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Tract No.16572 Hydrology Report
ALLAH]] EIVGINEEAING civil engineering land surveying land planning Iail r No• IP57�- CYPRESS AVE STORM DRAIN HYDRAULICS REPORT wAwur rN�I4E July 18, 2008 Prepared For: YH WALNUT, LLC c/o YOUNG HOMES 10370 Trademark Street Rancho Cucamonga, CA 91730 (909) 477-6722 Fax (909) 477-6725 Job Number 159.16.05 Prep d under the supervision of: David 9 Hammer HD 43976 Exp. 06-30-09 Introduction and Purpose Tract 16572 is a proposed 121 single family lot subdivision on 33 acres located in Fontana. It is bounded on the west by Cypress Avenue and on the east by Juniper Avenue. Half of the .property drains toward Cypress Avenue and the other half drains toward Juniper Avenue. The tract is over 90% built out. Two interim detention basins were built as the Baseline Ave storm drain had not been extended east of Citrus Ave at that time. The hydrology report for the tract was approved in early 2005 and shortly there after, storm drain improvements were constructed along the tract frontage. The hydrology report for Tract 16572 anticipated the design and construction of the Cypress Ave storm drain pipe from the southerly boundary of the tract to Baseline Avenue. The Baseline Ave storm drain is currently being constructed from Citrus Ave to Sierra Ave. Therefore, the Cypress Ave storm drain can be extended from the tract to the Baseline Ave storm drain so that the interim basin on the west side of the tract can be abandoned. • In 2004, the City constructed a storm drain line in Juniper Ave from South Highland Ave .to Baseline Ave. As the Baseline Ave storm drain was not in place, the storm water in the Juniper system was diverted to an interim detention basin located on the east side of Juniper Ave and approximately 600' north of Baseline Ave. With the construction of the Baseline Ave storm drain, the diversion pipe can be plugged and the storm water can be allowed to drain to the Baseline Ave storm Drain. The construction plans for the Juniper Ave storm drain (city Drawing No. 3614) will be revised to accomplish this. Upon completion of this work, the Juniper Basin and the interim basin on the east side of Tract 16572 can be abandoned. The purpose of this report is to illustrate the Cypress Ave storm drain between Tract No. 16572 and Baseline Ave is sized correctly. Methodology The hydrology map, WSPG hydraulic calculations and a page of the rational method hydrology calculations from the previously approved Cypress Ave Storm Drain Hydrology and Hydraulics Report are included in this report for reference. With one minor change, the flow rates from the hydrology report were used for the new WSPG hydraulic analysis for the Cypress Avenue storm drain. KB Homes has constructed a new housing tract (Tract No. 17460) on the west side of Cypress Ave. A site visit to the tract indicated that five acres of the tract drains toward Cypress Ave and the balance of the tract drains toward Oleander Ave. The county assessor's map for the tract is included in this report and the tract location has been sketched on the hydrology map. The original hydrology analysis had anticipated the possibility that a housing tract could be constructed on the five acre location, so the flow rates from the original map did not need to be updated. However, the location at which the tracts flows enter the Cypress Ave storm drain did change from the original analysis. The flow rate from the tract (12.4 cfs) has been moved from station 17+98.29 to station 21+15.00. Results The hydraulic grade line from the new WSPG calculations is shown on the construction drawings. The HGL is below the existing ground throughout the entire length of the storm drain. The new section of the storm drain will have 54" and 48" RCP. The Baseline Ave storm drain plans currently have a 72" RCP storm drain line extend north in Cypress Ave approximately 50'. The Baseline Ave Plans will be revised to reduce the pipe size to 54" and slightly revise its alignment. Previous WSPG Calculations and Portion of Previous Rational Method Hydrology Calculations LONGEST FLOWPATH FROM NODE R car r�. ET+4 DO 141 Vitt-o 1 Ff1Aw\ Fe I3 . S Zoo -,5 40.00 TO NODE 545.00 = 2390.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) .Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 108.14 12.38 3.919 0.98( 0.54) 0.56 35.0 80.00 2 109.31 13.42 3.733 0.97( 0 55) 0 56 37.4 80.00 I- 109.73 14.05 3.632 0..98( 0.55) 0.56 38 8 110.00 4 109.32 14.40 3.578 0.98( 0.55) 0.56 39.3 140.00 5 .106.78 15.59 3.411 0.98( 0.55) 0.56 40.8 10.00 6 103.23 16.66 3.279 0.98( 0.55) 0.56 41.3 165.00 7 94.37 19.09 3.022 0.98( 0.55) 0.56 41.8 40.00 TOTAL AREA(ACRES) = 41.85 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 109.73 Tc(MIN.) = 14.047 EFFECTIVE AREA(ACRES) = 38.79 AREA -AVERAGED Fm(INCH/HR) = 0.55 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.56 TOTAL AREA(ACRES) = 41.85 LONGEST FLOWPATH FROM. NODE 40.00 TO NODE 545.00 = 2390.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 545.00 TO NODE 545.00 IS CODE = 81 » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< MAINLINE Tc(MIN) = 14.05 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.632 _ SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp, Ap SCS LAND USE . GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "3-4 DWELLINGS/ACRE" A 5.20 0.98 0.60 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA AREA(ACRES) = 5.20 SUBAREA RUNOFF(CFS) = 14 26 EFFECTIVE AREA(ACRES) = 43.99 AREA -AVERAGED Fm(INCH/HR) = 0.55 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.57 TOTAL AREA(ACRES) =. 47.05 . PEAK FLOW RATE(CFS) = ,121.99 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 122.00 12.38 3.919 0.98( 0.55) 0.56 40.2 80.00 j2 122.12 13.42 3.7 0.97( 0.55) 0.56 42.6 80.00 3 121.99 14.05 3.632 0.98( 0.55) 0.57 44.0 110.00 4 121.36 14.40 3.578 0.98( 0.55) 0.57 44.5 140.00 5 118.24 15.59 3.411 0.97( 0.55) 0.57 46.0 10.00 6 114.05 16.66 3.279 0.97( 0.55) 0.57 46.5 165.00 7 104.53 19.09 3.022 0.98( 0.55) 0.57 47.0 40.00 NEW PEAK FLOW. DATA ARE: PEAK FLOW RATE(CFS) = 122.12 Tc(MIN.) = 13.42 AREA -AVERAGED Fm(INCH/HR) = 0.55 AREA -AVERAGED Fp(INCH/HR) = 0.97. AREA -AVERAGED Ap = 0.56 EFFECTIVE AREA(ACRES) = 42.62 **************************************************************************** FLOW PROCESS FROM NODE 545.00.TO NODE 560.00 IS CODE = 41 \5 P f�� f �3 8 2co gzP02 T1 CYPRESS AVENUE, FONTANA 0 . T2 STORM DRAIN FROM BASELINE TO WALNUT T3 ULTIMATE CONDITION BY: E.I. SO 1051.3401393.550 1 1404.000 R 1120.0001395.010 1 .013 .000 .000 0 JX 1124.8001395.120 3 2 .013 26.700 1401.400 45.0 .000 R 1330.0001399.490 3 .013 .000 .000 0 ' JX 1334.8001399.600 5 4 .013 21.400 1406.200 45.0 .000 R 1409.8601406.800 19 .013 .000 .000 0 JX 1414.6601406.870 20 .013 R 1620.0001409.870 5 .013 .000 .000 0 JX 1624.8001409.940 7 6 .013 9.800 1412.300 45.0 .000 R 1787.8101412.220 7 .013 .000 .000 0 JX 1798.2901412.760 9 15 25.013 20.200 32.2001412.4901412.490 30.0 30.0 .000 R 1904.3301418.500 13 .013 .000 .000 0 JX 1912.3401418.580 21 .013 R 1920.0001418.780 9 .013 .000 .000 0 JX 1924.8001418.800 11 10 .013 14.300 1419.470 45.0 .000 R 2280.0001424.160 11 .013 .000 .000 0 JX 2284.8001424.250 13.12 .013 9.500 1425.000 45.0 .000 R 2759.3401432.360 13 .013 .000 .000 0 JX 2768.3401432.940 15 14 .013 35.400 1433.450 45.0 .000 R 3120.0001438.950 15 .013 .000 .000 0 JX 3124.8001439.030 17 16 .013 15.350 1443.900 45.0 .000, R 3140.0001439.290 17 .013 .000 .000'0 WE '3140.0001439.290 18 .500 SH 3140.0001439.290 18 1439.29 CD 1 4 1 .000 4.500 .000 .000 .000 .00 CD 2 4 1 .000 2.500 .000 .000 .000 .00 CD 3 4 1 .000 4.500 .000 .000 .000 .00' CD 4 4 1 .000 2.500 .000 '.000 .000 .00 CD 5 4 1 .000 4.000 .000 .000 .000 .00 CD 6;;4 1 .000 2.500 .000 .000 .000 .00 CD 7 4 1 .0d0 4.000 .000 .000 .000 .00 ' CD 8 4 1 .000 2.500 .000 .000 .000 .00 CD 9 '4 1 .000. 