Cwpibmv Tam Lhcrmdrr 7991 FROM : LNL DESIGN PHONE NO. : 1 708 481 1672 Feb. 25 1996 12:10PM P5 3480 SERIES SUBMITTAL Markelf) DIMENSIONS SPECIFICATIONS: Contractor snap guppy and Wall heavy duty ceiling �— n r+na -----I T , r �' `t=.::•, mounted forced -air electric heetm(s) of the walfage, voltage and p,+aw as indicated on the plena. Tho healer Shall so 0e al"ned to provide an even distribution of hrumd air to the space to be heamtl by drawing return air in the pertery of the hewer, across and through the Clamenl and be dWwged from the A center section of the heater by meana of an electric motor and axial flow fan Made. Hamm shell be recessed fype and moaned flush with the finished e4iling. The return grate aasamdy { .. r— as re ar Sense,Sens348034 Shall be construe -ed of a one piece heavy gauge Steel with rima Sq. eota for -alum sir and sh l rringsringsfor untrtrh an air diserge. Grille a99Em0y My shad be Recess mounted attached to Chases by tamper+asistara (ellen head) Ton VIEW for 2'x 2' T bar or plower ceilings mechina screws. All para of enclosure shall be heavy gauge steel, xm coated both sides and tlnlshad in neutrw off white Colored baked enamel. Enclosure shall be construclad of L16' x 38' rounded edge horizontal steel louver, which Shad be -�.. uor�s THERMAL CUT-OUT: Exclusive 'zero voltage rasa!' type for highest degree of effectiveness in Spaced for mmamum opening Of 518'. Lo ears snail be wekW M wary intersection to evenly opaoed 1,13' dammer vertical members. Disoharge grille to have concmato rings for uniform air discharge. Grab event normal operating temperatures asaemoy Shall be attached to Chassis by tamper. p are exceeded. Heater must be reestiult (alien head) mactliha screws. Ad parts of manually shut ora to five minutes enclosure Shad be heavy gauge Stew, zinc dowad to meas!. both $idea and finished in noubah off while ooped baked enamel. Mao Shad be permanent lubricated, unit beading, totally enclosed Shaded pale type with impedance ELEMENT: Totally enclosed proectien. Motors Ball operate at ro more than 1300 BOTTOM VIEW and corrosion resistant RPM and shad be same voltage as the heater. Maximum finning for lower Heatere Mad have a rating at 425 CFM at 710 operating temperatures and long file. Will not become dust F.P.M. with a maximum tempecsturo rise of 44-F and 53.9 DB RE 10'2 wall. clogged. (Me Fever required.) Element assmhMia$ shell consist of two or three n rrnT Y X ZTaARS M rr-nsin vtnar�r on•r:ran6 sr OTHER, 01ECHARGE VENTUPo: Meatscorrosion lly baro Reel Sheathecommon type ion reia manankally tK» to common corrosion resistant steal fins, Each Sheathed element stall Consist of 9k Bullseye design permitting 1161killy coiled nickel chromium alloy resistant wine uWLL hawed air to lam in uniform pattern. completely embedded in and Surrounded by maWteslum oxkfe, andosed and wedged into corrosion resistant, mel sheathe. Elementa Shad have 2' cold conductor pea extending Into sheath ;baa ,n+ne w3toE �.�F. (w.t sores vIffw1INUIu) and "I nave a density of no more than eo watts per Inch. Hewore Mall he aKupped with -'zero volland thermal overload which disconneGa els motor in the svoM normal operating tompma ease, exceeded. For sefary, t opened due to ' - temperatures... hEmml WEdOad Mall newt by fuming Fa i� until n s. Aurx minutes. Au[txratd lyseJ�.{�5 which Recessed unr 3480 Sones packed and shipped as a complete unit. Contains "unction box, heater box and gnlle. Approximate weight 35loa. Po finished ceiling application use piaster trim Model No. PT3460-optional allow the element to oonidhlo'to cycle uraar abnormal cordaons will ver be mcepted- Heater$ Shelf as Unclenwders' Laboratories defed. Hewers shall cmfonn to Undmwaih"' Standard .1025. PTS480 o' I QTY. MODEL NUMBER VOLTAGE PHASE !,,WATTS ACCESSORIES POPtfl y ABV nc PT IVEIMIL MARKEL PRODUCTS COMPANY P.O. BOX 49M PHONE 615/477-4131 M1011 9-94 COOK PR Intake Intake/Relief Ventilator STANDARD CONSTRUCTION FEATURES: All aluminum construction - Anti-backdraft flange Five year warranty. Performance Qty Catalog Number CFM SP 1 12 PR 1 703 1 .12 Altitude (ft): 0 Accessories: .L12 LOUVER VCG 18 CURB - 8H BIRDSCREEN Temperature IFI: 70 MARK: IV -1 PROJECT: SEARS-TEMECULA DATE: 02-26-1998 B Dia.{ T Sq. 4 D 1 A 12-1/2 B 28-1/4 C 4-7/8 D 3-1/2 G 2 T Sq. 20 Curb 18 Damper 12 Weight 62 ULA �a 140aN pFo GU�p S p5 RPPPgOV SNE SE1 OF � iGN. FROM : LNL DESIGN PHONE NO. : 1 702 481 1672 Thru-the-Wall Air Conditioners Feb. 25 1998 12:09PM P4 22.72299 rhta-mo-wall &W to lama Slid. -Out Charm dedOa. far a Seleet a medd to provide eaali� rom A� ii�aaool�i rooms, or x wl w Boor.cooling expaci0es uy to 29,000 MU Conveniencefemres mducia 3apeed fu. 4. w m dkoce i cmnot. CITY REVIEWED aY- !l.y.,W,.�q�.,>Y�1.1...�+-i.Mw..n-Mn!•�RAM�d �(�i��F-Yaw uuwrW-Mi!-ISYI-M��IMYWOb vI�P'.m 47WA WOI