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Cypress Ave Overcrossing
Vol Alm low ew Six an a Sim ft iir Interstate -10 / Cypress Avenue Overcrossine Project 100% Drainage Report 100% DRAINAGE REPORT FOR THE CYPRESS AVENUE OVERCROSSING PROJECT AT INTERSTATE -10 Prepared For: City of Fontana/ Caltrans Prepared By: Parsons 2201 Dupont Drive, Suite 200 Irvine, CA 92612 PARSONS March 2008 Eft COW No. 4M Exp. 121310 March 2008 rf� CD March 2008 rf� STATE OF CALIFORNIA BUSINESS TRANSPORTATION AND HOUSING AGENCY ARNOLD SCHWARMNEGGER. Governor DEPARTMENT OF TRANSPORTATION PROGRAM PROJECT MANAGEMENT (MS 1229) mr 464 WEST 4TH STREET, 6TH FLOOR SAN BERNARDINO, CA 92401-1400 PHONE (909) 659-7483 Flex your power! FAX (909) 383-6938 Be energy efficient! TTY (909) 383-6300 err April 15, 2007 r Mr. Paul Balbach File: 08-SBd-10 PM 15.73 Strategic Transportation Engineering Manager I-10/ Cypress Avenue City of Fontana New Overcrossing 8353 Sierra Avenue 08-224-467701 Fontana, CA 92335 Dear Mr. Balbach: Approval of Final Drainage Report The District has reviewed the Final Drainage Report, date stamped, March 20, 2008. This letter serves as District notification of approval to the said Final Drainage Report for the Interstate 10/Cypress Avenue overcrossing project in the City of Fontana, County of San Bernardino. We have enclosed a copy of the approved report for your files. Sincerely, MARK LANCASTER Project Manager Program Project Management Attachment c: CGarcia, Design Oversight, MS 1164 0" David Speirs,'Project Manager, PARSONS it Andy Cheah, Civil Engineering Lead, PARSONS File No IN E fir w "Caltrans improves mobility across California" rri Interstate40 /Cypress Avenue Overcressing Prefect 900% Drainage Report TABLE OF CONTENTS 1.0 INTRODUCTION 2.0 OVERALL DRAINAGE SYSTEM 3.0 HYDROLOGIC ANALYSIS 4.0 HYDRAULIC DESIGN 5.0 SUMMARY SECTIONS APPENDICES APPENDIX A — Hydrology/Hydraulic Calculations APPENDIX B — Cypress Overcrossing Existing Drainage Areas APPENDIX C — Cypress Overcrossing Post Project Drainage Areas APPENDIX D — Drainage Plans and Profiles APPENDIX E —1-10 Channel Capacity Report (Excerpts) o. IN •• PARSONS March 2008 �1. Interstate -10 / dress Avenue OYercressine Project 100% Drainage Report 1.0 INTRODUCTION The City of Fontana (City) in cooperation with the California Department of Transportation (Caltrans) proposes to construct a bridge over Interstate -10 (I-10) at Cypress Avenue in an effort to improve traffic flow. Improvements proposed by this project include bridge construction, road widening north and south of the freeway and retaining wall construction. Flows from the site will enter an existing flood control channel referred to as the I-10 Channel which conveys flow westward along the north side of the freeway. The I-10 Channel is an existing concrete -lined trapezoidal channel and is aligned underneath the proposed overcrossing. The City of Fontana has proposed improvements to this channel in the future as part of their Master Storm Drainage Plan. The channel improvements include reconstruction of the channel as a larger concrete -lined rectangular channel. This channel will be improved (within project limits) as part of the Cypress Avenue Overcrossing Project. Channel improvements will include reconfiguration of the trapezoidal channel to a rectangular channel with transitions to the existing channel both upstream and downstream of the project limits. Flows entering the I-10 Channel are conveyed downstream to Day Creek which conveys flow south to Reach 3 of the Santa Ana River. As shown in Figure 1, the project is located within the Upper Santa Ana Valley Watershed, tributary to Reach 3 of the Santa Ana River in what is referred to as the Chino Hydrologic Sub -Area. This report presents the methodology and results of the drainage analysis for the Cypress Avenue Overcrossing Project. Figure 1: Project Location and Watershed Characteristics PARSONS March 2008 Interstate -10 / Cypress Avenue Overcrossina Project 100% Drainage Report 2.0 OVERALL DRAINAGE SYSTEM In general, the roadway and adjacent sidewalks and landscaping drain to the curb and gutter for areas within the right of way limits. Areas outside the right of way drain away from the road. Drainage calculations indicate that 2 deck drains will be needed along each side of the bridge. The deck drains will outlet to the proposed on-site drainage system as shown in the drawings in Appendix D. The on-site drainage systems convey the flow to proposed drainage systems north and south of the bridge. The system north of the bridge will route the flow to a biofiltration swale for stormwater treatment prior to discharging to the offsite system. The drainage facilities are designed to accommodate a 25 -year return frequency storm and inlets are spaced and sized to prevent flow over the curb. The off-site system north of I-10 consists of a drainage channel conveying flow from north of the freeway westward to Day Creek as discussed previously. A 54" RCP storm drain mainline has been proposed for conveyance of off-site storm flows down Cypress, southerly to the I-10 Channel. Hydrologic calculations for this off-site system (including the I-10 channel) are included in the "I-10 Channel Capacity Report, 30% Design" (Boyle, 2003). South of I-10, flows are routed to a 42" storm drain proposed as part of the City of Fontana Storm Drain Master Plan. 3.0 HYDROLOGIC ANALYSIS The on-site hydrology is analyzed using the Rational Method as required by Caltrans for drainage areas less than 160 acres in size. The 5 -minute time of concentration rainfall intensity is estimated from site specific precipitation gages within the project vicinity using FHWA's Hydrain program which incorporates a statewide database of gages and produces an intensity duration frequency curve from gage data as shown in Appendix A. Times of concentration lower than 5 minutes are increased to equal 5 minutes. All times of concentration for on-site drainage areas are less than 5 minutes. Hence, the 25 -year 5 -minute rainfall intensity estimated at 81 mm/hr (3.2 inches per hour) is used for the on-site drainage design. The runoff coefficient (C value) is selected from Caltrans design guidelines which uses a C -factor of 0.95 for asphalt paving and 0.4 to 0.6 for vegetated surfaces, depending on slope. The rational method formula is given below: Q = C*I*A where Q = the peak discharge in cfs, C = runoff coefficient, I = the average rainfall intensity, in inches/hour (in/hr) for the selected rainfall return period, A = the contributing drainage area in acres. 