3.500 .000 .000 .000 .00 CD 10 4 '1 .000 2.000 .000 .000 .000 .00 CD 11 4 1 .000 3.500 .000 .000 .000 .00 CD 12 4 1 .000 2.500 .000 :000 .000 .00 CD 13 4. 1 .000 3.500 .000 .000 .000 .00 CD 14 -4 1 .000 2.500 .000 .000 .000 .00 CD 15 4 1 .000 3.000 .000 .000 .000 .00 CD 16 4 1 .000 2.500 .000 .000 .000 .00 CD 17 4 1 .000 3.000 .000 .000 .000 .00. CD 18 2 0 .000 4.500 10.000 .000 .000 .00 CD 19 4 1 .000 4.000 .000 .000 .000 .00 CD 20 4 1 .000 4.000 .000 .000 .000 .00 CD 21 4 1 .000 3.500 .000 .000 .000. .00 CD 23 4 1 .000 3.000 .000 .000 .000 .00 CD 25 4 1 .000 3.000 .000 .000 .000 .00 Q 15.350 0 r ell 1118 M I 11111.8111 i 8111 r U r r I 1 r N r- FILE: cypress9.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1382 WATER SURFACE PROFILE LISTING Date: 2- 4-2005 Time: 1:52:39 CYPRESS AVENUE, FONTANA STORM DRAIN FROM BASELINE TO WALNUT ULTIMATECONDITION BY: E.I. *****.****************************************************************************************************************xxx:t ******** I Invert 1 Depth I Water 1 Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase WtI (No Wth Station I Elev 1 (FT) I Elev 1 (CFS) I (FPS) Head 1 Grd.E1.1 Elev 1 Depth 1 Width IDia.-FTIor I.D.I ZL IPrs/Pip -I -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- L/Elem -1 ICh Slope 1 I I I SF Ave! HF ISE DpthlFroude NlNorm Dp i "N 1 X-Falll ZR (Type Ch ********1*********1********1*********1*********1*******1*******1*********1*******1********1********1*******1*******1***** I******* I I I I I I I I I I I I 1 1051.340 1393.550 10.450 1404.000 200.20 12.59 2..46 1406.46 .00 4.04 .00 4.500 .000 .00 1 .0 - 1- -1- -I- -1- -I- -1- -I- -I- -I- -I- -1- -1- -1- I 68.660 .0213 .0104 .71 10.45 .00 2.77 .013 .00 .00 PIPE I I I I I I- I I I I 1120.000 1395.010 9.702 1404.712 200.20 12.59 2.46 1407.17 .00 4.04 .00 4.500 .000 .00 1 0 - I- -I- -I- -I- -I- -I- -I -I- -I- -I- -I- -I- -I- I- JUNCT STR .0229 .0091 .04 9.70 .00 .013 .00 .00 PIPE I I I I I I I I I 1 I I I 1124.800 1395.120 10.660 1405.780 173.50 10.91 1.85 1407.63 .00 3.83 .00 4.500 .000 .00 1 .0 -1- -I- -I- -I- -I -I- -I- -1- -1= -I- -I- -I- I- 205.200 .0213 .0078 1.60 10.66 .00 2.52 .013 .00 .00 PIPE I I I I I I I I I 1 1330.000 1399.490 7.887 1407.377 173.50 10.91 1.85 1409.22 .00 3.83 .00 4.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- --I- I- JUNCT STR .0229 .0095 .05 7.89 .00 .013. .00 .00 PIPE I I I. I I I I I I .1 1334.800 1399.600 7.935 1407.535 152.10 12.10 2.27 1409.81 .00 3.61 .00 4.000 • .000 .00 1 .0 - I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I •I- 13.885 .0959 .0112 .16 7.94 .00 1.61 .013 .00 .00 PIPE I I I - I I I I I I I I I 1348.685 1400.932 6.759 1407.691 152.10 12.10 2.27 1409.97 .00. 3.61 .00 4.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- (- HYDRAULIC JUMP I •I I I I I I' I I I I I I - 1348.685 1400.932 2.041 1402,.973 152.10 23.59 8.64 1411.62 .-_,.00..... 3.61 4.00 4.000 .000 .00 1 .0 -I- -I- -I -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 2.500 .0959 .0414 .10 2.04 3.27 1.61 .013 .00 .00 PIPE . I I I I I I I I I I I I I _ 1351.185 1401.172 2.055 1403.227 152.10 23.38 8.49 1411.71 .00 3.61 4.00 4.000 - .000 .00 1 .0 - I- --I- -I- -I- -I- -I- -I- -I- -I- 71- -I- -I- I 12.030 .0959 .0384 .46 2.06 3.23 1.61 .013 .00 .00 PIPE I I I I I 1363.215 1402.326 2.135 1404.461 152.10 22.29 7.71 1412.18 .00 3.61 3.99 4.000 .000 .00 1 .0 - I- -I -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 9.')70 .0959. .0339 .34 2.14 3.00 1.61 .013 .00 .00 PIPE w w- r tw wi w MI 1111t w w w w- w wr .IMP FILE: cypress9.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: -1382 WATER SURFACE PROFILE LISTING Date: 2- 4-2005 Time: 1:52:39 CYPRESS AVENUE, FONTANA 'STORM DRAIN FROM BASELINETOWALNUT ULTIMATE CONDITION BY: E.I. ************************************************************************************************************************** ******** I Invert Station I Elev L/Elem ICh Slope 1373.185 1403.282 8.328 .0959 1381.513 1404.081 6.991 .0959 • I 1388.504 1404.751 5.916 .0959 1394.419 1405.319 -1- 4.976 .0959 1399.396 1405.796 4.175 .0959 1403.570 1406.197 3.470 .0959 1407.040 1406.530 -1- 2.8_20 .0959 1409.860 1406.800 -1- JUNCT STR .0146 1414.660 1406.870 104.932 .0146 Depth (FT) 2.218 2.306 2.400 2.498 2.603 2.715 2.835 2.966 2.968 Water I Q Vel Vel I Energy Elev I (CFS) (FPS) Head I Grd.El. - -I- - - -I- -I- - I SF Ave!- HF *********1********* *******I*******I********* 1405.500 1406.387 1407.151 - -I- 15210 152.10 152.10 1407.817 152.10 21.25 7.01 1412.51 - -I -1- .0299 .25 20.26 6.38 1412.76 .0265 .18. 19.32 5.80 1412.95 .0234 .14 18.42 5.27 1413.09 - - I .0208 .10 1408.399 152.10 17.56 4.79 1413.19 - -I- -I- -I .0184 .08 I 1408.912 152.10 16.75 4.35 1413.27 - -I- -I- -I- -I- .0164 .06 I I I 1409_365 152.10 15.97 3.96-1413.32 - -I- -I- -I- -I- .0147 .04 I I I 1409.766 152.10 15.22 3.60 1413.36 -I- -I- . -I- -I- - .0138 .07 I I 1409.839 152.10 15.21 3.59 1413.43 -I- -I- -I- -I- .0133 1.40 Super CriticallFlow Top Height/IBase Wt 'No Wth Elev Depth I Width Dia.-FTIor I.D. ZL IPrs/Pip - - -I- - - -I- - - -I SE Dpth Froude NlNorm Dp "N" 1 X-Fall ZR IType Ch ******* ********1******** *******1******* ***** I******* I I .00 3.61 - 3.98 4.000 . .000 .00 1 .0 - - -I - - - 2.22 2.79 1.61 .013 .00 .00 PIPE I I .00 3.61 3.95 4.000. .000 .00 1 .0 - - - -I- - - -I- - - 1- 2.31 2.59 1.61 .013 -.00 .00 PIPE I I- I I .00 3.61 3.92 4.000 .000 .00 1 0 - -I- -I- - -I- - - I- 2.40 2.40 1.61 .013 .00 .00 PIPE I I I I .00 3.61 3.87 4.000 .000 .00 1 .0 - -I-. -I- -I- -I- - - I- 2.50 .2.22 1.61 .013 .00 .00 PIPE I I I .00 3.61 3.81 4.000 .000 .00 1 .0 - -I- -I- -I- -I- - - I- 2.60 - 2.05 1.61 .013 .00 .00 PIPE I I I .00 - 3.61 3.74 4.000 .000 .00 1 .0 - -I- - -I- -I- -I- - - I- 2.72 1.89 1.61 .013 .00 .00 PIPE I .00... 3.61 3.63 4.000 .000 .00 1 .0 - -I- -I -I- -1- -I- I- 2.84 1.74 1.61 .013 .00 .00 PIPE I I I I I .00 3.61 3.50 4.000 .000 .00 1 .0 - -I- -I- -I- -I- -I- I- 2.97 1.59 .013 .00 .00 PIPE I I I I - I I .00 3.61 3.50 4.000 .000 .00 1 .0 - -I- -I- -I- -I- -1- I- 2.97 1.59 2.90 .013 .00 .00 PIPE r NM - - A r 11111 ■r I r MI r 1 - - ter_ - FILE: cypress9.WSW W S P G W- CIVILDESIGN Version 14.03 Program Package Serial Number: 1382 WATER SURFACE PROFILE LISTING CYPRESS AVENUE, FONTANA STORMDRAIN FROM BASELINE TO WALNUT ULTIMATE CONDITION BY: E.I. PAGE Date: 2- 4-2005 Time: 1:52:39 ****************************************************,******************************************************************* I Invert Station I Elev L/Elem ICh Slope 1519.592 1408.403 62.387 .0146 1581.979 1409.315 - I- 28.887 .0146 1610.866 1409.737 9.134 .0146 I 1620.000 1409.870 JUNCT STK .0146 Depth (FT) ******** Water I 4 Elev I (CFS) - I- *********l**** 3.069 1411.472 - - - -I- 3.223 3.398 3.611 1624.800 1409.940 4.380 -1- 79.478 .0140 I I 1704.278 1411.052 4.046 HYDRAULIC - JUMP I 1704.278 1411.052 2.998 12.296 :0140 1716.574 1411.224 3.018 43.409 .0140 I I 1759.983 1411.831 •3.167 21.125 .0140 1412.538 _I_ Vel Vel I Energy 1 Super (FPS) Head I Grd.E1.t Elev - - -I- -I- -I- SF Ave' HF ISE Dpth 152.10 152.10 1413.135 152.10 1413.481 152.10 - 1- I 1414.320 142.30 1415.098 - -1- 1414.050 1414.242 142.30 142.30 142.30 1414.998 142.30 - -I- ***** I*********1******* I I 14.70 3.36- 1414.83 .00 - -I- -1- -1- .0122 .76 3.07 14.02 3.05 1415.59. .00. .0111 .32 3.22 I I 13.36 2.77 1415.91 .00 - -I- -I- -1- .0102 .09 3.40 I I 12.74 2.52 1416.00 .00 - -I- -I- -I- - .0098 .05 3.61 I I 11.32 1.99 1416.31 .00 .0098 .78 4.38 I I 11.32 1.99 1417.09 .00 - -I- -I- -I- I 14.09 3.08 1417.13 . _.00 - -I- -I- -I- - .0117 .14 3.00 I I 3.04 1417.28 13.99 .00 -I- -I- - .0111 .48 3.02 I I. 13.34 2.76 1417.76 .00 - -I- -I- -I- .0100 .21 3.17 CriticallFlow ToplHeight/IBase Wt Depth I Width IDia.