4.0 HYDRAULIC DESIGN On -Site: The proposed inlets used along Cypress Avenue will be City of Fontana standard curb opening inlets (consistent with the existing inlets located along Cypress Avenue). Calculations regarding interception capacities of these inlets are provided in Appendix A. Inlets are placed and sized to prevent flow depths greater than curb height (6'� for the 25 -year storm event flow. The bridge will require a total of 4 deck drains. Beyond the bridge, 6 curb -opening inlets are placed along Cypress to the south and 8 curb -opening inlets are placed along Cypress to the north. Two curb -opening inlets are placed along Valley Boulevard and along Slover Ave, capturing flows from the east. PARSONS March 2008 Interstate40 / Cypress Avenue Overcrossin9 Project 100% Drainage Report Minimum pipe size for storm drains is 18 inches per Caltrans and City standards. Desirable "self cleaning" velocity is 3 feet per sec (fps) flowing full. The absolute minimum velocity flowing full is 2 fps. Hydraulic routing for the drainage system (for 25 -year return period flows) is provided in Appendix A. As noted previously, north of the Freeway, a 54" RCP storm drain is proposed along Cypress Avenue to convey flows from the north as per the City of Fontana Storm Drain Master Plan. Pipeline and ditch sizing is performed using Manning's equation with a roughness coefficient of 0.013 for concrete pipe and 0.15 for concrete ditches. The procedures outlined on pages 22 and 23 of Hydraulic Engineering Circular No. 12 (HEC -12), published by the Federal Highway Administration were used to calculate flooded width and flow depth in the roadway shoulders. The flooded width is based on Equation (4) on page 22: where: T=[Qn / 0.56(S.)1.67(S)0.51 0.375 Q = Total Flow (cfs) S, = Cross Slope S = Longitudinal Slope Inlet capacity calculations are also based on equations found in project will be curb opening and grated inlets at sump conditions. calculated by the weir equation as follows: Curb Opening Inlet: Grated Inlet: where: C„, = Weir Coefficient = 2.3 W = Width of Gutter Depression L = Length of curb opening d = Depth of flow Q = CwPdi.s where: C„, = Weir Coefficient = 3.0 P = Perimeter of grate, ft d = Depth of flow HEC -12. Two proposed inlets for this Inlet capacities for these inlets were The equation for curb opening inlets at grade was calculated using the following equation: L = .076Q.42S.3/(nSX).6 where: L = Length of curb opening for total interception Off -Site: The City's proposed improvements for the I-10 channel include reconstruction of the trapezoidal channel as a larger concrete -lined rectangular channel. This channel will be improved (within project limits) as part of the Cypress Avenue Overcrossing Project. Channel improvements will include reconfiguration of the trapezoidal channel to a 16' wide x 8' high rectangular channel with transitions to the existing channel both upstream and downstream of the project limits. The 54" RCP storm drain aligned along Cypress Avenue will outlet into the channel in the vicinity of the overcrossing as shown in the City of Fontana Storm Water Master Plan and in the I-10 Channel Capacity Report. The 100 -year flood flow is approximately 550 cfs at this location resulting in flow depths and velocities of approximately 6 ft and 6 fps, respectively (I-10 Channel Capacity Report, 2003). This flow rate was PARSONS March 2008 Interstate40 / Cypress Avenue Overcrossin9 Project 100% Drainare Report computed using AES software assuming fully developed conditions in the watershed. The estimated 100 - year storm flow for the 54" RCP is 198 cfs (Boyle, 2003). 5.0 SUN[N ARY The drainage design for the bridge includes a total of 4 deck drainage inlets with runoff routed through a storm drain network that conveys flow to water pollution control BMPs prior to outleting into the off-site systems. Proposed deck drains will be per Type D-1, Caltrans Standard CTSP B7-6. A total of 18 curb - opening inlets are proposed for the on-site system beyond the limits of the bridge. These inlets will be per City of Fontana standard plans. Hydrology and hydraulic calculations can be found in Appendix A. Drainage drawings can be found in Appendix D. PARSONS March 2008 Interstate -10 / Cypress Avenue Overcrossin9 Project 100% Drainage Report APPENDIX A Hydrology/Hydraulic Calculations PARSONS March 2008 Interstate -10 / C"ress Avenue Overcrossing PrWect 100% Drainave Report *************** HYDRO - Version 6.1 *********** * HEC19 / Design Event vs Return Period Program * Date of Run: 04-06-2007 IDF Curve From State Database --- Input File: C:\HYDRO\CYPRESS.HDO IDF FONTANA === IDF CURVE Option Selected ... LOC 34 04 117 27 --- The Latitude is 34 degrees, 4 minutes. --- The Longitude is 117 degrees, 27 minutes. RPD 25 --- The Selected Return Period is 25 years. CAL RAIN.ASC === File Read from Intermediate Directory: RAIN.ASC --- The Following station(s) will Be used in Determining the sites Intensity: Station ID Elev. (m) Lat/Long (dec. deg.) Distance from site (km) Y013117000 402 34.106 117.427 4.710 Y015706001 252 34.028 117.532 8.592 Y012895000 423 34.125 117.525 9.126 Y017469001 243 34.003 117.378 9.382 ------------------------------------ IDF Curve for various Return Periods ------------------------------------ Intensities (mm/h) Duration 25 Yr 2 Yr 10 Yr 50 Yr 100 Yr 10000 Yr 5 min------------.= 3.------5-------- 65.--------92.-------103.-------173.--- 10 min 25. 47. 66. 74. 125. 15 min 48. 21. 39. 55. 61. 103. 30 min 35. 15. 28. 40. 44. 75. 60 min 25. 11. 20. 29. 32. 54. 120 min 18. 8. 15. `21. 23. 39. 4 h 13. 6. 11. 15. 17. 28. 8 h 10. 4. 8. 11. 12. 20. 16 h 7. 3. 6. 8. 9. 15. 24 h 6. 2. S. 6. 7. 12. ----------------------------------------------------------------------------- FONTANA Intensity Curve for 25 Year Return Period Rainfall Intensity (mm/h) versus Duration (h) 81.*................................................................... * 0-66 ................................................................ . 6.00 12.00 18.00 24.00 PARSONS March 2008 Interstate -10 / Cypress Avenue Overcrossing Project 100% Drainage Report DRAINAGE BASIN AREA SUMMARY XISTING CONDITIO SUB- BASIN No. AREA A AREA A) AREA CLASSIFICATION C RUNOFF CA Q25 I Q PAVED SURFACE VEGETATED SLOPE 10-30% 5-10% <5% (C=0.95) (C=0.55) (C=0.45) (C=0.40) Ac Ac % Ac (%)(Ac % (% Ac % Ac (in/hr. (cfs A 39.377 3.225 8.2 0.000 0.0 0.000 0.0 36.152 91.8 0.45 17.52 3.2 56.1 B 13.175 0.991 7.5 0.000 0.0 0.000 0.0 12.184 92.5 0.44 5.82 3.2 18.6 C 15.934 2.352 14.8 0.000 0.0 0.000 0.0 13.582 85.2 0.48 7.67 3.2 24.5 D 4.148 0.202 4.9 0.000 0.0 0.000 0.0 3.946 95.1 0.43 1.77 3.2 5.7 DRAINAGE BASIN AREA SUMMARY PROPOSED CONDITIO SUB- BASIN No. AREA A) AREA CLASSIFICATION C RUNOFF CA Q25 I Q PAVED SURFACE VEGETATED SLOPE 10-30% 5-10% <5% (C=0.95 (C=0.55) (C -0 .45) (C=0.40) Ac Ac % Ac % Ac % Ac % Ac in/hr.) (cfs 11d 0.136 0.136 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.13 3.2 0.4 12b'.2 58.780 58.780 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 55.84 1.7 94.9 Ila' 7.306 1.013 13.9 0.000 0.0 0.000 0.0 6.293 86.1 0.48 3.48 3.2 11.1 10b' 0.154 0.154 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.15 3.2 0.5 9b 0.797 0.797 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.76 32 2.4 9d 0.180 0.180 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.17 3.2 0.5 8i 0.912 0.912 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.87 3.2 2.8 6a 0.291 0.291 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.28 3.2 0.9 6d 0.281 0.281 