-FTIor I.D. - -I- -I- -1- - Froude NlNorm Dp 1 "N" I X-Fall ********1********I*******1******* 1 3.61 3.38 4.000 -I- -I- -I- 1.48 2.90 .013 I I 3.61 3.16 4.000 -I- -I- -1- 1.33 , 2.90 .013 I I I 3.61 2.86 4.000 -I- -I- -1- 1.18 2.90 .013 I I I 3.61 2.37 4.000 1.00 .013 I I I 3.53 .00 4.000 .00 2.80 .013 3.53 .00 4.000 - -1- -I- -1- _. I I 3.53 3.47 4.000 -I- . -I- 1.45 2.80 .013 I I 3.53 3.44 4.000 -I- -I- -I- 1.43 2.80 .013 I I 3.53 3.25 4.000 1.30 2.80 .013 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .000 .00 .000 .00 .000 .00 * ******** No Wth ZL Prs/Pip ZR Type Ch ***** ******* .00 1 .0 .00 -PIPE .00 1 .0 .00 PIPE .00 .00 1 .0 PIPE .00 1 .0 .00 P- IPE .00 .00 .00 .00 .00 .00 .00 .00 .00 1 .0 P- IPE 1 .0 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE MN OS 111111 NM w two - - - - 1 I - - - UM i - - \N FILE: cypress9.WSW W S P G W- CIVILDESIGN Version 14.03 Program Package Serial Number: 1382 WATER SURFACE PROFILE LISTING CYPRESS AVENUE, FONTANA STORM DRAIN FROM BASELINE TO WALNUT ULTIMATE CONDITION BY: E.I. *k************************************************************************************************************************ I Invert I Depth I Water Station I Elev I (FT) I Elev -I- -I- -I- L/Elem ICh Slope I I I I I 1781.108 1412.126 3.334 1415 460 -I- -I- -I - 6.702 .0140 I I I 1787.810 1412.220 3.531 1415.751 -I- -I- -I- - JUNCT STR .0515 I I I 1798.290 1412.760 5.137 1417.896 -I- _ -I- -I- - .512 .0541 I 1798.802 1412.788 5.112 1417.900 -I- -I -I- - HYDRAULIC JUMP I I I 1798.802 1412.788 1.673 1414.461 -I- -I- -I- - 19.552 .0541 I I I 1818.354 1413.846 1.720 1415.566 -I- -I- -I- - 20.099 .0541 I I I 1838.453 1414.934 1.786 1416.720 -I- -I- -I- 15.281 .0541 I I I 1853.734 1415.761 1.855 1417.616 -I- -I- -I- - 12.011 .0541 I I I 1865.745 1416.411 1.927 1418.339 -I- -I- -I- - 9:583 .0541 Q I Vel Vel (CFS) I (FPS) Head -I- -I- - 142.30 SF Ave 12.71 2.51 -I- - .0092 142.30 12.12 2.28 - -I- -I- - .0084 89.90 89.90 - -I- -I- I 89.90 19.80 89.90 19.10 9.34 1.36 .0080 9.34 1.36 6.09 :0355 5.66 .0318 89.90 18.21 5.15 .0280 89.90 17.36 -I- 89.90 16.55 4.68 .0247 4.25 .0218 Energy Grd.E1. HF ********* 1417.97 .06 1418.03 .09 1419.25 .00 1419.26 1420.55 .69 1421.23 .64 1421.87 .43 1422.30 .30 1422.59 .21 Super Elev SE Dpth .00 3.33 .00 3.53 .00 5.14 .00 CriticalIFlow TopIHeight/ Base.WtI Depth' I Width IDia.-FT or I.D.I ZL - -I- -I- - -I- Froude NINorm Dp I "N" X-Fa11I ZR ********1********I******* *******I***** I I I- 3.53 2.98 4.000 .000 .00 - -I- -I- - - -I- 1.16 2.80 .013 .00 .00 I I I 3.53 2.57 4.000 .000 .00 - -I- -I- - - -I- 1.00 .013 .00 .00 I I I 2.94 .00 3.500 .000 .00 - -I- -I- - - -I- .00 1.50 .013 .00 .00 I- I I 2.94 .00 3.500 • .000 .00 - -I- -I- - - . -I- I I .00 2.94 3.50 3.500 - - - -1- -I- - 1.67 3.06 1.50 .013 .00 2.94 3.50 3.500 1.72 2.90 1.50 .013 .00 2.94 3.50 3.500 1.79 2.70 1.50 .013 .00 2.94 3.49 3.500 - - -1- -I- 1.86 2.51 1.50 .013 I I .00 2.94 3.48 3.500 1.93 2.34 1.50 .013 .000 .00 .00 .00 .000 .00 .00 .00 .000 .00 .00 .00 .000 .00 .00 .00 .000 .00 PAGE 4 Date: 2- 4-2005 Time: 1:52:39 No Wth Prs/Pip Type Ch ******* 1 . .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 . .0 .00 .00 PIPE 1111 _ M M11111111 M M M M M M M M M M M M l M FILE: cvpress9.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 5 Program Package Serial Number: 1382 WATER SURFACE PROFILE LISTING Date: 2- 4-2005 Time: 1:52:39 CYPRESS AVENUE, FONTANA STORM DRAIN FROM BASELINE TO WALNUT ULTIMATE CONDITION BY: E.I. I Invert I Depth I Water I Q IVel Vel I Energy I Super CriticallFlow Top1Height/IBase Wt1 INo Wth Station 1 Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.I Elev Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip - I- -I- -I- -I- -I- -I- -I- -I- - - -I- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE Dpth Froude NlNorm Dp I "N" I X-Falll ZR 'Type Ch *****-*k.*I*********I********I*********I*********I*******I*******I*********I***************I********I*******l*******I***** I******* I I I I I I I I I I I I 1875.328 1416.930 2.004 1418.934 89.90 15.78 3.87 1422.80 .00 2.94 3.46 3.500 .000 .00 1 .0 - I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 7.791 .0541 .0193 .15 2.00 2.17 1.50 .013 .00 .00 PIPE I I I I I I I I I I I I I 1883.119 1417.352 2.084 1419.436 89.90 15.05 3.52 1422.95 .00 2.94 3.44 3.500 .000 .00 1 .0 - I- -I- -I- -I- -I- -I- -I- -I- -I- .-I- -I- -I- -I- I- 6.303 .0541 .0171 .11 2.08 2.01 1.50 .013 .00 .00 PIPE I • I I I I I I I I I I 1889.422 1417.693 2.170 1419.863 89.90 14.35 3.20 1423.06 .00 2.94 3.40 3.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- - -I- -I- -I- -I- I- 5.137 .0541 .0151 .08 2.17 1.86 1.50 .013 .00 .00 PIPE I I I I I I I I I I I I 1894.560 1417.971 2.260 1420.231 89.90 13.68 2.91 1423.14 .00 2.94 3.35 3.500 .000 .00 1 .0 -I- -I- -1- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 4.105 .0541 .0134 .06 2.26 1.72 1.50 .013 .00 .00 PIPE I I I I I I I I I I I I 1898.665 1418.193 2.357 1420.550 89.90 13.04 2.64 1423.19 .00 2.94 3.28 3.500 .000 .00 1 .0 - I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -1- -I- -I- I- 3.227 0541 .0119 .04 2.36 1.59 1.50 .013 .00 .00 PIPE I I I I I I I I I I I I 1901.891 - 1418.368 2.461 1420.829 89.90 12.44 2.40 1423.23 .00 2.94 3.20 3.500 .000 .00 1 .0 I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 2.438 .0541 .0107 .03 2.46. 1.46 1.50 .013 .00 .00 PIPE I I I I I I 1 I I . I I 1904.330 1418.500 2.573 1421.073 89.90 11.86 2.18 1423.26 . .00.. 2.94 3.09 3.500 .000 .00 1 .0 - 1- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- JUNCT STR .0100 .0101 .08 2.57 1.33 .013 .00 .00 PIPE I I I I I I I I 1912.340 1418.580 2.573 1421.153 89.90 11.86 2.18 1423.34 .00 2.94 3.09 3.500 .000 .00 1 .0 -1- -I- -I- -I- -I- -I- -I- -I- -1- -I- -I- -I- -I- I- 3.514 .0261 .0097 .03 2.57 1.33 1.86 .013 .00 .00 PIPE I I I I I I I I I I 1915.854 1418.672 2.659 1421.331 89.90 11.46 2.04 1423.37 .00 2.94 2.99 3.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 3.094 .0261 .0089 .03 2.66 1.25 1.86 .013 .00 .00 PIPE MI ON fall OM INS MN WS VIII SW 111111 111111 NI 11011 111111 SU 11111 NMI INS FILE: cypress9.WSW W S P G W - CIVILDESIGN Version 14.03 PAGE 6 Program Package Serial Number: 1382 WATER SURFACE PROFILE LISTING Date: 2- 4-2005 Time: 1:52:39 CYPRESS AVENUE, FONTANA - STORM DRAIN FROM BASELINE TO WALNUT ULTIMATE CONDITION BY: E.I. . l*A*4********************************************************************************************************************* ******** 1 Invert 1 Depth I Water Q I Vel Vel Energy I Super 1CriticallFlow ToplHeight/ Base Wt No Wth Station 1 Elev 1 (FT) I Elev (CFS) I (FPS) Head Grd.E1.1 Elev 1 Depth I Width 1Dia.-FT or I.D. ZL Prs/Pip -I- -I- - - -I- -I- _ _ - - - - - L/Elem ICh Slope I I I SF Ave HF ISE DpthlFroude NINorm Dp I "N" X-Fall ZR Type Ch ****.*.