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.27 3.2 0.9 7e 0.273 0.273 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.26 3.2 0.8 7c 0273 0.273 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.26 3.2 0.8 PARSONS March 2008 Interstate -10 / Caress Avenue Overcrossing Project 100% Drainage Report DRAINAGE BASIN AREA SUMMARY(PROPOSED CONDTTIO Continued 16b 0.221 0.221 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.21 3.2 0.7 14b 0.148 0.148 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.14 3.2 0.4 17b 0.221 0.221 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.21 3.2 0.7 15b 0.148 0.148 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.14 3.2 0.4 3d 0.713 0.713 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.68 3.2 2.2 3g 5.417 0.707 13.1 0.750 13.8 0.000 0.0 3.960 73.1 0.49 2.67 3.2 8.5 3b 0.288 0.288 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.27 3.2 0.9 2b 0.756 0.756 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.72 3.2 2.3 1 b 0.411 0.411 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.39 3.2 1.2 19b 13.431 0.514 3.8 0.000 0.0 0.000 0.0 12.917 96.2 0.42 5.66 3.2 18.1 4d 0.344 0.344 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.33 3.2 1.0 4b 0.190 0.190 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.18 3.2 0.6 2d 4.494 0.197 4.4 0.800 17.8 0.000 0.0 3.497 77.8 0.45 2.03 3.2 6.5 8c 0.517 0.000 0.0 0.428 82.8 0.000 0.0 0.089 17.2 0.52 0.27 3.2 0.9 1. Areas Taken from Exhibit "Hydrology Map Area AY from the 1-10 Channel Capacity Report (bee Appendix L) 2. For offsite area 12b, Time of Concentration was as follows: • Total Tc = Sheet Flow + Shallow Concentrated Flow + Channel Flow • Sheet Flow + Shallow Concentrated Flow = 15 minutes (see "Hydrology Map Area AY, Appendix E) • Channel Flow Estimated using the Manning's equation for flow down Valley Blvd • Input for Manning's Equation 1=2000 ft, 50:1 SS, Channel Slope =1%, Q=94.93 cfs, Mannings Coefficient 0.015 • Output : V=4.63 ft/s • Channel Flow Travel Time= Length/Velocity/60=(2000W4.63 ft/s)/(60sec/min)=7.2 min • Total Tc = 15 + 7 = 22 Minutes Per FHWA's Hydrain Intensity Duration Frequency Curve for the 25 -year 22 -minutes rainfall intensity, 1=1.7 in/hr PARSONS March 2008 Interstate -10 / Cypress Avenue Overcrossin9 Project 100% Drainage Report INLET CAPACITY TABLE PARSONS March 2008 1 PROPOSED CONDITIONS 4 Ild Curb Opening Grade 0.4 0.016 0.0091 0.020 47.5 47.9 14.00 31.45 7.5 11.8 47.9 12b Curb Opening Grade 94.9 0.016 0.0091 0.020 -47.5 47.5 14.00 31.35 7.5 11.7 47.5 Ila Curb Opening Grade 11.1 0.016 0.0020 0.020 11.1 4.00 24.27 5.8 4.0 11.1 10b Curb Opening Grade 0.5 0.016 0.0020 0.020 0.5 4.00 7.40 1.8 1.1 0.5 9b Curb Opening Sag 2.4 0.016 0.0000 0.020 2.4 4.00 13.30 3.2 2.4 9d Curb Opening Grade 0.5 0.016 0.0440 0.020 0.5 4.00 4.38 1 1.1 2.9 0.5 8i Curb Opening Sag 2.8 0.016 0.0000 0.020 2.8 4.00 14.56 3.5 2.8 6d Curb Opening Grade 0.9 0.016 0.0175 0.020 0.9 4.00 6.23 1.5 2.7 0.9 6a Curb Opening Grade 0.9 0.016 0.0175 0.020 0.9 4.00 6.15 1.5 2.6 0.9 7e Curb Opening Grade 0.8 0.016 0.0440 0.020 0.2 1.0 4.00 5.47 1.3 3.7 1.0 7c Curb Opening Grade 0.8 0.016 0.0440 0.020 0.2 1.0 4.00 5.47 1.3 3.7 1.0 16b Grate Grade 1.2x1.2 1 0.7 0.016 0.0440 0.020 0.0 0.7 2.40 4.73 1.1 3.1 0.5 A Grate Grade 1.2x1.2 0.4 0.016 0.0493 0.020 0.4 2.40 3.98 1.0 2.8 0.4 17b Grate Grade 1.2x1.2 0.7 0.016 0.0440 0.020 0.7 2.40 4.73 1.1 3.1 0.5 15b Grate Grade 1.2x1.2 0.4 0.016 0.0493 0.020 0.4 2.40 3.98 1.0 2.8 0.4 3d Curb Opening Grade 2.2 0.016 0.0493 0.020 0.1 2.2 7.00 7.25 1.7 5.4 2.2 3g Grate Sag 30 8.5 0.016 0.500 0.0 8.5 9.00 0.92 5.5 8.5 3b Curb Opening Grade 0.9 0.016 0.0493 0.020 0.9 4.00 5.11 1.2 3.6 0.9 2b Curb Opening Grade 2.3 0.016 0.0493 0.020 2.3 7.00 7.34 1.8 5.5 2.3 lb Curb nin Grade 1.2 0.016 0.0493 0.020 1.2 4.00 5.84 1.4 4.2 1.2 19b Curb Opening Grade 18.1 0.016 0.0060 0.020 18.1 7.00 23.61 5.7 6.9 18.1 4d Curb Opening Grade 1.0 0.016 0.0060 0.020 1 1.0 4.00 8.11 1.9 2.1 1.0 4b Curb Opening Grade 0.6 0.016 0.0331 0.020 0.6 4.00 4.71 1.1 2.7 0.6 2d Grate Sag 3x3 6.5 0.016 0.500 0.0 6.5 9.00 0.77 4.6 6.5 8c Grate Sag 30 0.9 0.016 0.500 9.0 9.8 9.00 1.02 6.1 9.8 PARSONS March 2008 Interstate40 / Cypress Avenue Overcrossina Prolect 100% Drainage Report INTERSTATE -10 / Cypress Avenue Overcrossing HYDRAULIC ROUTING System Q Slope Pipe Ditch Contributing Drainage Areas Diameter Size No. cfs ft/ft in 11C 47.9 0.058 24 11 d, 12b(half of this flow) 12a 47.5 0.140 24 12b(half of this area) 11b 11.1 0.093 24 1 1 a 10a 0.5 0.064 24 10b 9a 3.0 0.060 18 9b, 9d 9c 0.5 0.010 18 9d 8a 26.2 0.005 24 7c,7e, 8c, 8i,9b,9d,10b,11 a,11 d,12b,16b,17b 8d 26.2 0.005 Bioswale 7c,7e, 8c, 8i,9b,9d,10b,11 a,11 d,12b,16b,17b 8h 2.8 0.057 18 8i *8g 22.4 0.004 24 8i,9b,9d,10b,11a,11d,12b 6b 0.9 0.005 18 6a *6c 27.1 0.005 24 6d,7c,7e, 8c, 8i,9b,9d,1Ob, 11a,11d,12b,16b,17b 7d 0.8 0.033 18 7e 7b 3.0 0.207 18 7c,16b,17b,7e 13a 118.3 0.005 54 6a,6d,7c,7e,8c, 8i,9b,9d,10b,11a,11d,12b,16b,17b 13c 90.4 0.010 54 8i,9b,9d,10b,11a,11d,12b *13e 90.4 0.042 54 8i,9b,9d,10b,11a,11d,12b 13g 109.9 0.005 54 9b,9d,1Ob, 11a,11d,12b IN 106.9 0.009 54 10b,11 a,11 d,12b 13k 106.5 0.021 54 11a,11d,12b 2c 6.5 0.005 24 2d 2a 8.8 0.019 24 2b, 2d 19a 18.1 0.021 24 19b 3c 20.4 0.009 24 2b, 2d, 3d, 3g, 14b, 15b 3e 9.4 0.005 24 3g, 14b, 15b 3h 9.4 0.016 2.5' V-Conc 3g, 14b, 15b 3a 21.3 0.021 24 2b,2d,3b, 3d, 3g, 14b, 15b 18b 40.6 0.009 42 1b,2b,2d,3b, 3d, 3g, 14b, 15b,19b la 1.2 0.005 18 lb 4c 1.0 0.005 24 4d 4a 1.6 0.005 24 4b,4d * TOTAL Q AT FLOW SPLITTER = 22.4+90.4=112.8 PARSONS March 2008 Tl CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 1 T3 18" RCP SO 100.000 1075.240 1 R 175.900 1075.620 1 SH 175.900 1075.620 1 CD 1 4 1 .000 1.500 Q 1.200 .0 SYSTEM 1 1077.212 .013 1080.910 .000 .000 .000 .00 0 .000 .000 0 FILE: SYSTEMI.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 1 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-22-2007 Time:12:21:12 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 1 18" RCP I Invert I Depth I Water I 4 Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station -I- 1 Elev -I- I (FT) I -I- Elev -I- I (CFS) -I- I (FPS) Head I Grd.El.1 Elev -I- -I- I Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip L/Elem ICh Slope I I I -I- -I- I SF Avel HF ISE DpthlFroude -I- -I- NINorm Dp -I- -I- I "N" 1 X -Fall) ZR -i (Type Ch I I I i I I I 100.000 -I- 1075.240 -I- 1.972 -I- 1077.212 -I- 1.20 -I- .68 .01 1077.22 .00 I I .41 .00 I I I 1.500 .000 .00 I 1 .0 75.900 .0050 I -I- -I- -I- -I- .0001 .01 1.97 -I- -I- .00 .41 -I- -I- .013 .00 .00 1- PIPE 175.900 -I- 1075.620 -I- I 1.602 -I- I 1077.222 -I- I 1.20 -I- 1 1 1 .68 .01 1077.23 .00 -I- -I- -I- -I- 1 1 .41 .00 -I- -I- 1 1 1 1.500 .000 -I- -I- .00 1 1 .0 I- SYSTEM 2 T1 CYPRESS BRIDGE WIDENING 0 T2 DRAINAGE SYSTEM 2 T3 18" RCP SO 100.00 01078.780 1 1081.713 R 182.600 1080.330 1 .013 .000 .000 0 JX 1084.239 1080.350 3 2 .013 2.300 1093.560 .0 .000 R 1113.039 1080.490 3 .013 .000 .000 0 SH 1113.039 1080.490 3 1080.490 CD 1 4 1 .000 2.000 .000 .000 .000 .00 CD 2 4 1 .000 2.000 .000 .000 .000 .00 CD 3 4 1 .000 2.000 .000 .000 .000 .00 Q 6.500 .0 FILE: SYSTEM2.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 1 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-22-2007 Time:12:29:15 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 2 18" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I -I- Elev I -I- (FT) -I- I Elev -I- I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTlor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I -i- I I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- -I- I "N" I X -Fall) -I ZR (Type Ch I I I 100.000 I I 1078.780 2.933 -I- 1081.713 -I- 8.80 -I- 2.80 I .12 I 1081.83 .00 I 1.06 I .00 I I 2.000 I .000 .00 I 1 .0 -I- 54.083 -I- .0188 -I- -I- .0015 -I- .08 -I- 2.93 -I- .00 -I- .73 -I- .013 -I- .00 .00 1- PIPE 154.083 I I 1079.795 2.000 I 1081.795 I I 8.80 2.80 I .12 i 1081.92 .00 i 1.06 I .00 I I 2.000 I .000 .00 I 1 .0 -I- 9.949 -I- .0188 -I- -I- -I- -I- -I- .0014 -I- .01 -I- 2.00 -I- .00 -I- .73 -I- .013 -I- .00 .00 1- PIPE 164.032 I I 1079.981 1.814 I 1081.796 I I 8.80 2.94 I .13 i 1081.93 .00 I 1.06 I 1.16 I I 2.000 I .000 .00 I 1 .0 -I- 5.438 -I- .0188 -I- -I- -I- -I- -I- .0014 -I- .01 -I- 1.81 -I- .32 -I- .73 -1- .013 -I- .00 .00 1- PIPE 169.470 I I 1080.083 1.706 I 1081.790 I I 8.80 3.08 I .15 I 1081.94 .00 I 1.06 I 1.42 I I 2.000 I .000 .00 I 1 .0 4.239 .0188 .0015 .01 1.71 .38 .73 .013 .00 .00 PIPE 173.709 I I 1080.163 1.618 I 1081.781 I I 8.80 3.23 I .16 I 1081.94 .00 -I- I 1.06 I 1.57 -I- 1 I 2.000 I .000 .00 i 1 .0 -I- 3.606 -I- .0188 -I- -I- -I- -I- -I- .0016 -I- .01 1.62 -I- .43 .73 -I- .013 -I- .00 .00 1- PIPE 177.315 I I 1080.231 1.540 I 1081.771 I I 8.80 3.39 I .18 I 1081.95 .00 i 1.06 I 1.68 I I 2.000 i .000 .00 I 1 .0 -I- 3.077 -I- .0188 -I- -I- -I- -I- -I- .0018 -I- .01 -I- 1.54 -I- .48 -I- .73 -I- .013 -I- .00 .00 1- PIPE 180.392 I I 1080.288 1.470 I 1081.759 I I 8.80 3.55 I .20 I 1081.95 .00 I 1.06 I 1.77 I I 2.000 I .000 .00 I 1 .0 -I- 2.208 -I- .0188 -I- -I- -I- -i- -I- .00M -I- .00 -I- 1.47 -I- .53 -I- .73 -I- .013 -I- .00 .00 1- PIPE 182.600 I I 1080.330 1.417 I 1081.747 I I 8.80 3.70 I .21 I 1081.96 .00 I 1.06 I 1.82 I I 2.000 I .000 .00 I 1 .0 -I- JUNCT STR -I- .0000 -I- -I- -I- -I- -1- .0015 -I- 1.31 -I- 1.42 -I- .57 -I- -I- .013 -I- .00 .00 I- PIPE 1084.239 I I 1080.350 2.927 I 1083.277 I I 6.50 2.07 I .07 I 1083.34 .00 I .90 I .00 I I 2.000 I .000 .00 I 1 .0 -I- 28.800 -I- .0049 -I- -I- -I- -I- -I- .0008 -I- .02 -I- 2.93 -I- .00 -I- .89 -I- .013 -I- .00 .00 1- PIPE -I- 1113.039 -i- 1080.490 -I- 2.811 -I- 1083.301 -i- 6.50 -I- 2.07 -I- .07 -I- 1083.37 -I- .00 -I- .90 -I- .00 -I- 2.000 -I- .000 .00 1- 1 .0 0 1077.212 .000 36.500 0 1081.480 .0 .000 .000 .000 0 2.200 1078.780 1092.880 -90.0 .0 .000 .000 90.000 0 1083.170 .00 .00 .00 .00 .00 .00 SYSTEM 3 T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 3 T3 24" RCP SO 100.000 1075.250 1 R 149.800 1076.310 1 .013 JX 152.800 1076.330 3 2 .013 .900 R 427.700 1078.760 3 .013 JX 430.700 1078.780 6 4 5.013 8.800 R 458.000 1078.920 6 .013 SH 458.000 1078.920 6 CD 1 4 1 .000 2.000 .000 .000 .000 CD 2 4 1 .000 2.000 .000 .000 .000 CD 3 4 1 .000 2.000 .000 .000 .000 CD 4 4 1 .000 1.500 .000 .000 .000 CD 5 4 1 .000 2.000 .000 .000 .000 CD 6 4 1 .000 2.000 .000 .000 .000 Q 9.400 .0 0 1077.212 .000 36.500 0 1081.480 .0 .000 .000 .000 0 2.200 1078.780 1092.880 -90.0 .0 .000 .000 90.000 0 1083.170 .00 .00 .00 .00 .00 .00 FILE: SYSTEM3.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 2 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-22-2007 Time:12:22:51 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 3 24" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I -I- Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip L/Elem ICh -I- Slope I -i- I -I- I -I- I -i- -I- SF Avel -i- HF ISE -1- DpthlFroude -I- NINorm -I- Dp -I- I "N" -i- I X -Fall) ZR -I (Type Ch I I i I I 220.355 -I- 1076.927 -I- 1.810 -I- 1078.737 -I- 20.40 -I- 6.82 I .72 I 079.46 .00 I 1.62 I 1.17 I 2.000 I I .000 .00 I 1 .0 23.795 .0088 I -I- -I- .0074 -I- .18 -I- 1.81 -I- .75 -I- 1.57 -I- .013 -I- .00 .00 1- PIPE I 244.151 -I- I 1077.137 -I- 1.703 -I- I 1078.841 -I- I 20.40 -I- 7.16 I .80 I 1079.64 .00 I 1.62 I 1.42 I 2.000 I I .000 .00 I 1 .0 5.796 .0088 -I- -I- .0080 -I- .05 -I- 1.70 -I- .89 -I- 1.57 -I- .013 -I- .00 .00 1- PIPE I 249.946 1077.189 I I 1.620 I 1078.809 I 20.40 7.48 I .87 I 1079.68 .00 I 1.62 I 1.57 I 2.000 I I .000 .00 I 1 .0 HYDRAULIC JUMP I 249.946 -I- 1077.189 -I- I I 1.570 -I- I 1078.759 -I- I 20.40 -I- 7.71 -I- I .92 I 1079.68 .00 I 1.62 I 1.64 I 2.000 I I .000 .00 I 1 .0 163.932 .0088 -I- .0088 -I- 1.45 -I- 1.57 -I- 1.07 -I- 1.57 -I- .013 -I- .00 .00 1- PIPE 413.878 -I- i 1078.638 -I- I 1.570 -I- I I 1080.208 -I- I 20.40 -I- 7.71 I .92 -I- I 1081.13 .00 I 1.62 I 1.64 I 2.000 I I .000 .00 I 1 .0 13.822 .0088 -I- .0086 -I- .12 -I- 1.57 -i- 1.07 -I- 1.57 -I- .013 -I- .00 .00 1- PIPE 427.700 I 1078.760 I 1.620 I I 1080.380 I 20.40 7.48 I .87 I 1081.25 .00 I 1.62 I 1.57 I 2.000 I I .000 .00 i 1 .0 -I- JUNCT STR -I- .0067 -I- -I- -i- -I- -I- .0050 -I- .02 -I- 1.62 -I- 1.00 -I- -I- .013 -I- .00 .00 I- PIPE 430.700 -I- I 1078.780 -I- i 2.933 -I- I I 1081.713 i 9.40 2.99 I .14 -I- I 1081.85 -I- .00 -I- I 1.10 I .00 I 2.000 I I .000 .00 I 1 .0 27.300 .0051 -I- -I- -I- .0017 .05 2.93 -I- .00 -I- 1.09 -I- .013 -I- .00 .00 1- PIPE 458.000 -I- i 1078.920 -I- I 2.882 -I- I I 1081.802 -I- I 9.40 -I- 2.99 -I- I .14 -I- I 1081.94 -I- .00 -I- I 1.10 -I- I .00 -i- I 2.000 -I- I I .000 -I- .00 I 1 .0 I- 11 11 I I 1 i E 1 a I a t t 1 I t 1. i I- t t i i t t t f. t. I. i.,.. 1 IL.. I L.. a II:- i,. 1.. I.._1,� FILE: SYSTEM3.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 1 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-22-2007 Time:12:22:51 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 3 24" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) 1 (FPS) Head I Grd.E1.1 Elev -I- I Depth I -I- Width -I- IDia.-FTlor -I- I.D.I -I- ZL IPrs/Pip -I -I- L/Elem -I- ICh Slope I -I- I -I- -I- I 1 -i- -I- SF Avel -I- HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR (Type Ch I I I I 100.000 I I 1075.250 1.247 I 1076.497 I I 21.30 10.34 I 1.66 I 1078.16 .00 i I 1.65 1.94 2.000 .000 .00 1 .0 -I- 6.060 -I- .0213 -I- -I- -I- -I- -I- .0172 -I- .10 -I- 1.25 -I- 1.77 1.17 -I- -I- .013 -I- .00 .00 1- PIPE 106.060 I I 1075.379 1.259 I 1076.638 I I 21.30 10.22 I 1.62 I 1078.26 .00 I I 1.65 1.93 I I 2.000 I .000 .00 I 1 .0 -I- 17.939 -I- .0213 -I- -I- -I- -I- -I- .0160 -I- .29 -I- 1.26 -I- 1.73 1.17 -I- -I- .013 -I- .00 .00 1- PIPE 123.999 I I 1075.761 1.312 I 1077.073 I I 21.30 9.74 I 1.47 I 1078.55 .00 I I 1.65 1.90 I I 2.000 I .000 .00 I 1 .0 -I- 10.931 -I- .0213 -I- -I- -I- -I- -I- .0142 -I- .16 -I- 1.31 -I- 1.60 1.17 -I- -I- .013 -I- .00 .00 1- PIPE 134.930 I f 1075.994 1.369 I 1077.363 I I 21.30 9.29 I 1.34 I 1078.70 .00 I I 1.65 1.86 I I 2.000 I .000 -I- .00 I 1 .0 -I- 7.076 -I- .0213 -I- -I- -I- -I- -I- .0127 -I- .09 -I- 1.37 -I- 1.47 1.17 -I- -I- .013 .00 .00 1- PIPE 142.006 I I 1076.144 1.430 I 1077.574 I I 21.30 8.86 I 1.22 I 1078.79 .00 I I 1.65 1.81 I I 2.000 I .000 -I- .00 I 1 1- .0 -I- 4.501 -I- .0213 -I- -I- -I- -I- -I- .0113 -I- .05 -I- 1.43 -I- 1.35 1.17 -I- -I- .013 .00 .00 PIPE 146.507 I 1076.240 I 1.496 I 1077.736 I I 21.30 8.45 I 1.11 I 1078.84 .00 I I 1.65 1.74 I I 2.000 i .000 -I- .00 I 1 .0 -I- 2.495 -I- .0213 -I- -I- -I- -i- -I- .0102 -I- .03 -I- 1.50 -I- 1.24 1.17 -I- -I- .013 .00 .00 1- PIPE 149.002 I 1076.293 I 1.569 I 1077.862 I I 21.30 8.05 -I- I 1.01 -I- I 1078.87 -I- .00 -I- I I 1.65 1.64 I i 2.000 I .000 .00 I 1 .0 -I- .798 -I- .0213 -I- -I- -I- .0092 .01 1.57 -I- 1.12 1.17 -I- -1- .013 -1- .00 .00 1- PIPE 149.800 I 1076.310 I 1.652 I 1077.962 I I 21.30 7.67 I .91 I 1078.88 -I- .00 -I- I I 1.65 1.52 I I 2.000 I .000 .00 I 1 .0 -I- JUNCT STR -I- .0066 -I- -I- -I- -I- -I- .0081 .02 1.65 -I- 1.00 I -I- -I- .013 -I- .00 .00 I- PIPE 152.800 I 1076.330 I 1.979 I 1078.309 I I 20.40 6.50 I .66 -I- I 1078.97 -I- .00 -i- I 1.62 -I- .40 I I 2.000 -I- -I- I .000 .00 I 1 .0 -I- 67.555 -I- .0088 -I- -I- -I- -I- .0073 .49 1.98 .41 1.57 .013 -I- .00 .00 1- PIPE T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 4 T3 24" RCP SO 100.000 1073.890 1 R 125.800 1074.020 1 JX 128.800 1074.040 3 2 R 197.700 1074.380 3 SH 197.700 1074.380 3 CD 1 4 1 .000 2.000 CD 2 4 1 .000 2.000 CD 3 4 1 .000 2.000 Q 1.000 .0 SYSTEM 4 IQ 1077.380 .013 .000 .000 0 .013 .600 1079.200 .0 .000 .013 .000 .000 0 1074.380 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 FILE: SYSTEM4.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 1 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-18-2007 Time:ll: 3:22 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 4 24" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev 1 (CFS) I (FPS) Head I Grd.E1.1 Elev -I- I Depth I Width IDia.-FTlor I.D.1 ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- -I- I I -I- -I- -I- -I- I SF Avel HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X-Fa111 ZR -I (Type Ch I 100.000 I I 1073.890 3.490 I I 1077.380 1.60 I I I .51 .00 1077.38 .00 .44 I .00 I 2.000 I I .000 .00 I 1 .0 -I- 25.800 -I- .0050 -I- -I- -I- -I- -I- -I- -I- .0001 .00 3.49 -I- .00 -I- .43 -I- .013 -I- .00 .00 1- PIPE 125.800 I I 1074.020 3.361 I i 1077.381 1.60 i I I .51 .00 1077.39 .00 I .44 I .00 I 2.000 I I .000 .00 I 1 .0 -I- JUNCT STR -I- .0067 -I- -I- -I- -I- -I- -I- -I- .0000 .00 3.36 -I- .00 -I- -I- .013 -I- .00 .00 I- PIPE 128.800 I I 1074.040 3.346 I I 1077.386 1.00 I I I .32 .00 1077.39 .00 I .34 I .00 I 2.000 I I .000 .00 I 1 .0 -I- 68.900 -I- .0049 -I- -I- -I- -I- -I- -I- -I- .0000 .00 3.35 -I- .00 -I- .34 -I- .013 -I- .00 .00 1- PIPE 197.700 -I- I I 1074.380 -I- 3.008 -I- I I 1077.388 -I- 1.00 -I- I I I .32 .00 1077.39 .00 -I- -I- -I- -I- I .34 -I- I .00 -I- I 2.000 -I- I I .000 -I- .00 I 1 .0 I- I 1 I i 1 i I f I F I V i r 1 f- 1 F i U i ir& U i V I t M L i L I_ 1, 0-1, 1 J SYSTEM 6b T1 CYPRESS BRIDGE WIDENING 0 T2 DRAINAGE SYSTEM 6b T3 18" RCP SO 100.000 1094.220 1 1099.145 R 125.300 1094.350 1 .013 .000 .000 0 SH 125.300 1094.350 1 1095.850 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q .900 .0 FILE: system6c.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 1 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:11-20-2007 Time: 2:30:27 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 6c 24" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L/Elem ICh Slope 1 1 1 1 SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR (Type Ch I I I I I I I I I I I I I 100.000 1094.220 4.925 1099.145 27.10 8.63 1.16 1100.30 .00 1.81 .00 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 5.300 .0057 .0144 .08 4.93 .00 2.00 .013 .00 .00 PIPE I I I I I I I I I I I 1 1 105.300 1094.250 4.971 1099.221 27.10 8.63 1.16 1100.38 .00 1.81 .00 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- Tl CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 7 T3 18" RCP SO 100.000 1101.710 1 R 105.000 1101.710 1 .013 R 127.300 1106.330 1 .013 JX 130.300 1106.350 4 2 3.013 1.400 R 203.500 1108.730 4 .013 SH 203.500 1108.730 4 CD 1 4 1 .000 1.500 .000 .000 .000 CD 2 4 1 .000 .667 .000 .000 .000 CD 3 4 1 .000 2.000 .000 .000 .000 CD 4 4 1 .000 1.500 .000 .000 .000 Q .800 .0 SYSTEM 7 N 1101.953 .000 .000 .800 1106.340 1113.730 90.0 .000 1110.230 .00 .00 .00 .00 000 0 000 0 .0 .000 000 0 FILE: SYSTEM7.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 1 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time:12:52:58 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 7 18" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I -I- (FT) I -I- Elev I (CFS) I (FPS) -I- Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- L/Elem ICh Slope I I -I- -I- I I -I- SF Avel -I- HF ISE -I- DpthlFroude -i- NINorm -I- Dp -I- I "N" I -I- X-Fa111 -I ZR (Type Ch I 100.000 I I 1101.710 .295 1102.005 I 3.00 I 12.20 I 2.31 I 1104.32 .00 I .66 I 1.19 I 1.500 I I .000 .00 I 1 .0 -I- 1.523 -I- .0000 -i- -I- -I- -I- -I- .1203 -I- .18 -I- .30 -I- 4.73 -I- .00 -I- .013 -I- .00 .00 1- PIPE 101.523 I I 1101.710 I .287 -I- 1101.997 I 3.00 I 12.70 I 2.50 I 1104.50 .00 I .66 I 1.18 I 1.500 I I .000 .00 I 1 .0 -I- 1.765 -I- .0000 -I- -I- -I- -I- .1362 -I- .24 -I- .29 -I- 5.00 -I- .00 -I- .013 -I- .00 .00 1- PIPE 103.288 -I- i I 1101.710 I .277 1101.987 I 3.00 I 13.32 I 2.75 I 1104.74 .00 I .66 I 1.16 I 1.500 I I .000 .00 I 1 .0 1.712 -I- .0000 -I- -I- -I- -I- -I- .1559 -I- .27 -I- .28 -I- 5.34 -I- .00 -I- .013 -I- .00 .00 1- PIPE 105.000 I I 1101.710 I .269 1101.979 I 3.00 I 13.97 I 3.03 I 1105.01 .00 I .66 I 1.15 I 1.500 I I .000 .00 I 1 .0 -I- .382 -I- .2072 -I- -I- -I- -I- -I- .1653 -I- .06 -I- .27 -I- 5.70 -I- .25 -I- .013 -I- .00 .00 1- PIPE 105.382 I I 1101.789 I .269 1102.058 I 3.00 I 13.90 I 3.00 I 1105.06 .00 I .66 I 1.15 I 1.500 I I .000 .00 I 1 .0 -I- 4.935 -I- .2072 -I- -I- -I- -I- -I- .1537 -I- .76 -I- .27 -I- 5.66 -I- .25 -I- .013 -I- .00 .00 1- PIPE 110.317 I I 1102.811 I .278 1103.089 I 3.00 i 13.25 I 2.73 I 1105.82 .00 I .66 I 1.17 f 1.500 I I .000 .00 I 1 .0 -I- 3.269 -I- .2072 -I- -I- -I- -I- -I- .1344 -I- .44 -I- .28 -I- 5.30 -I- .25 -I- .013 -I- .00 .00 1- PIPE 113.585 I I 1103.489 I .288 -I- 1103.777 I 3.00 I 12.64 I 2.48 I 1106.26 .00 I .66 I 1.18 I 1.500 I I .000 .00 I 1 .0 -I- 2.411 -I- .2072 -I- -I- -i- -I- .1174 -I- .28 -I- .29 -I- 4.97 -I- .25 -I- .013 -i- .00 .00 1- PIPE 115.996 I 1 1103.988 I .297 1104.285 I 3.00 i 12.05 I 2.25 I 1106.54 .00 I .66 I 1.20 I I 1.500 I .000 .00 I 1 .0 -I- 1.862 -I- .2072 -I- -I- -I- -I- -I- .1025 -I- .19 -I- .30 -I- 4.65 -I- .25 -I- .013 -I- .00 .00 1- PIPE 117.858 I I 1104.374 -I- I .307 -I- 1104.681 -I- I 3.00 -I- I 11.49 I 2.05 I 1106.73 .00 I .66 I 1.21 I I 1.500 I .000 .00 I 1 .0 -I- 1.491 .2072 -I- -I- .0896 -I- .13 -I- .31 -I- 4.36 -I- .25 -I- .013 -I- .00 .00 1- PIPE FILE: SYSTEM7.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 2 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time:12:52:58 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 7 18" RCP 1 Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I -I- (FT) I -I- Elev I -I- (CFS) I -I- (FPS) -I- Head I -I- Grd.E1.1 -I- Elev I -I- Depth I -I- Width -I- IDia.