**1*********1********1********* *********I*******I******* *********I*******I********I********I******* ******* ***** ******* I I 1918.948 1418.753 2.791 1421.544 1.052 .0261 I I 1920.000 1418.780 2.942 1421.722 JUNCT STR .0042 I I I 1924.800 1418.800 3.962 1422.762 -1- -1 - 37.466 ' .0151 I I I 1962.266 1419.365 3.607 1422,972 -1- - -I- -1- HYDRAULIC JUMP I I I 1962,266. 1419.365 1.984 1421.350 -I- -1- 177.891 .0151 I I 2140.156 .1422.050 2.039 1424.089 -1- 70.823 .0151 1 I 2210.980 1423.119 2-.122 1425.241 35.300 .0151 '- 1I I 2246.280 1423.651 2.209 1425.860 -17 -17 -1- 20.733 .0151 I I - 2267.012 1423.964 2.303 1426.267 -I- -I- -I- 12.988 .0151 I I I I I 89.90 10.93 1.85 1423.40 .00 2.94 2.81 3.500 -I- -I- - - -I- -I- -I- -1- - .0080 .01 2.79 1.13 1.86 .013 I I I I I 89.90 10.42 1.66 1423.41 .00 2.94 2.56 3.500 -I- -I- - - -1- -I- -I- -I- - .0066 .03 2.94 1.00 .013 • 1 I •I I I 75.60 7.86 .96 1423.72 .00 2.72 .00 3.500 - I- -I- - - -I- • -I- -I- _ .0056 .21 3.96 .00 1.98 .013 1 I 1 I I 75.60 7.86 .96 1423.93 .00 2.72 .00 3.500 - I- -I- - - 1 I I I 1 75.60 13.43 2.80 1424.15 .00 2.72 3.47 3.500 _ -I- -I- - - -I- -I- _l_ -1- - .0143 2.55 1.98 1.86 1.96 .013 1 I I I I 75.60 12.99 2.62 1426.71 .00 2.72 3.45 3.500 - -1- -1- - - -I- -I- -I- -I- _ .0129 .91 2.04 1.76 1.98 .013 I I I I I I 75.60 12.39 2.38 1427.62 .00 2.72 3.42 3.500 -1- -I- -I- -I- -I- -I- -I- - .0114 .40 2.12 1.63 1.98 .013 I 1 I I I I 75.60 11.81 2.17 1428.03 .00 2.72 3.38 3.500 -I- -I- -I- -1- _ .0101 .21 2.21 1.51 1.98 .013 I I I I I I 75.60 11.26 1.97 1428.24 .00 2.72 3.32 3.500 - -I- -I- -I- -I- -I- -I- -1- - .0090 .12 2.30 1.40 1.98 .013 .000 .00 .000 .00 .000 .00 .00 .00 .00 .00 1 .0 P- IPE 1 .0 PIPE .00 1 .0 .00 PIPE .000 .00 .000 .00 .00 .00 .000 .00 .00 .00 .000 ..00 .00 .00 1 .000 .00 - -1- .00 .000 .00 .00 1 .0 1 .0 P- IPE 1 .0 P- IPE 1 .0 PIPE 1 .0 PIPE .00 1 .0 1- .00' PIPE FILE: cypress9.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 7 Program Package Serial Number: 1382 WATER SURFACE PROFILE LISTING Date: 2- 4-2005 Time: 1:52:39 CYPRESS AVENUE, FONTANA STORM DRAIN FROM BASELINE TO WALNUT ULTIMATE CONDITION BY: E.I. - k*#****#***###*******#***************************************************#************************************************* ******** 1 Invert I Depth I Water I 4 I Vel Vel I Energy Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev 1 (FT) I Elev I (CFS) I (FPS) Head -1 Grd.E1. Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- -I- _I- -I- -I- -I- -I- - - -I- -I- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF SE DpthlFroude NINorm Dp 1 "N" I X-Falll ZR Type Ch *********1*********1********1*********1*********1*******1*******1****************I********1********1*******1*******1***** I******* 1 1 I 1 1 I 1 1 1 1 1 1 2280.000 1424.160 2.403 1426.563 75.60 10.74 1.79 1428.35 .00 2.72 3.25 3.500 .000 .00 1 .0 - 1- -I- -I -I- -I- -I- -I- - - -I- -1- -I- -.1- -I- I- JUNCT STR .0187 .0128 .06 2.40 1.28 .013 .00 .00 PIPE I I I I I I I I 1 I 2284.801 1424.250 1.755 1426.005 66.10 13.69 2.91 1428.91 .00 2.55 3.50 3.500 .000 .00 1 .0 -I- -1- -I- -I- -I- -I- -I- - - -I- -I- -I- -I- -I- 1- 0171 .48 1.76 2.05 1.76 .013 .00 .00 PIPE 27.959 .0171 I I I I I I I I I I .I 2312.760 1424.728 1.755 1426.483 66.10 13.69 2.91 1429.39 .00 2.55 3.50 3.500 .000 .00 1 .0 - I- -I- -I- -I- -I- -I- -I- - - -I- -I- -I- -I- -I- I- 196.004 .0171 .0168 3.30 1.76 2.05 1.76 .013 .00 .00 PIPE I I 1 I I I I I I I I 2508.763 1428.078 1.771 1429.849 66.10 13.53 2.84 1432.69 .00 2.55 3.50 3.500 .000 .00 1 .0 - I- -I- -I- -1= -I- -I- -I- - - -I- -I- -I- -I- -I- I- 126.679 .0171 .0156 1.97 .1.77 2.02 1.76 .013 .00 .00 PIPE 1 • I I I I I I I I I I.I 2635.443 1430.242 1.839 1432.082 66.10 12.90 2.58 1434.67 .00 2.55 3.50 3.500 .000 .00 1 0 -I- -I- -I- -I- -I- -I- -I- - - -I- -I- -I- -I- -I- I- 48.671 .0171 .0137 .67 1.84 1.88 1.76 .013 .00 .00 PIPE 1 1 1 1 I I I 1 I 1 I I 2684.113 1431.074 1.911 1432.985 66.10 12.30 _ 2.35 1435.33 .00 2.55 3.49 3.500 .000 .00 1 .0 - I- - -I- -I- -I- -I- -I- -I- - - -I- -I- -I- -I- -I- I- 27.923 -.0171 .0121 .34 1.91 1.75 1.76 .013 .00 .00 PIPE 1 I 1 I 1 . I - I I I I I 1 2712.036 1431.551 1.986 1433.537 66.10 11.73 2.14 1435.67 .00 2.55 3.47 3.500 .000 .00 1 .0 - 1- -I- -I- -I- -I- -I- -I- - - -I- -I -1- -I- -I- I- 17.904 .0171 .0107 .19 1.99 1.62 1.76 .013 .00 .00 PIPE I I I 1 I I I I l I I I 2729.440 1431.857 2.066 1433.923 66.10 11.18 1.94 1435.87 .00 2.55 3.44 3.500 .000 .00 1 .0 -I- -I- -I- -I- -1- -I- -I- - - -I- -I- -I- -I- -I- I- 12.152 .0171 .0095 .12 2.07 1.50 1.76 .013 .00 .00 PIPE I I I I I I 1 I I I I I 2742.092 1432.065 2.150 1434.215 66.10 10 66 1.77 1435.98 .00 2.55 3.41 3.500 .000 .00 1 .0 - I- -I- -I- -I- -I- -I- -I-' - - -I- -I- -I- -I- -I- I- 8.219 .0171 .0084 .07 2.15 1.39 1.76 .013 .00 .00 PIPE Ole OM- - - MO - - ■ w or S 11111 till Ile MI NM I air 11•r FILE: cypress9.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 8 Program Package Serial Number: 1382 WATER SURFACE PROFILE LISTING Date: 2- 4-2005 Time: 1:52:39 CYPRESS AVENUE, FONTANA STORM DRAIN FROM BASELINE TO WALNUT ULTIMATE CONDITION BY: E.I. **A*********************************************************************************************************************** ******** 1 Invert I Depth I Water I Q I Vel Vel I Energy 1 Super ICriticallFlow ToplHeight/IBase Wtl NO Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.I Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip - I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L/Elem ICh Slope I I I- I SF Ave) HF ISE DpthlFroude NlNorm Dp 1 "N" I X-Falll ZR Type Ch I I I I I I I I 1 I 1 I I 2750.312 1432.206 2.239 1434.445 66.10 10.17 1.60 1436.05 .00 2.55 3.36 3.500 - .000 .00 1 0 -1- -I- -1- -I- -I- -I- -1- -I- -1- -I- -1- -I- -I- I- 5.175 .0171 .0074 .04 2.24 1.29 1.76 .013 .00 .00 PIPE I I I I I I 1' 2755.486 1432.294 2.335 1434.629 66.10 9.69 1.46 1436.09 .00 2.55 3.30 3.500 .000 .00 1 .0 - 1- -I- -I- -I- -I- - -I- -I- -I- -1- -I- -I- -I- -I- I- 2.927 .0171 0066 .02 2.34 1.19 1.76 .013 .00 .00 PIPE I I I I I I I 1 I I I I 1 2758.413 1432.344 2.437 1434.781 66.10 9.24 1.33 1436.11 .00 2.55 3.22 3.500 .000 .00 1 .0 - 1- -I- -I- -I- -I- -I- -I- -I- -1- -1= -I- -I- -1- I- .927 .0171 .0059 .01 2.44 1.09 1.76 .013 .00 .00 PIPE I I I I - I I I - I I I I I 2759.340 1432.360 2.548 1434.908 66.10 8.81 1.20 1436.11 .00. 2.55 3.11 3.500 .000 .00 1 .0 - I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- JUNCT STR .0644 .0038 .03 2.55 1.00 .013 .00 .00 PIPE 1 I I 1 I I I I I I I I I 2768.340 1432.940 3.147 1436.087 30.70 4.34 .29 1436.38 .00 1.80 .00 3.000 .000 .00 1 .0 - I- -I- -I- -I- -I- -I- -1- -I- -I- -I- -I- -I- -I- 1- 9.802 .0171 .0021 .02 3.15 .00 1.23 .013 .00 .00 PIPE I I I I I I I I I I I 2778.142 1433.107 3.000 1436.107 30.70 4.34 .29 1436.40 .00 1.80 .00 3.000 .000 .00 1 .0 - I- -I- -1 -I- -I- -I- -I- -I- -1- -1- -I- -I- -I- 1- 16.441 .0171 .0020 .03 3.00 .00 1.23 .013 .00 .00 PIPE I I I I I I I I I I I 2794.583 1433.388 2.721 1436.109 30.70 4.56 .32 1436.43 .00 1.80 1.74 3.000 .000 .00 1 .0 - I- -I- -I-' -I- -I- -I- -I- -I- -I- -I- -I- -I- -1- I- 8.488 .0171 .0019 .02 2.72 .41 1.23 - .013 .00 .00 PIPE I I I I I I I I I I ' .I I' 2803.071 1433.533 2.560 1436.094 30.70 4.78 .35 1436.45 .00 1.80 2.12 3.000 .000 .00 1 .0 - I- -I- -I- -I- -I- -I- -I- -I,- -I- -I- -I- -I- -I- I- .301 .0171 '.0020 .00 2.56 .48 1.23 .013 .00 .00 PIPE I I I I I. I . 1 I I 2803.372 1433.539 2.560 1436.099 30.70 4.78 .35 1436.45 .00 1.80 2.12 3.000 .000 .00 1 .0 - I- -I- -I- -I- -I- -1- -I- -1- -I-' -I- -I- -1- -I- HYDRAULIC JUMP 11111111 On MI Mt MI IP= MS AO INN all SO MB IMO MI 111111 8111_ FILE: cypress9.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 9 Program Package Serial Number: 1382 WATER SURFACE PROFILE LISTING Date: 2- 4-2005 Time: 1:52:39 CYPRESS AVENUE, FONTANA STORM DRAIN FROM BASELINE TO WALNUT ULTIMATE CONDITION BY: E.I. ************************************************************************************************************************* ******** Station Invert Elev L/Elem ICh Slope *********1********* 2803.372 1433.539 118.587 .0171 I 2921.959 1435.565 105.646 .0171 3027.604 1437.371 35.906 .0171 1 3063.510 1437.984 - 1- 19.847' .0171 3083.357 1438.324 - 1- 12.970 .0171 1 3096.327 1438.545 -1- 8.792 .0171 •I 3105.119 1438.696 - -I- '6.060 .0171 3111.179 1438.799 4.213 .0171 3115.392 1438.871 -1- 2.636 .0171 Depth I Water (FT) I Elev I ********I** 1.229 1434.768 1 1.233 1436.798 -I- 1.278 1438.649 1 1.325 1439.310 - -1- -I- i 1.375 1439.699 - -I- -I- I I 1.426 1439.972 • 1.480 1440.176 - -I- -I- I 1.537 1440.336 - -I- -I- I 1.596 1440.467 4 (CFS) 30.70 30.70 30.70 30.70 30.70 30.70 Vel Vel (FPS) Head SF Ave *******I******* 11.26 1.97 .0170 Energy I Super Grd.E1.I Elev -I- - HF ISE Dpth *********I******* 1436.74 .00 -1- 2.01 1.23 11.21 1.95 1438.75 . .00 .0158 1.67 1.23 I I 10.69 1.77 1440.42 .00 - -I- -I -I- - .0139 .50 1.28 10.19 1.611440.92 .00 -1- -I- -I- - .0122 .24 1.33 9.71 1.47 1441.16 .00 - -I- -I- -I- - .0108 .14 1.38 1 9.26 1.33 1441.30 .00 - -I- -I- -I- - .0095 .08 1.43 CriticalIFlow ToplHeight/ Depth I Width IDia.-FT - -1- -I- Froude NINorm Dp I "N" ********I********l******* 30.70 8.83 1.21 1441.39 .00 - I- -I- -I- -I- 0083 .05 1.48, I. I. 30.70 8.42 1.10 1441.44 .00 - I- -I- -I- -I- -1- .0073 .03 1.54 I 30.70 8.03 1.00 1441.47 .00 - 1= -I- -I- -I- -I- .0065 .02 1.60 Base Wtl INo Wth or I.D.I ZL IPrs/Pip - -I- -I X-Falll ZR 'Type Ch *******I* 1******* I I I I 1.80 2.95 3.000 .000 .00_ 1 .0 - I- -1- -I- -I- I_ 2.06 1.23 .013 .00 .00 PIPE I I I I 1.80 2.95 3.000 .000 .00 1 .0 - I- -I- -I- -I- I- 2.05 1.23 .013 .00 .00 PIPE I I I I I 1.80 2.97 3.000 .000 .00 1 .0 - I- -I- -I- -I- I- 1.91 1.23 .013 .00 .00 PIPE I I I 1.80 2.98 3.000 .000 .00 1 .0 -I- -I- -I- -I- I- 1.79 1.23 .013 .00 .00 PIPE I I 1 I I 1.80 2.99 3.000 .000 .00 1 .0 - I- -I- -I- -I- I- 1.67 1.23 .013 .00 .00 PIPE I I I I I 1.80 3.00 3.000. .000 .00 1 .0 -I- -I- -I- -I- I- 1.55 1.23 .013 .00 .00 PIPE I I I 1.80 3.00 3.000 .000 .00 1 .0 - 1- -I- -I- -I- I- 1.45 1.23 .013 .00 ,.00 PIPE I I I I I 1.80 3.00 3.000 .000 .00 1 .0 -I- -I- -I- -I- I- 1.35 1.23 .013 .00 .00 PIPE I I I I I 1.80 2.99 -3.000 .000 .00 1 .0 -I- -I- -I- -I- I- 1.25 1.23 .013 .00 .00 PIPE r -11111 41111111 N -tea 11111111 1111111 Sit NS 1111111 11111 MN NI 11111 err - FILE: cypress9.WSW W S P G W - CIVILDESIGN Version 14.03 - PAGE 10 Program Package Serial Number: 1382 WATER SURFACE PROFILE LISTING Date: 2-,4-2005 Time: -1:52:39- CYPRESS AVENUE, FONTANA STORM DRAIN FROM BASELINE TO WALNUT ULTIMATE CONDITION BY: E.I. ****A*********************************************************************i'******************************i'**********'k*** AA ******** • I Invert I Depth Station 1 Elev 1 (FT) L/Elem ICh Slope I *********1*********1******** 1 1 3118.028 1438.916 1.659 - 1- -I- . 1.557 .0171 1 _3119.586 1438.943 1.724 - 1- -1- .414 .0171. 1 3120.000 1438.950 1.795 - I- -1- JUNCT STR .0167 I • 1 3124.800 1439.030 2.722 -1- -1- 9.246 .0171 I I 3134.046 1439.188 2.560 - 1- -I- 5.954 .0171 1 3140.000 1439.290 2.454 -1- WALL ENTRANCE I I 3140.000 1439.290 - 1- -1- 2.629 Water I Q Elev I (CFS) 1 *********1********* 1 1440.575 - - -1- I 1440.667 1 1440.745 - 1441.752 30.70 30.70 30.70 15.35 Vel Vel I Energy (FPS) Head 1 Grd.E1. - -1- -1- SF Ave' HF *******1*******1********* 1 7.65 .91 1441.49 - -1- -1- .0057 .01 7.30 .83 1441.49 - -1- -I- .0050 .00 1 6.95 .75 1441.50 - -I- -1- .0026 .01 1 2.28 .08 1441.83 - -I- .0005 .00 I I I 1441.748 15.35 2.39 -I- -1- 1 1 .09 1441.84 -1-. .0005 .00 1 1441.745 15.35 2.48 .10 1441.84 - -I- -I- -I- -I- - I I I 1441.920 15.35 .58 .01 1441.92 - -I- - -I- '-I- 71- - Super CriticallFlow ToplHeight/IBase Wtl INo Wth Elev Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip . - - -I- -I- -I- -I- -1 SE Dpth Froude N1Norm Dp I "N" I X-Fa11I ZR IType Ch ***************1********I*******I*******I***** I******* I I I I I .00 1.80 2.98 3.000 .000 .00 1 .0 - - -I- -I- -1- -I- I- 1.66 1.16 1.23 .013 .00 .00 PIPE I 1 I I I .00 1.80 - 2.97 3.000 .000 .00 1 .0 - - -I- -1- -I- -I- I- 1.72 1.08 1.23 .013 .00 .00 PIPE I I I I I .00 1.80 2.94 3.000 .000 .00 1 .0 - - - -I- -I- -I- -I- I- 1.80 1.00 .013 .00 .00 PIPE - I I I I 1 .00 1.25 1.74 3.000 .000 .00 1 .0 - - -I- -1- -I -I- I- 2.72 .20 .85 .013 .00 .00 PIPE 1 I I I I .00 1.25 2.12 3.000 .000 .00 1 .0 - - -I- -I- -I -I- I- 2.56 .24 .85 .013 .00 .00 PIPE I I I I I .00 1.25 2.31 3.000 .000 .00 1 .0 - -I- -I- -I- -I- .00 I I I I I .42 10.00 4.500 10.000 .00 0 .0 - -I-- -1- -I- -I- I- New WSPG Calculations Ti Cypress Strom Drain. 0 T2 From Tr. 16572 to Baseline Box T3 Q100 SO 1038.9001392.840 1 1405.460 R 1046.3801393.230 1 .013 .000 .000 0 • l R 1085.2201395.240 1 .013 -49.453 .000 V 0 JX 1085.2301395.240 1 3 .013 12.500 1396.740 51.7 -.013 R 1093.5101395.670 1 .013 -10.542 .000 ri 0 K1 R 1098.1801395.910 1 .013 .000 .000 0 JX 1102.8501396.010 1 3 .013 14.200 1397.080 90.0 n .000 s7 R 1320.0701399.500 1 .013 .000 .000 U o o JX 1324.7301399.600 1 3 3.013 11.600 9.8001401.0501401.050 45.0 45.0 a .000 0 a R 1399.9301406.320 1 .013 .000 ¢ JX 1404.5901406.820 1 .013 D R 1622.4001409.840 2 .013 .000 .000 r V p • JX 1624.7301409.940 2 3 .013 9.800 1410.940 45.0 a Q .000 2 R 1665.5301410.510 2 .013 .000 .000 LY 0 L...._ R 1787.8101412.220 2 .013 .000 .000 1../0JX 1798.2901412.760 3 3.013 20.200 19.8001413.7601413.760 30.0 30.0V- PIC .000 R 1904.3301418.500 5 .013 .000 .000 0 p 4) JX 1912.3401418.580 5 .013 E R 1924.8001418.800 5 .013 .000 .000 0 p = JX 1924.8101418.800 5 3 .013 14.300 1419.470 45.0 .000 CO R 2114.9901421.690 5 .013 .000 .000 �' 0 JX 2115.0001421.690 5 .3 .013 12.400 1422.360 -45.0 .000 R 2280.0001424.160 5 .013 .000 .000 0 JX 2284.8001424.250 5 6 .013 9.500 1425.000. 45.0 .000 R 2759.3401432.360 5 .013 .000 .000 0 JX 2768.3401432.940 4 6 .013 35.400 1433.450 45.0 .000 R 3120.0001438.950 1 .013 .000 • .000 0 JX 3124.8001439.030 4 1 .013 15.350 1443.900 ' 45.0 .000 R 3140.0001439.290 4 .013 .000 .000 WE SH CD CD CD CD CD CD CD 4 3140.0001439.290 3140.0001439.290 1 4 1 .000 2 4 1 .000 3 4 1 .000 4 4 1 .000 5 4 1 .000 6 4 1 .000 7 2 0 .000 15.350 7 .500 7 4.500 .000 .000 4.000 .000 .000 2.000 .000 .000 3.000 .000 .000 3.500 .000 .000 2.500 .000 .000 4.500 10.000 .000 .000 . 000 .000 .000 .000 .000 . 