-FTIor I.D.1 -I- ZL -I 1Prs/Pip -I- L/Elem 1Ch Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp -I- I "N" I X -Fall) ZR (Type Ch i I I 119.349 I 1104.682 I .318 1105.001 I I 3.00 10.95 I 1.86 I .106.86 -I- .00 -I- I .66 -I- 1.23 -I- 1.500 -I- I I .000 -I- .00 I 1 .0 -I- 1.230 -I- .2072 -I- -I- -I- -I- -I- .0784 .10 .32 4.08 .25 .013 .00 .00 1- PIPE I 120.578 I 1104.937 i .329 1105.266 I I 3.00 10.44 I 1.69 I 1106.96 -I- .00 -I- I i .66 -I- 1.24 -I- I 1.500 -I- I I .000 -I- .00 I 1 .0 1- -I- 1.031 -I- .2072 -I- -I- -I- -I- -I- .0685 .07 .33 3.83 .25 .013 .00 I .00 PIPE I 121.609 I 1105.151 I .340 1105.491 I I 3.00 9.96 I 1.54 I 1107.03 .00 I .66 I 1.26 I 1.500 I .000 -I- .00 I 1 .0 -I- .869 -I- .2072 -I- -I- -I- -I- -I- .0599 -I- .05 -I- .34 -I- 3.58 -I- .25 -I- .013 .00 I .00 1- PIPE I I 122.478 I 1105.331 I .352 1105.683 I I 3.00 9.49 I 1.40 I 1107.08 .00 i .66 I 1.27 -I- I 1.500 -I- I .000 -I- .00 1 .0 -I- .745 -I- .2072 -I- -I- -I- -I- -I- .0524 -I- .04 -I- .35 -I- 3.36 .25 .013 .00 .00 1- PIPE I 123.223 I 1105.485 .364 I 1105.849 I I 3.00 9.05 I 1.27 I 1107.12 .00 I .66 I 1.29 I 1.500 I .000 -I- i .00 I 1 .0 1- -I- .642 -I- .2072 -I- -i- -I- -I- -I- .0458 -I- .03 -I- .36 -I- 3.14 -I- .25 -I- .013 .00 .00 I PIPE I I 123.865 I 1105.618 .376 I 1105.994 I I 3.00 8.63 I 1.16 I 1107.15 .00 I .66 I 1.30 I 1.500 I .000 -I- .00 1 .0 1- -I- .551 -I- .2072 -I- -I- -I- -I- -I- .0400 -I- .02 -I- .38 -I- 2.94 -I- .25 -I- .013 .00 .00 I PIPE I I 124.417 I 1105.733 .389 I 1106.122 I I 3.00 8.23 I 1.05 I 1107.17 .00 I .66 I 1.31 I 1.500 I .000 .00 1 .0 1- .474 .2072 .0356 .02 .39 2.75 .25 .013 .00 .00 PIPE I 124.891 I 1105.831 .403 I 1106.234 I I 3.00 7.85 I .96 I 1107.19 .00 I .66 I 1.33 I 1.500 I .000 -I- I .00 I 1 .0 -I- .419 -I- .2072 -I- -I- -I- -I- -I- .0306 -I- .01 -I- .40 -I- 2.58 -I- .25 -I- .013 .00 .00 1- PIPE I 125.309 I 1105.918 .416 I 1106.334 I I 3.00 7.48 I .87 I 1107.20 .00 I .66 I 1.34 I 1.500 I .000 I .00 I 1 .0 -I- .355 -I- .2072 -I- -I- -I- -I- -I- .0268 -I- .01 -I- .42 -I- 2.41 -I- .25 -I- .013 -I- .00 .00 1- PIPE FILE: SYSTEM7.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 3 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time:12:52:58 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 7 18" RCP ( Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/(Base WtI [No Wth Station I Elev I -I- (FT) I -I- Elev I -I- (CFS) -I- I (FPS) -I- Head I -I- Grd.El.l -I- Elev -I- I Depth -I- I Width -I- IDia.-FTlor -I- I.D.1 -I- ZL -I IPrs/Pip -I- L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch 125.664 I I 1105.991 I .431 I 1106.422 3.00 I 7.13 I .79 I 1107.21 .00 i .66 i 1.36 I I 1.500 I .000 .00 I 1 .0 -I- .309 -I- .2072 -I- -I- -i- -I- -I- .0235 -I- .01 -I- .43 -1- 2.26 -I- .25 -I- .013 -I- .00 .00 1- PIPE 125.974 I I 1106.055 I .446 1106.501 I 3.00 I 6.80 I .72 I 1107.22 .00 -I- I .66 I 1.37 -I- I 1.500 I i .000 -I- .00 I 1 .0 -I- .264 -I- .2072 -I- -I- -I- -I- -I- .0205 -i- .01 .45 -I- 2.11 .25 -I- .013 .00 .00 1- PIPE 126.238 I I 1106.110 I .462 1106.572 I 3.00 I 6.48 I .65 I 1107.22 -I- .00 -I- I .66 -I- I 1.39 -1- I 1.500 -I- I I .000 -I- .00 I 1 .0 1- -I- .229 -I- .2072 -I- -I- -I- -I- -I- .0180 .00 .46 1.98 .25 .013 I .00 I I .00 PIPE I 126.467 I I 1106.157 I .478 1106.635 I 3.00 I 6.18 I .59 I 1107.23 .00 -I- I .66 -I- I 1.40 -I- 1.500 -I- .000 -i- .00 1 .0 1- -I- .193 -I- .2072 -I- -I- -I- -1- -I- .0158 -i- .00 .48 1.85 .25 .013 .00 .00 PIPE 126.660 I I 1106.197 I .495 1106.693 I 3.00 I 5.90 I .54 I 1107.23 .00 I .66 -I- I 1.41 -i- I 1.500 -I- I I .000 -I- .00 I 1 .0 1- -I- .166 -I- .2072 -I- -I- -I- -I- -I- .0138 -I- .00 -I- .50 1.73 .25 .013 .00 I I .00 PIPE I 126.826 I 1106.232 I I .512 1106.744 I 3.00 I 5.62 I .49 I 1107.23 .00 -I- I .66 -I- I 1.42 -I- I 1.500 -I- .000 -I- .00 1 .0 1- -I- .136 -I- .2072 -I- -I- -I- -I- -I- .0121 -I- .00 .51 1.62 .25 .013 .00 I .00 PIPE I 126.962 I 1106.260 I I .530 1106.790 I 3.00 I 5.36 I .45 I 1107.24 .00 I .66 I 1.43 I 1.500 -I- I .000 -I- .00 1 .0 1- -I- .110 -I- .2072 -I- -I- -I- -I- -I- .0106 -I- .00 -I- .53 -I- 1.51 -I- .25 .013 .00 .00 PIPE I 127.072 I 1106.283 I I .549 1106.832 I 3.00 I 5.11 I .41 I 1107.24 .00 I .66 I 1.45 I 1.500 i I .000 -I- .00 1 C -I- .085 -I- .2072 -I- -I- -I- -I- -I- .0093 -I- .00 -I- .55 -I- 1.41 -I- .25 -I- .013 .00 .00 1- PIPE 127.157 I 1106.300 I I .569 1106.869 I 3.00 I 4.87 I .37 I 1107.24 .00 I .66 I 1.46 I 1.500 I .000 -1- i .00 I 1 C -I- .063 -I- .2072 -I- -I- -I- -I- -I- .0082 -I- .00 -I- .57 -I- 1.32 -I- .25 -I- .013 .00 .00 1- PIPE FILE: SYSTEM7.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 4 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time:12:52:58 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 7 18" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station -I- I Elev I -I- (FT) I -I- Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I -I- I -i- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- -I- I "N" I X -Fall) ZR -I (Type Ch +********I*********I********I********+1*********Ir******I*******I:r+r+*�,r**I****�**I+r+r****I**r+�**+I►***r**I�******I**�** I I I I I******* 127.220 1106.313 -i- .590 -I- 1106.903 I 3.00 I 4.65 .34 I '.107.24 .00 i .66 i 1.47 I I 1.500 I .000 .00 I 1 .0 -I- .047 .2072 -I- -I- -I- -I- .0072 -I- .00 -I- .59 -I- 1.23 -I- .25 -I- .013 -I- .00 .00 1- PIPE 127.267 -I- I I 1106.323 -I- I .611 -I- I 1106.934 I 3.00 I 4.43 .30 I 1107.24 .00 I .66 I 1.47 I I 1.500 I .000 .00 i 1 .0 .023 .2072 -i- -I- -I- -I- .0063 -i- .00 -I- .61 -I- 1.15 -I- .25 -I- .013 -I- .00 .00 1- PIPE 127.291 I I 1106.328 -I- i .634 -i- I 1106.962 I 3.00 I 4.22 .28 I 1107.24 .00 I .66 I 1.48 I I 1.500 I .000 .00 I 1 .0 -I- .009 .2072 -I- -I- -I- -i- .0055 -I- .00 -I- .63 -i- 1.07 -I- .25 -I- .013 -I- .00 .00 1- PIPE 127.300 I 1106.330 I I .658 1106.988 i I 3.00 I 4.02 .25 I 1107.24 .00 I .66 I 1.49 I I 1.500 I .000 .00 I 1 .0 JUNCT STR .0067 .0026 .01 .66 1.00 .013 .00 .00 PIPE 130.300 i 1106.350 I I 1.004 1107.354 I I .80 I .64 .01 I 1107.36 .00 I .33 I 1.41 I I 1.500 I .000 .00 I 1 .0 -I- 1.245 -i- .0325 -I- -I- -I- -I- -I- .0001 -I- .00 -i- 1.00 -I- .12 -I- .21 -i- .013 -I- .00 .00 1- PIPE 131.545 I 1106.391 I .963 I 1107.354 I I .80 I .67 .01 I 1107.36 .00 I .33 I 1.44 I I 1.500 I .000 .00 I 1 .0 -I- 1.182 -I- .0325 -I- -I- -I- -I- -I- .0001 -I- .00 -I- .96 -I- .13 -I- .21 -I- .013 -I- .00 .00 1- PIPE 132.728 I 1106.429 I .924 I 1107.353 I I .80 I .70 .01 I 1107.36 .00 I .33 I 1.46 I I 1.500 I .000 .00 I 1 .0 -I- 1.088 -I- .0325 -I- -I- -I- -I- -I- .0001 -I- .00 -I- .92 -I- .14 -I- .21 -I- .013 -I- .00 .00 1- PIPE 133.816 I 1106.464 I .888 I 1107.352 I I .80 I .73 .01 I 1107.36 .00 I .33 I 1.47 I I 1.500 I .000 .00 I 1 .0 -I- 1.024 -I- .0325 -I- -I- -I- -I- -I- .0001 -I- .00 -I- .89 -I- .15 -i- .21 -I- .013 -I- .00 .00 1- PIPE 134.840 I 1106.498 I .854 I 1107.352 I I .80 I .77 .01 I 1107.36 .00 I .33 I 1.49 I I 1.500 I .000 .00 I 1 .0 -I- .992 -I- .0325 -I- -I- -i- -I- -I- .0002 -I- .00 -I- .85 -I- .16 -I- .21 -I- .013 -I- .00 .00 1- PIPE FILE: SYSTEM7.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 5 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time:12:52:58 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 7 18" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I -I- (FT) -I- I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- L/Elem ICh Slope I -I- I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- -I- NINorm Dp -I- -I- I "N" I X -Fall) -I ZR (Type Ch I I I 135.832 1106.530 -I- .821 -I- I 1107.351 -I- I .80 .81 I .01 I 1107.36 .00 I .33 I 1.49 i I 1.500 I .000 .00 I 1 .0 -I- .928 .0325 -I- -I- -I- .0002 -I- .00 -I- .82 .17 -I- -i- .21 -I- .013 -I- .00 .00 1- PIPE 136.759 -I- I I 1106.560 -I- .790 -I- I i 1107.350 -I- .80 -I- 1 .85 I .01 I 1107.36 .00 I .33 I 1.50 I I 1.500 I .000 .00 I 1 .0 .863 .0325 -I- -I- .0002 -I- .00 -I- .79 .19 -I- -I- .21 -I- .013 -I- .00 .00 1- PIPE 137.622 I I 1106.588 .761 -I- I I 1107.349 .80 I .89 i .01 I 1107.36 .00 I .33 I 1.50 I I 1.500 I .000 .00 I 1 .0 -i- .829 -i- .0325 -I- -I- -I- -I- .0002 -I- .00 -I- .76 .20 -I- -I- .21 -I- .013 -I- .00 .00 1- PIPE 138.452 I I 1106.615 .733 I i 1107.348 .80 I .93 I .01 I 1107.36 .00 I .33 I 1.50 I I 1.500 I .000 .00 I 1 .0 -I- .796 -I- .0325 -I- -I- -I- -I- -I- .0003 -I- .00 -I- .73 .22 -I- -I- .21 -I- .013 -I- .00 .00 1- PIPE 139.247 I I 1106.641 .706 I i 1107.347 .80 i .98 I .01 I 1107.36 .00 I .33 I 1.50 I I 1.500 I .000 .00 I 1 .0 -I- .730 -I- .0325 -I- -I- -I- -I- -I- .0003 -I- .00 -I- .71 .23 -I- -I- .21 -I- .013 -I- .00 .00 1- PIPE 139.977 I 1106.665 I .681 I I 1107.346 .80 I 1.02 I .02 I 1107.36 -I- .00 -I- I .33 I 1.49 -I- I I 1.500 -I- I .000 -I- .00 I 1 .0 -I- .726 -I- .0325 -I- -I- -I- -I- -I- .0003 .00 .68 .25 -I- .21 .013 .00 .00 1- PIPE 140.704 I 1106.668 I .656 I 1107.344 I .80 I 1.07 I .02 -I- I 1107.36 -I- .00 -I- I .33 I 1.49 -I- -I- I I 1.500 -I- I .000 -I- .00 I 1 C -I- .660 -I- .0325 -I- -I- -I- -1- .0004 .00 .66 .27 .21 .013 .00 .00 1- PIPE 141.364 I 1106.710 I .633 I 1107.343 I .80 I 1.13 I .02 i 1107.36 .00 I .33 I 1.48 I I 1.500 I .000 .00 I 1 C -I- .625 -I- .0325 -i- -I- -I- -I- -I- .0004 -I- .00 -I- .63 .29 -I- -I- .21 -I- .013 -I- .00 .00 1- PIPE 141.989 I 1106.730 I .611 I 1107.341 I .80 I 1.18 I .02 I 1107.36 .00 I .33 I 1.47 I I 1.500 I .000 -I- .00 I 1 C -I- .620 -I- .0325 -I- -I- -I- -I- -I- .0005 -I- .00 -I- .61 .31 -I- -I- .21 -I- .013 .00 .00 1- PIPE FILE: SYSTEM7.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 6 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time:12:52:58 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 7 18" RCP I Invert I Depth I Water I Q ( Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wti INo Wth Station -I- I Elev -I- I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip L/Elem ICh Slope -i- I I -I- -I- I -I- I -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Falls ZR -I (Type Ch I I I I 142.608 -I- 1106.750 -I- .589 -I- 1107.339 -I- .80 I 1.24 I .02 I 1107.36 .00 I .33 I 1.47 I 1.500 I I .000 .00 I 1 .0 .552 .0325 I -I- -i- -I- .0006 -I- .00 -I- .59 -I- .33 -I- .21 -I- .013 -I- .00 .00 1- PIPE 143.160 -I- I 1106.768 -I- I .569 -I- 1107.337 -I- I .80 I 1.30 I .03 I 1107.36 .00 I .33 I 1.46 I 1.500 I I .000 .00 I 1 .0 .545 .0325 -I- -I- -I- .0007 -I- .00 -I- .57 -I- .35 -I- .21 -I- .013 -I- .00 .00 1- PIPE 143.705 -I- I 1106.786 -I- I I .549 -I- 1107.335 -I- I .80 I 1.36 I .03 I 1107.36 .00 I .33 I 1.45 I 1.500 I I .000 .00 I 1 .0 .507 .0325 -I- -I- -I- .0008 -I- .00 -I- .55 -I- .38 -I- .21 -I- .013 -I- .00 .00 1- PIPE 144.213 -I- I 1106.802 -I- I .530 -I- i 1107.332 -I- I .80 -1- I 1.43 I .03 I 1107.36 .00 I .33 I 1.43 I 1.500 I I .000 .00 I 1 .0 .468 .0325 -I- -I- .0009 -I- .00 -I- .53 -I- .40 -I- .21 -I- .013 -I- .00 .00 1- PIPE 144.681 -I- I 1106.818 -I- I I .512 -I- 1107.330 -I- I .80 I 1.50 I .03 I 1107.36 .00 I .33 i 1.42 I 1.500 I I .000 .00 I 1 .0 .346 .0325 I I -i- -I- -I- .0010 -I- .00 -I- .51 -I- .43 -I- .21 -1- .013 -I- .00 .00 1- PIPE 145.027 1106.829 .494 I 1107.323 I .80 I 1.58 I .04 i 1107.36 .00 I .33 I 1.41 I 1.500 I I .000 .00 I 1 .0 HYDRAULIC JUMP 145.027 -I- I 1106.829 -I- I .210 -I- I 1107.039 -I- I .80 I 5.31 -I- I .44 -I- I 1107.48 .00 I .33 I 1.04 I 1.500 i I .000 .00 I 1 .0 26.603 .0325 -I- .0325 -I- .86 -i- .21 -I- 2.46 -I- .21 -I- .013 -I- .00 .00 1- PIPE 171.630 -I- i 1107.694 -I- I .210 -I- I 1107.904 I .80 I 5.31 I .44 I 1108.34 .00 I .33 I 1.04 I 1.500 I I .000 .00 I 1 .0 15.951 .0325 I -I- -I- -I- -I- .0309 -i- .49 -I- .21 -I- 2.46 -I- .21 -I- .013 -I- .00 .00 1- PIPE 187.580 -I- 1108.212 -I- I .215 -I- 1 1108.427 -I- I .80 I 5.12 I .41 I 1108.83 .00 I .33 I 1.05 I 1.500 I I .000 .00 I 1 .0 5.851 .0325 -I- -I- -I- .0274 -I- .16 -I- .22 -I- 2.34 -I- .21 -I- .013 -I- .00 .00 1- PIPE FILE: SYSTEM7.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 7 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time:12:52:58 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 7 18" RCP Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station -I- I Elev I -I- (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip L/Elem ICh Slope I -I- I -I- I -I- -I- I -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) ZR -I (Type Ch I i I i 193.432 -I- 1108.403 -I- .222 -I- 1108.625 -I- .80 I 4.88 I .37 I 1108.99 .00 i .33 I 1.07 I 1.500 I I .000 .00 I 1 .0 2.985 .0325 I I I -I- -I- -I- .0239 -I- .07 -I- .22 -I- 2.19 -I- .21 -I- .013 -I- .00 .00 1- PIPE 196.417 -I- 1108.500 -I- .230 -I- I 1108.730 -I- .80 I 4.66 I .34 I 1109.07 .00 I .33 I 1.08 I 1.500 I I .000 .00 I 1 .0 2.029 .0325 I I I -I- -I- -I- .0209 -I- .04 -I- .23 -I- 2.06 -I- .21 -I- .013 -I- .00 .00 1- PIPE 198.446 -I- 1108.566 -I- .237 -I- I 1108.803 -I- .80 I 4.44 I .31 I 1109.11 .00 I .33 I 1.09 I 1.500 I I .000 .00 I 1 .0 1.386 .0325 I I I -I- -I- -I- .0182 -I- .03 -I- .24 -I- 1.93 -I- .21 -I- .013 -I- .00 .00 1- PIPE 199.832 -I- 1108.611 -I- .245 -I- I 1108.856 -I- .80 -I- 1 4.23 I .28 I 1109.13 .00 I .33 I 1.11 I 1.500 I I .000 .00 I 1 .0 .982 .0325 -I- -I- .0159 -I- .02 -I- .25 -I- 1.81 -I- .21 -I- .013 -I- .00 .00 1- PIPE 200.814 -I- I 1108.643 -1- I I .254 -I- I 1108.897 .80 I 4.04 I .25 I 1109.15 .00 I .33 I 1.13 I 1.500 1 I .000 .00 I 1 .0 .806 .0325 I I -I- -I- -I- -I- .0139 -I- .01 -I- .25 -I- 1.69 -I- .21 -I- .013 -I- .00 .00 1- PIPE 201.620 -I- I 1108.669 -I- .262 -I- I 1108.931 -I- .80 I 3.85 I .23 I 1109.16 .00 I .33 I 1.14 I I 1.500 I .000 .00 I 1 .0 .584 .0325 I I -I- -I- -I- .0121 -I- .01 -I- .26 -I- 1.59 -I- .21 -I- .013 -I- .00 .00 1- PIPE 202.204 1108.688 I .271 I 1108.959 .80 i 3.67 I .21 I 1109.17 .00 I .33 I 1.15 I 1.500 I I .000 .00 I 1 .0 .456 .0325 I I I .0106 .00 .27 1.49 .21 .013 .00 .00 PIPE 202.660 -i- 1108.703 -I- .280 -I- I 1108.983 -I- .80 -I- I 3.50 I .19 -I- I 1109.17 -I- .00 I .33 I 1.17 I I 1.500 I .000 .00 i 1 .0 .313 .0325 I I -1- .0093 .00 -I- .28 -I- 1.39 -I- .21 -I- .013 -I- .00 .00 1- PIPE 202.973 -I- 1108.713 -I- I .290 -I- I 1109.003 -I- .80 I 3.33 I .17 I 1109.18 .00 I .33 I 1.18 I I 1.500 I .000 .00 I 1 .0 .274 .0325 -I- -I- -I- .0081 -I- .00 -I- .29 -I- 1.31 -I- .21 -I- .013 -I- .00 .00 1- PIPE UI'll- It of FILE: SYSTEM7.