000 1439.290° .00 .00 .00 .00 .00 .00 .00 FILE: cypress.WSW W S P G W - CIVILDESIGN Version 14.03 - PAGE Program Package Serial Number: 1382 - WATER SURFACE PROFILE LISTING Date: 7-17-2008 Time: 3:44:47 Cypress Strom Drain From Tr. 16572.to Baseline Box Q100 1 Invert Station 1 Elev L/Elem ICh Slope *********1********* 1038.900 1392.840 7.480 .0521 • 1 1046.380 1393.230 38.840 .0518 1085.220 1395.240 JUNCT STR .0000 1085.230 1395.240 8:280 .0519 1093.510 1395.670 4.670 .0514 1098.180 1395.910 JUNCT STR .0214 1102.850 1396.010 217.220 .0161 1320.070 1399.500 JUNCT STR .0215 1324.730 1399.600 68.073 .0894 Depth (FT) ******** Water Elev ********* 12.620 1405.460 12.308 1405.537 11.065 1406.305 11.600 1406.840 11.393 1407.063 - -I- - 11.196 1407.106 11.765 1407•.775 9.966 1409.466 -1- I. 10.652 1410.252 - -1 Q Vel Vel 1 Energy I Super ICriticallFlow ToplHeight/IBase Wtl No Wth (CFS) (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTlor I.D.1 ZL Prs/Pip - - - -I- -I- -I- -I- -I- -I- -I- -I- - SF Ave! HF ISE•DpthlFroude NlNorm Dp I "N" I X-FallI ZR Type Ch ****************1*******1*********1*******1********1********1*******1*******1***** ******* I I I I I I I 200.20 12.59 2.46 1407.92 .00 4.04 .00 4.500 .000 .00 1 0 - - - -I- -I- -I- -I- -I- -I- -I- -I- - .0104 .08 12.62 .00 2.10 .013 .00 .00 PIPE I I I I I I I 200.20 12.59 2.46 1408.00 .00 4.04 .00 4.500 .000 .00 1 .0 - - - -I- -1- -I- -I- -I- -I- -I- -I- I- .0104 .40 .00 .00 2.11 .013 .00 .00 PIPE I I' I I I 200.20 12.59 2.46 1408.77 .00 4.04 .00 .4.500 .000 .00 1 .0 - - - -I- -I- -I- -1- -I- -I- -I- -I- I- .0097 .00 .00 .00 .013 .00 .00 PIPE I I I I 187.70 11.80 2.16 1409 00 .00 3.95 .00 4.500 .000 .00 1 .0 - - - -I- -I- -I- -I- -I- -I- -I- -I- I- .0091 .08 .00 .00 2.03 .013 .00 .00 PIPE I I I I I I I I 187.70 11.80 2.16 1409.23 .00 3.95 .00 4.500 .000 .00 1 .0 - - - -I- -I- -I- -I- • -I- -I- -I- -I- I- .0091 .04 11.39 .00 2.04 .013 .00 .00 PIPE 1 I I I I I I I 187.70 11.80 2.16 1409.27 .00 3.95 .00 4.500 .000 .00 1 .0 - - - -I- -I- -I- -I- -I- -I- -I- -I- I- .0084 .04 11.20 .00 .013 .00 .00 PIPE I I I I I I I I 173.50 10.91 1.85 1409.62 .00 3.83 .00 4.500 .000 .00 1 .0 - - - -I- -I- -I- -I- -I- -I- -I- -I 1_. .0078 1.69 11.77 .00 2.76 .013 .00 .00 PIPE I I I I 173.50 10.91 1.85 1411.31 .00 3.83 .00 4.500 .000 .00. 1 .0 - - - -I- -I- -I- -I- -I- -I- -I- -I- I- .0069 .03 9.97 .00 .013 .00 .00 PIPE I I I I I I I I 152.10 9.56 1.42 1411.67 .00 3.62 .00 4.500 .000 .00 1 .0 - - - -I- -I- -I- -I- -I- -I- -I- -I- I- .0060 .41 10.65 '.00 1.56 .013 .00 .00 PIPE Int Out dim morn IMO OM MN MO OM OM OM INN MI ellt FILE: cypress.WSW ********* Station L/Elem ********* W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1382 WATER SURFACE PROFILE LISTING Date: 7-17-2008 Time: 3:44:47 Cypress Strom Drain From Tr. 16572 to Baseline Box Q100 Energy 1 Super Critica11Flow ToplHeight/ Base Wt INo Wth Grd.E1.l Elev Depth 1 Width 1Dia.-FT or I.D. ZL IPrs/Pip - -1- - - --1 -1- - - - HF ISE Dpth Froude NlNorm Dp 1 "N" X-Fall *********I******* ********I********I******* ******* 1 1 1 1 1 1 1 1392.803 1405.683 4.974 1410.657 152.10 9.56 1.42 1412.08 .00 3.62 .00 4.500 .000 - - -1- -1- -1- -1- -1- - _ -1 - -1- -1- - - HYDRAULIC JUMP Invert 1 Depth 1 Water 1 Q 1 Vel Vel Elev 1 (FT) 1 Elev 1 (CFS) 1 (FPS) Head - -1- -1- -1- _1- -1- - Ch Slope 1 I I I SF Ave ****1********1*********1*********1*******1******* I I 1 I 1. I 1' 1392.803 1405.683 2.508 1408.191. 152.10 16.69 4.33 1412.52 .00 3.62 4.47 4.500 .000 - - -I- -I- _�_ -1- -1- - - -1- - - -1- -1- - - - 3.790 .0894 .0157 .06 2.51 2.06 1.56. .013 .00 1 1 1. 1 1 1 1 1396.593 1406.022 2.606 1408.628 152.10 15.92 3.94 1412.57 .00 3.62 4.44 4.500 .000 -I- -1- -1- -1- -1- - -1- - - -1- -1- - - 3.337 .0894 .0139 .05 2.61 1.91 1.56 .013 .00 1 1 1 1 1 1 1 1399.930 1406.320 2.712 1409.032- 152.10 15.18 3.58 1412.61 .00 3.62 4.40 4.500 -.000 _ _ -1- -1- -1- -1- -1- - - -1- - -1- -1- - - - JUNCT STR .1073 .0114 .05 2.71 1.77 .013 .00 I 1 1 1 1 1 I 1404.590 1406.820 2.990 1409.810 152.10 15.10 3.54 1413.35 .00 3.61 3.48 4.000 .000 - - -1- -1- -1- -1- -1- - - -1- - - -1- -1- - - - 66.404 .0139 .0135 .90 2.99- 1.56 2.96 .013 .00 1 1 1 1 1 1 I 1 1470.994 1407.741 3.007 1410.748 152.10 15.01 3.50 1414.24 .00 3.61 3.46 4.000 .000 - -1- -1- -1- -1- -1- - - -1- -1- -1- -1- -1- 151.406 .0139 .0127 1.93 3.01 1.54 2.96 .013 .00 1 1 1 1 1 1 1 1622.400 1409.840 3.155 1412.995 152.10 14.31 3.18 1416.17 .00 3.61 3.27 4.000 .000 - - -1- -1- -1- -1- -1- - - -1- -1- - -1- -1- -1- JUNCT STR .0429 .0142 .03 3.15 1.40 .013 .00 1 1 1 I 1- 1 1 1 1 1624.730 1409.940 2.651 1412.591 142.30 16.10 4.02 1416.61 .00 3.53 3.78 4.000 .000 - - - -1- -1- -1- -1- -1- - - -1- -1- -1- -1- -1- - 40.800 .0140 .0166 .68 _ 2.65 1.86 2.80 .013 .00 1 1 1 1 1 1 1 1 1665.530 1410.510 2.608 1413.118 142.30 16.40 4.18 1417.29 .00 3.53 3.81 4.000 .000 - - -1- -1- -1- -1- -1- - - -1- -1- -1- -1- - -1- - 62.599 .0140 - .0178 1.12 2.61 1.91 2.80 .013 .00 ZR !Type Ch ***** i******* .00 1 .0 - 1- I .00 1 0 1- .00 PIPE .00 1 .0 - 1- .00 PIPE .00 1 .0 - 1- .00 PIPE .00 1 .0 1- .do PIPE .00 -1 .0 1- .00 PIPE 1 .00 1 .0 1- .00 PIPE 1 .00 1 , .0 1- .00 PIPE .00 1 .0 1- .00 PIPE FILE: cypress.WSW Station L/Elem ********* 1728.129 59.681 1787.810 JUNCT STR 1798.290 9.489 1807.779 23.138 1830.918 17.409 1848.327 13.528 1861.855 10.781 Invert Elev Ch Slope ********* 1411.385 .0140 1412.220 .0515 1412.760 .0541 1413.274 .0541 1414.526 .0541 1415.469 .0541 1416.201 .0541 1872.636 1416.784 8.682 .0541 1881.318 1417.254 7.012 .0541 W S P G W- CIVILDESIGN Version 14.03 Program Package Serial Number: 1382 WATER SURFACE PROFILE LISTING Cypress Strom Drain From Tr. 16572 to Baseline Box Q100 Depth (FT) ******** Water Elev ********* 2.525 1413.911 2.426 1414.646 1.816 1414.576 1.839 1415.113 1.911 1416.437 1.986 1417.455 2.066 1418.267 2.150 1418.935 2.239 1419.494 Q (CFS) ********* 142.30 142.30 102.30 102.30 102.30 102.30 102.30 102.30 102.30 17.85 - -I- Vel Vel I Energy (FPS) Head I Grd.El. SF Ave! HF *******1*******I********* 17.02 4.50 1418.41 .0199 1.18 4.95 1419.59 .0247 .26 20.29 6.39 1420.97 .0357 .34 1 19.97 6.19 1421.30 - -I- -1- .0329 .76 19.04 5.63 1422.07 .0290 .51 18.15 5.12 1422.57 - -1- -i- .0257 .35 17.31. 4.65 1422.92 - -I- 16.50 15.73 .0227 .24 1 4.23 1423.16 .0201 .17 3.84 1423.34 .0178 .13 Super ICriticallFlow Top Elev I Depth I Width - -I- -I- SE DpthlFroude NINorm Dp *******1********I******** .00 3.53 3.86 2.53 2.04 2.80 .00 3.53 3.91 - -I- -I- 2.43 2.20 I I .00 3.09 3.50 - -I- -I- 1.82 2.98 1.62 .00 3.09 3.50 - 71- -I- 1.84 2.91 1.62 I I .00 3.09 3.49 - -I- -I- 1.91 2.70 1.62 I I .00 3.09 3.47 - -I- -I- 1.99 2.51 1.62 .00 3.09 3.44 2.07 2.33 1.62 1 I .00 3.09 3.41 2.15 2.16 1.62 .00 3.09 3.36 - -1- -I- 2.24 1.99 1.62 PAGE 3 Date: 7-17-2008 Time: 3:44:47 Height/IBase Wt Dia.-FTlor I.D. "N" I X-Fall *******1******* 4.000 - -1- .013 4.000 .013 3.500 .013 3.500 .013 3.500 .013 3.500 -1- .013 3.500 .013 3.500 .013 3.500 -1- .013 .000 .00 .000 .00 ZL ZR .00 .00 .00 No Wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 .00 PIPE .000 .00 .00 .00 .000 .00 .00 .00 .000 .00 .00 .00 .000 .00 .00 .00 .000 .00 .00 .000 .00 .000 -1- .00 .00 .00 .00 .00 .00 1 .0 P- IPE 1 .0 PIPE 1 .0 P- IPE 1 .0 PIPE 1 .0 P- IPE 1 .0 P- IPE 1 .0 PIPE FILE: cypress.WSW W S P G W CIVILDESIGN Version 14.03 PAGE 4 Program Package Serial Number: 1382 WATER SURFACE PROFILE LISTING Date: 7-17-2008 Time: 3:44:47 Cypress Strom Drain From Tr. 16572 to Baseline Box Q100 ************************************************************************************************************************** Station L/Elem ********* 1888.330 5.611 1893.942 4.473 Invert Elev C- h Slope ********* 1417.634 .0541 1417.938 .0541 1 1898.415 1418.180 3.439 .0541 1 1901.854 1418.366 - 1- 2.476 .0541 1 1904.330 1418.500 JUNCT STR .0100 1 1912.340 1418.580 - 1- 8.934 .0177 1921.274 1418.738 - 1- -1- 3.526 .0177 I I 1924.800 1418.800 -1- -1- JUNCT STR .0000 I I 1924.810 1418.800 -1- -1- 71.404 .0152 Depth (FT) 2.334 2.437 2-.547 2.667 2.800 2.789 2.920 3.094 4.135 Water I Q I Vel Vel I Energy Elev 1 (CFS) I (FPS) Head I Grd.El. - -I- -I- -I- -I- 1 I SF Ave' HF *********I*********I*******I*******I********* Super ICriticallFlow Top Elev I Depth I Width - -I- -I- SE DpthlFroude N1Norm Dp *******I********I******** I I I I I 1419.968 102.30 15.00 3.49 1423.46 .00 3.09 3.30 - -I- -1- -1- -I- - - -I- -1- - .0159 .09 2.33 1.84 1.62 I I I - I I 1420.375 102.30 14.30 3.18 1423.55 .00 3.09 3.22 - -1- -I- -1- -I- - - -I- - -I- .0142 .06 2.44 1.69 1.62 I I I 1 1420.727 102.30 13.64 2.89 1423.61 .00 3.09 3.12 - -I- -I- -1- -I- - -I- -1- - .0127 .04 2.55 1.55 1.62 I I I I I 1421.033 102.30 13.00 2.63 1423.66 .00 3.09 2.98 - -I- -I- -I- -I- - - -1- -I- - .0114 .03 2.67 1.41 1.62 I I 1421.300 102.30 12.40 2.39 1423.69 .00 3.09 2.80 - -1- -I- - -1- -I- - - -I- -I- - .0109 .09 2.80 1.27 1 1 I I 1421.369 102.30 12.44 2.40 1423.77 .00 3.09 2.82 - -I- -I- -I -I- - - -I- -I- - .0105 .09 2.79 1.28 2.29 I I I I I 1421.658 102.30 11.93 2.21 1423.87 .00 3.09 2.60 - -I- -I- -I- -I- - - -I- -I- - .0096 .03 2.92 1.16 2.29 I- 1 1 I.I 1421.894 102.30 11.37 2.01 1423.90 .00 3.09 2.24 - -1- -I- -I- -I -I- -I- -I- - .0085 .00 3.09 1.00 I I I I I I 1422.935 88.00 9.15 1.30 1424.23 .00 2.92 .00 - -I- -I- -1- -I- -I- -1- -I-. - .0077 .55 - 4.14 .00 2.18 Height/ Dia.-FT 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 Base Wt or I.D. X-Fall ******* .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 :00 .000 .00 ******** INo Wth ZL IPrs/Pip - -I ZR 'Type Ch ***** 1******* .00 1 .0 1- .00 PIPE 1 .00 1 .0 - 1- .00 PIPE .00 1 .0 - 1- .00 PIPE .00 1 .0 1- .00 PIPE 1 .00 1 .0 I- .00 PIPE 1 .00 1 .0 I- .00 PIPE 1 .00 1 .0 1- .00 PIPE 1 .00 1 .0 1- .00 PIPE 1 .00 1 .0 .00 PIPE lime OS OM um IS Nal MI OM all ilia OM NM Om 1110 41111 FILE: cypress.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 5 Program Package Serial Number: 1382 WATER SURFACE PROFILE LISTING Date: 7-17-2008 Time: 3:44:47 Cypress Strom Drain From Tr. 16572 to Baseline Box Q100 ************************************************************************************************************************** ******** Invert Station Elev L/Elem Ch Slope ********* ********* 1996.214 1419.885 HYDRAULIC JUMP. 1996.214 1419.885 24.772 .0152 2020.986 1420.261 44.408 .0152 1 2065.395 1420.936 24.835 .0152 2090.230 1421.314 14.608 .0152 1 2104.838 1421.536 - 1- 7.701 .0152 2112.539 1421.653 - 1- - 2.451 .0152. 2114.990 1421.690 JUNCT STR .0000 2115.000 1421.690 - 1- -I- 37.049 .0150 Depth (FT) ******** 3.596 2.286 2.312 2.413 2.521 2.638 2.768 2.915 3.857 Water I Q Elev I (CFS) 1423.481 88.00 1 1422.172 -1- 1 1422.574 - -1- 88.00 Vel Vel I Energy Super ICriticallFlow ToplHeight/IBase WtI (FPS) Head I Grd.El. Elev I Depth I Width IDia.-FTIor I.D.I ZL - -I- -I- - - -I-. -I- -I- -I- -I- - SF Ave' HF SE DpthlFroude NINorm Dp I "N" I X-Fa11l ZR *******I*******1****************1********I********I*******I*******I***** 9.15 1.30 1424.76 - -I- -I- i 13.22 2.71 1424.88 - -1- -I- .0130 .32 88.00 13.05 2.64 1425.22 - I- -I- -I- .0121 .54 I I I 1423.349 88.00 12.44 2.40 1425.75 1 I I I. .00 2.92 .00 3.500 .000 .00 - -I- -1- -I- -I- -I- -1- -1- -I- -I- -1- .0108 .27 I I I I 1423.835 88.00 11.86 2.18 1426.02 - -I- -I- -I- -I- -I- .0096 .14 I I 1424.174 88.00 11.31 1.99 1426.16 -I- -I- -I- 1424.421 - -I- I 1424.605 1425.547 - _1_ 75.60 -1- -1- .0086. .07 I I 88.00 10.78 1.81 1426.23 - 1- -I- -I- -1- .0078 .02 88.00 10.28 1.64 1426.24 - 1- -I- -I- -I- .0065 .00 I I 1 7.86 .96 1426.51 - I- -I- -I- -I- .0056 .21 I I I 1 I .00 2.92 3.33 3.500 .000 .00 - I- -I- -I- -I- -I- 2.29 1.65 2.18 .013 .00 .00 I I I I I .00 2.92 3.31 3.500 .000 .00 - I- -I- -I- -I- -1- 2.31 1.61 2.18 .013 .00 .00 I I I I I .00 2.92 3.24 3.500 .000 .00 - 1- -I- -I- -I- -I- 2.41 1.48 2.18 .013 .00 .00 I I I I I .00 2.92 3.14 3.500 .000 .00 - I- -I- -I- -I- -I- 2.52 1.36 2.18 .013 .00 .00 I I I I I .00 2.92 3.02 3.500 .000 .00 - 1- -I- -I -I- -I- 2.64 1.24 2.18 .013 .00 .00 I I I - I I .00 2.92 2.85 3.500 .000 .00 - 1- -I- -I- -I- -I- 2.77 1.12 2.18 .013 .00 .00 I .00 2.92 2.61 3.500 .000 .00 -I- -1- -I- -I- -I- 2.92 1.00 .013 .00 .00 I .00 2.72 .00 3.500 .000 .00 -I- -I- -1-. -I- -I- 3.86 .00 1.98 .013 .00 .00 No Wth Prs/Pip Type Ch ******* 1 .0 1 0 PIPE 1 .0 PIPE 1 .0 P- IPE 1 .0 PIPE 1 .0 PIPE 1 .0 P- IPE 1 .0 P- IPE 1 .0 PIPE 0111 OM MI MO NM PO a. MI PIO IOW OM OM MIII Nil NI 4111111 1111111 FILE: cypress.WSW W S P G W- CIVILDESIGN Version 14.03 Program Package Serial Number: 1382 WATER SURFACE PROFILE LISTING Cypress Strom Drain From Tr. 16572 to Baseline Box Q100 ************************************************************************** Station L/Elem ********* Invert Elev Ch Slope ********* 2152.049 1422.245 HYDRAULIC JUMP 2152.049 56.966 2209.015 36.491 2245.506 21.246 2266.752 13.248 1422.245 .0150 1423.097 .0150 1423.644 .0150 1423.962 .0150 Depth (FT) ******** 3.511 2.057 2.122 2.209 2.303 2280.000 1424.160 2.403 JUNCT STR .0187 2284.800 1424.250 1.755 137.814 .0171 I 2422.614 1426.605 1.755 197.121 .0171 2619.735 1429.974 1.766 139.605 . .0171 Water I Q Vel Vel Elev I (CFS) (FPS) Head - -I - - -I-: - I SF Ave *********I********* *******I******* I • 1425.756 -I- I 1424.301 1425.219 1425.853 1426.265 1426.563 -I- I 1426.005 1428.361 1431.740 75.60 75.60 75.60 75.60 75.60 75.60 66.10 66.10 66.10 7.86 Energy Grd.E1. HF ********* .96 1426.71 12.86 2.57 .0127_ 12.39 2.38 - -I- - .0114 11.81 2.17 - -I- - .0101 11.26 1.97 - -I- - .0090 10.74 1.79 .0128 13.69 - -I- 2.91 .0171 13.69 2.91 - -I- - .0169 13.57 2.86 .0157 1426.87 73 1427.60 .42 1428.02 .22 1428.23 .12 PAGE 6 Date: 7-17-2008 Time: 3:44:47 ******************************************** ******** Super ICriticallFlow ToplHeight/ Elev I Depth I Width IDia.-FT - -I- -I- -1- - SE DpthlFroude NlNorm Dp 1 "N" *******1********1********I***** -1- 1428.35 .06 - l 1428.91 I I I .00 2.72 .00 3.500 .00. 2.72 3.45. 3.500 2.06 1.74 - 1.98 .013 1 1 .00 2.72 3.42 3.500 -I- -I- -I- - 2.12 1.63 1.98 .013 .00 2.72 3.38 3.500 2.21 1.51 1.98 .013 .00 2.72 3.32 3.500 2.30 1.40 1.98 ' .013 I I I .00 2.72 3.25 3.500 2.40 1.28 .013 1 .00 2.55 3.50 3.500 * 2.36 1.76 2.05 1.76 .013 I I 1431.27 .00 2.55 3.50 3.500 3.33 1.76 2.05 1.76 .013 I I I I 1434.60 .00 2.55 3.50 3.500 -1- -I -I- -I- - 2.19 1.77 2.03 - 1.76 .013 Base Wt 'No Wth or I.D. ZL IPrs/Pip X-Fall ZR 'Type Ch ******* ***** I******* .000 .00 1 .0 .000 .00 1 .0 - .00 .00 PIPE .000 .00 1 .0 .00 .00 PIPE .000 .00 1 .0 .00 .00 PIPE .000 .00 1 .0 -- 1_ .00 .00 PIPE .000 .00 1 .0 .00 .00 PIPE .000 .00 1 .0 .00 .00 PIPE .000 .00 1 .0 .00 .00 PIPE .000 .00 1 .0 .00 .00 PIPE FILE: cypress.WSW W S P G W- CIVILDESIGN Version 14.03 Program Package Serial Number: 1382 WATER SURFACE PROFILE LISTING PAGE Date: 7-17-2008 Time: 3:44:47 Cypress Strom Drain From Tr. 16572 to Baseline Box Q100. ************************************************************************************************************************** ******** Station L/Elem ********* 2759.340 JUNCT STR 2768.340 13.702 2782.042 125.358 2907.399 113.033 3020.432 36.258 3056.690 20.125 3076.816 13.249 3090.064 9.250 3099.315 6.773 Invert Elev Ch Slope ********* 1432.360 .0644 1432.940 .0171 1433.174 .0171 1435.317 .0171 1437.248 .0171. 1437.868 .0171 1438.212 .0171 1438.438 .0171 1438.597 .0171 Depth (FT) ******** Water Elev ********* 1.835 1434.195 1.050 1433.990 1.050 1434.224 1.051 1436.368 1.087 1438.336 1.124 1438.992 1.163 1439.375 - -1- 1.203 1439.642 - -1- 1 1.245 1439.842 - -1- Q (CFS) ********* 66.10 30.70 30.70 30.70 30.70 30.70 30.70 30.70 30.70 Vel Vel 1 Energy (FPS) Head I Grd.El. - -1- -I- SF Ave! HF Super ICritical1Flow Top Elev I Depth I Width - -I- -1- - SE DpthlFroude NINorm Dp Height/IBase Wtl Dia.-FTlor I.D.I ZL "N" 1 X-Falll ZR *******1*******I********* *******I********I******** *******I*******I***** I I I I 12.94 2.60 1436.80. .00 2.55 3.50 3.500 .000 .00 - -I- -I- - - -I- -I- - - -I- -I- .0227 .20 1.83 1.89 .013 .00 .00 I I I I 10.88 1.84 1435.83 .00 1.59 3.81 4.500 .000 .00 - -I- -I- - - -I- -I- - - -I-_ -1- .0171 .23 1.05 2.23 1.05 .013 .00 .00 1 10.88 1.84 1436.06 .00 - 1.59 3.81 4.500 .000 .00 - -I- -I- -I- -1- -I- - - -I- -I- .0170 2.14 1.05 2.23 1.05 .013 .00 .00 I 1 I I I 10.87 1.83 1438.20 .00 1.59 3.81 4.500 .000 .00 - -I- -I- -I- -I- -I- - - -1= -I- .0159 1.80 1.05 2.22 1.05 .013 - .00 .00 I I I I 10.36 1.67 1440.00 .00 1.59. 3.85 4.500 .000 .00 - -I- -I- -I- -I- -I- - - -I- -I- .0139 .51 1.09 2.08 1.05 .013 .00 .00 I I I I 9.88 1.51 1440.51 .00 1.59 3.90 4.500 .000 .00 - -I- -I- -I- -I- -I- - - -I- -1- .0122 .25 1.12 1.95 1.05 .013 .00 .00 1 1 I I I I 9.42 1.38 1440.75 .00 1.59 3.94 4.500 .000 .00 - -1- -I- -I- -1- -1- - - -I- -I- .0107 .14 1.16 1.82 1.05 .013 .00 .00 I I I I I•I 8.98 1.25 1440.89 .00 1.59 3.98 4.500 .000 .00 - -I- -1- -I- -I- -1 - - -i- -I- .0093 .09 1.20 1.71 1.05 .013 .00 .00 I 8.56 1.14 1440.98 .00 1.59 4.03 4.500 .000 .00 - -I- -I- -I- -I- -I- -I- -I- -1 .0082 .06 1.25 1.60 1.05 .013 .00 .00 No Wth Prs/Pip Type Ch 1 .0 . PIPE 1 .0 P- IPE 1 .0 P- IPE 1 .0 P- IPE 1 .0 P- IPE 1 .0 P- IPE 1 .0 P- IPE 1 .0 P- IPE 1 .0 PIPE IN IWO MI MIN MO Oa ON MO INS OM NM all OM FILE: cypress.WSW ******* Station Invert Elev L/Elem. ICh Slope` 3106.087 1438.712 - 1- 4.932 .0171 1 3111.020 1438.797 - 1- - 3.646 .0171 W S P G W- CIVILDESIGN Version 14.03 Program Package Serial Number: 1382 WATER SURFACE PROFILE LISTING Cypress Strom Drain From Tr. 16572 to Baseline Box Q100 Depth (FT) Water I Q Elev I (CFS) ******** *********1********* Vel Vel (FPS) Head SF Ave *******1******* Energy Grd.E1. HF - ********* 1.288 1440.000 30.70 8.16 1.03 1441.04 -I- -I- - - -I- - - - .0071 .04 I I 1.333 1440.130 30.70 7.78 .94 1441.07 - -I- -I- - - -1- - - - .0063 .02 I I I 3114.666 1438.859 1.379 1440.238 30.70 7.42 .86 - 1- - - -I- -1- -I- -I- - 2.474 .0171 .0055 I I I I 3117.140 1438.901 1.428 1440.329 30.70 7.08 .78 1441.11 -I- -I- -1- -1- -I -I- - - - 1.681 .0171 .0048 .01 I I I I I 3118.822 1438.930 1.478 1440.408 30.70 6.75 .71 1441.11 - 1- -I- -I- -I- -I- -I- - - - .873 .0171 .0042 .00 I I I I I 3119.694 1438.945 1.531 1440.476 30.70 6.43 .64 1441.12 -I- -I- -1- -I- -I- -1- -I- - .306 .0171 .0037 .00 I I I I I 3120.000 1438.950 1.586 1440.536 30.70 6.13 .58 1441.12 - I- -1- -I- -1- -1- -I- -I- - - JUNCT STR .0167 .0020 .01 I I I I I I I 3124.800 1439.030 2.357 1441.387 15.35 2.58 .10 1441.49 6.055 .0171 I I I I 3130.855 1439.134 2.247 1441.381 -I- -I- -I- -I- 5.335 .0171 1441.09 .01 -I- -I- -I- -I- .0006 .00 I I 15.35 2.70 .11 1441.49 -1- -1- -1- -1- .0007 .00 Super ICriticalIFlow Top Elev 1 Depth 1 Width - -I- -I - SE DpthlFroude NINorm Dp 1 1. .00 1.59 4.07 1.29 1.50 1.05 1 .00 1.59 4.11 - -I- -I- 1.33 1.40 1.05 1 1 .00 1.59 4.15 -I- -I- 1.38 1.31 1.05 I I .00 1.59 4.19 - -I- -I- 1.43 1.23 1.05 1 .00 1.59 4.23 1.48 1.15 1.05 .00 1.59 4.26 1.53 1.07 1.05 .00 1.59 4.30 1.59 1.00 1 .00 1.25 2.46 2.36 .29 .00 1.25 2.60 2.25 .32 PAGE 8 Date: 7-17-2008 Time: 3:44:47 Height/IBase WtI INo Wth Dia.-FTIor I.D.I ZL IPrs/Pip - -1- -I- -I "N" 1 X-Fall) ZR [Type Ch *******1*******1***** I******* 4.500 .000 .00 1 .0 -I- -1- 1- .013 .00 .00 PIPE 4.500 .000 .00 1 .0 - -1- -1- 1- .013 .00 .00 PIPE 4.500 .000 .00 1 .0 - -I- -1-. 1- .013 .00 .00 PIPE 1 4.500 .000 .00 1 .0 -I- -I- 1- .013 .00 .00 PIPE I I I 4.500 .000 .00 1 .0 - -I- -I- 1- .013 .00 .00 PIPE 1 4.500 .000 .00 1 .0 - -I- -I- 1- .013 .00 .00 PIPE 4.500 .000 .00 1 .0 -1- 1- .013 .00 .00 PIPE I I I 3.000 .000 .00 1 •.0 - -I- -1- 1- .85 .013 .00 .00 PIPE I I 1 3.000 .000 .00 1 .0 - - -I -I- 1- .85 .013 .00 .00 PIPE tIN M PM lip lip al olio OM MIS PM NIB M MI WM e Oil FILE: cypress.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 9 Program Package Serial Number: 1382 WATER SURFACE PROFILE LISTING Date: 7-17-2008 Time: 3:44:47 Cypress Strom Drain From Tr. 16572 to Baseline Box Q100 ************************************************************************************************************************** ******** Station L/Elem ********* 3136.190 3.810 Invert Elev Ch Slope ********* 1439.225 .0171 3140.000 1439.290 WALL ENTRANCE 3140.000 1439.290 Depth I Water (FT) I Elev 2.148 1441.373 - -I- - 2.076 1441.366 . I 2.315 1441.605 (CFS) ********* 15.35 15.35 15.35 Vel Vel I Energy (FPS) Head I Grd.E1. SF Ave! HF *******I*******1********* 2.83 .12 1441.50 .0007 .00 2.94 .13 1441.50 .66 .01 1441.61 - -I- -I- - Super ICriticalIFlow ToplHeight/ Base Wtl INo Wth Elev I Depth I Width IDia.-FT or I.D.I ZL IPrs/Pip - -I- -I- -1- - - -1- -I SE DpthlFroude NlNorm Dp I "N" X-Fall) ZR IType Ch *******1********1********I******* *******I***** I******* I I I .00 1.25 2.71 3.000 .000 .00 1 .0 - -I -I- -1- -I- -I- I- 2.15 .35 .85 .013 .00 .00 PIPE I• .00 1.25 2.77 3.000 .000 .00 1 .0 - -I -I-' -I- . -I- -I- I- I I I I 1 I .00 .42 10.00 4.500 10.000 .00 0 .0 - -I- -I- -1- -1- -I- I- THIS MAP IS FOR THE PURPOSE OF. AD VALOREM TAXATION ONLY. 34 134 Tract No. 16383, M.B. 324/80-82 01. Ctz m6 99.83 V- 71.98 8 5.85 100 3 100 Lot C 54 cn 1.0 .0.85 Lot A 52 30 30 74.01 / I —(,.�y/�' 74.13 9 CV 59 10 CV 11 59 59 12 12 63.92 13 50.99 32I 32' -R I-N E R G LE N- - - -L A-N o _ - 45.06 33 - 33 58 55 34 35 34 35 55 55 36 55 55.75 37 37 0 45.22 113 I 155.22 / O 0 7• 32 32 106.50 38 38 222.25 31 31 0l 39 100 39 CI 30 2 40 100 29 29 41 41 28 28 2I 42 42 100 I 100 27 ` 87.01 January 2007 RU Traci No. 17460, M.B. 324/83-85 4 100 14 14 100 T5 15 16 100 17 17 • 104.93 126.45 19 167.28 20 53.82 �— — BREE-Z-' 321 32 LL, 43 43 86.99 -Lk-NE-7-7; 39 . ti 53.83 26 66.29 60 21 60 60 25 186.29 241.60 22 City of Fontana Tax Rate Area 10041 0240— 4 7 Ptn. S.W. 1/4, Sec. 31 T.1N., R.5W. 60 46 59 5 71 47 60 60 6 60 48 7 49 8 60 50 50 60 60 63 9 60 Assessor's Map Book 0240 Page 47 San Bernardino County (53 Lot B� 51 N O 51 52.12 40 64 Lot A 53 Lot B. 34 34 1"=100' REVISED 08/30/07 RM 10/10/07 LH 0=-17.8 CFS 4 -13.6 CFS TRACT 16563 �— 3-4 26 _ Ono -36.6 CFS Q,o-272 CFS -__-- ono -29.9 CFS Os-225 CAS GRAPHIC SCALE (IN FEET ) 1 inch = 100 ft TIN, tJV. fp4coo 0E046 CFS -.__._--- Os-28 CFS 1435.6 FS Ono -23.9 CFS O. -18.3 CFS 1424A 11W. o no-75.6 CFS 0 25-56.4 CFS w ety STREET 1425.8 FS Ono -5.3 CFS ooe -4.1 CFS 1418.5 MJ'. ono -1221 CFS o„ -918 CFS 14tt3 MI. Ono-1521CFS 025 -114.1 CFS 14052 W.®ono -173.5 CFS Q ffi -130.0 CFS 1399.6 MN. C) no-2002 CFS 0 ffi -149.9 CFS LEGEND: INDICATES DRAINAGE FI. CMP RISER DWELLING UNITS PER ACRE \2.n 348} LINEAL FEET OF FLOW ACREAGE (AC) — COMMERCIAL LINEAL FEET OF FLOW ACREAGE (AC) — DWELLING UNITS P ACREAGE (AC) WALNUT ST TRACT 16577 O co tucc PISMOVAY 14350 FN. ha Oro -66.1 CFS O. -49.7CFS 0.-97CFS 0 no-127 CF3 0no-13.3 as 0„-101 CFS STONECREEK DRIVE ALBANY WAY BASELINE AVENUE ER ACRE 3-4 12 160 14242 Ono -13.0 CFS 025-9.8CFS SCHOOL ACREAGE (AC) INDICATES ELEVATION INDICATES HYDROLOGY NODE WATERSHED BOUNDARY FUTURE BASELINE BOX PROPOSED STORM DRAIN PROPOSED CATCH BASIN AND JUNCTION STRUCTURE BIDWELL L-ANE---- CYPRESS AVENUE ULTIMATE CONDITION PROPOSED HYDROLOGY MAP Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 DATE: MARCH, 2004 DRAWN BY: RCJ DESIGN BY: El JOB NO. 159.16.01 of nr nnrr. a_oo_nA on, MADWG\ 1en. 6\ENRTLEMENT\EXIBRS\FlNAL CYPRESSSD.dwg