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 8 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time:12:52:58 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 7 18" RCP Invert I Depth I Water I Q I Vel Vel I Energy I Super ICrlticallFlOW ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width (Dia.-FTIor I.D.I ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- I -I- I -I- -I- -I- I SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" I -I- X -Fall) -I ZR (Type Ch I I I I 203.248 I 1108.722 I I .299 I 1109.021 .80 I I 3.18 .16 I 1109.18 .00 I I .33 1.20 1.500 .000 .00 1 .0 -I- .129 -I- .0325 -I- -I- -I- -I- -I- .0071 -I- .00 -i- .30 -I- 1.22 -I- .21 -I- .013 -I- .00 .00 1- PIPE 203.376 I 1108.726 I I .310 I 1109.036 .80 I I 3.03 .14 I 1109.18 .00 I I .33 1.21 I I 1.500 I .000 .00 I 1 .0 -I- .113 -I- .0325 -I- -I- -I- -I- -I- .0062 -I- .00 -I- .31 -I- 1.15 -I- .21 -I- .013 -I- .00 .00 1- PIPE 203.489 I 1108.730 I .320 I 1109.050 i .80 I I 2.89 .13 I 1109.18 .00 I I .33 1.23 I I 1.500 I .000 .00 I 1 .0 -I- .011 -I- .0325 -I- -i- -I- -I- -I- .0054 -I- .00 -I- .32 -I- 1.07 -I- .21 -I- .013 -I- .00 .00 1- PIPE 203.500 -I- i 1108.730 -I- I .333 -I- I 1109.063 -I- I .80 -I- I I 2.74 .12 -I- -I- I 1109.18 -I- .00 -I- I I .33 -I- 1.25 -I- I 1.500 -I- I i .000 -I- .00 I 1 .0 I- C .000 .000 0 .0 .000 .000 .000 .000 .000 0 90.0 .000 .000 90.000 0 SYSTEM 8 T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 8 T3 FLOW SPLITTER SYSTEM SO 100.000 1094.270 1 1099.145 R 276.500 1095.150 1 .013 JX 279.500 1099.040 3 2 .013 3.870 1099.040 R 281.500 1100.040 3 .013 WE 281.500 1100.040 4 .500 R 531.500 1101.340 4 .030 WX 531.500 1101.340 5 - R 572.400 1101.500 5 .013 JX 580.400 1101.540 7 6 .013 19.530 1101.540 R 637.900 1104.790 7 .013 SH 637.900 1104.790 7 1106.290 CD 1 4 1 .000 2.000 .000 .000 .000 .00 CD 2 4 1 .000 2.000 .000 .000 .000 .00 CD 3 1 0 .000 1.000 4.000 .500 .500 .00 CD 4 1 0 .000 1.000 10.000 .250 .250 .00 CD 5 4 1 .000 2.000 .000 .000 .000 .00 CD 6 4 1 .000 4.500 .000 .000 .000 .00 CD 7 4 1 .000 1.500 .000 .000 .0,00 .00 Q 2.800 .0 C .000 .000 0 .0 .000 .000 .000 .000 .000 0 90.0 .000 .000 90.000 0 FILE: SYSTEMB.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 1 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:11-20-2007 Time: 2:44:30 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 8 FLOW SPLITTER SYSTEM *****#*+****######+***********+*****++***********+*#+**********++******###***++##***+**##*+***#*#***##**#*+**#**##*###+**+ #####**+ I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/(Base Wt1 INo Wth Station I Elev I (FT) I -I- Elev I -I- (CFS) -I- I (FPS) Head I -I- Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- L/Elem -I- ICh Slope I I I -I- I SF Avel -I- HF -I- ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) ZR -I (Type Ch 100.000 I I 1094.270 I 4.875 I 1099.145 26.20 I 8.34 I 1.08 1100.22 I I .00 -I- 1.79 I .00 I 2.000 I I .000 .00 I 1 .0 -I- 176.500 -I- .0050 -I- -I- -I- -I- -I- .0134 -I- 2.37 4.88 -I- .00 -I- 2.00 -I- .013 -I- .00 .00 1- PIPE 276.500 I I 1095.150 I 6.362 I 1101.512 26.20 I 8.34 I 1.08 1102.59 I I .00 1.79 I .00 I 2.000 I 1 .000 .00 1 1 .0 -I- JUNCT STR -I- 1.2967 -I- -I- -I- -I- -I- .0067 -I- .02 -I- 6.36 -I- .00 -I- -I- .013 -I- .00 .00 I- PIPE -------------------- WARNING - Junction Analysis - Change in Channel Type --------------- 279.500 I 1099.040 I I 3.555 I 1102.595 22.33 I 1.09 I .02 1102.61 I I .00 .95 I 7.55 I 1.000 I I 4.000 .50 I 0 .0 -I- .252 -I- .5000 -I- -I- -I- -I- -I- .0000 -I- .00 -1- 3.55 -I- .12 -I- .20 -I- .013 -I- .00 .50 1- TRAP 279.752 I 1099.166 I I 3.427 1102.593 i 22.33 I 1.14 I .02 1102.61 I i .00 .95 I 7.43 I 1.000 I I 4.000 .50 I 0 .0 -I- .243 -I- .5000 -I- -I- -i- -I- -I- .0001 -I- .00 -I- 3.43 -I- .12 -I- .20 -I- .013 -I- .00 .50 1- TRAP 279.995 I 1099.287 I 3.303 I 1102.591 I 22.33 i 1.20 I .02 1102.61 I I .00 .95 I 7.30 I 1.000 I I 4.000 .50 I 0 .0 -I- .235 -I- .5000 -I- -i- -I- -I- -I- .0001 -I- .00 -I- 3.30 -I- .13 -I- .20 -I- .013 -I- .00 .50 1- TRAP 280.230 I 1099.405 I 3.183 I 1102.589 I 22.33 I 1.25 I .02 1102.61 I 1 .00 .95 I 7.18 I 1.000 I I 4.000 .50 I 0 .0 -I- .228 -I- .5000 -I- -I- -I- -I- -I- .0001 -I- .00 -I- 3.18 -I- .14 -I- .20 -I- .013 -I- .00 .50 1- TRAP 280.458 I 1099.519 i 3.067 -I- I 1102.586 I 22.33 I 1.32 I .03 1102.61 I I .00 .95 I 7.07 I 1.000 I I 4.000 .50 I 0 .0 -I- .220 -I- .5000 -I- -I- -I- -I- .0001 -I- .00 -I- 3.07 -I- .15 -I- .20 -I- .013 -I- .00 .50 1- TRAP 280.678 I 1099.629 i 2.954 I 1102.583 I 22.33 I 1.38 I .03 1102.61 I I .00 .95 I 6.95 I 1.000 I I 4.000 .50 I 0 .0 -I- .212 -I- .5000 -I- -I- -I- -I- -I- .0001 -I- .00 -I- 2.95 -I- .16 -I- .20 -I- .013 -I- .00 .50 1- TRAP FILE: SYSTEM8.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 2 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:11-20-2007 Time: 2:44:30 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 8 FLOW SPLITTER SYSTEM 1 Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase WtI INo Wth Station I Elev 1 (FT) I Elev I (CFS) I (FPS) Head I Grd.El.I Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- L/Elem ICh -I- Slope I -I- I -I- -I- I I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" I -I- X -Fall) -I ZR (Type Ch I I I I I I 280.890 I 1099.735 I 2.845 1102.580 I I 22.33 1.45 .03 1102.61 .00 -I- I .95 6.85 I I 1.000 4.000 .50 0 .0 -I- .205 -I- .5000 -I- -I- -I- -I- -I- .0001 -I- .00 2.85 -I- .17 -I- .20 -I- .013 -I- .00 .50 1- TRAP 281.095 I 1099.838 I I 2.740 1102.577 I I 22.33 1 1.52 .04 -I- I 1102.61 -I- I .00 -I- I .95 -I- 6.74 -I- I I 1.000 -I- I 4.000 -I- .50 I 0 .0 -I- .198 -I- .5000 -I- -I- -I- -I- .0001 .00 2.74 .18 .20 .013 .00 .50 1- TRAP 281.293 I 1099.936 I I 2.637 1102.574 I I 22.33 I 1.59 .04 I 1102.61 I .00 -I- I .95 6.64 -I- I I 1.000 I 4.000 -I- .50 I 0 .0 -I- .190 -I- .5000 -I- -I- -I- -I- -I- .0001 -I- .00 2.64 -I- .19 .20 -I- .013 .00 .50 1- TRAP I 281.483 I 1100.032 I 2.538 I 1102.570 I I 22.33 I 1.67 .04 I 1102.61 I .00 I .95 6.54 -I- I I 1.000 -I- I 4.000 -I- .50 0 .0 1- -I- .017 -I- .5000 -I- -I- -I- -I- -I- .0001 -I- .00 -I- 2.54 -I- .21 .20 .013 .00 .50 TRAP I 281.500 I 1100.040 I 2.530 I 1102.570 I I 22.33 I 1.68 .04 I 1102.61 I .00 I .95 6.53 I I 1.000 I 4.000 .50 0 .0 WALL ENTRANCE 281.500 I 1100.040 2.560 1102.620 22.33 .81 .01 1102.63 .00 .53 11.29 1.000 10.000 -I- .25 0 .0 -I- 22.198 -I- .0052 -I- -I- -I- -I- -I- .0001 -I- .00 -I- 2.58 -I- .09 -I- .79 -I- .030 .00 .25 1- TRAP 303.698 I 1100.156 I 2.467 I 1102.622 I I 22.33 I .85 .01 I 1102.63 I .00 .53 I 11.23 I 1.000 -f- -f- I 10.000 -I- I .25 I 0 .0 1- -I- 21.324 -I- .0052 -I- -I- -I- -I- -I- .0002 -I- .00 -I- 2.47 -I- .10 .79 .030 .00 .25 TRAP I 325.022 I 1100.266 I 2.358 I 1102.624 I I 22.33 1 .89 .01 I 1102.64 I .00 .53 I 11.18 I 1.000 -I- I 10.000 -I- I .25 0 .0 -I- 20.490 -I- .0052 -I- -I- -I- -I- -I- .0002 -I- .00 -I- 2.36 -I- .11 .79 -I- .030 .00 .25 1- TRAP 345.512 I 1100.373 I 2.254 I 1102.627 I I 22.33 I .94 .01 I 1102.64 I .00 .53 I 11.13 I 1.000 -I- -I- I 10.000 -I- I .25 I 0 C -I- 19.694 -I- .0052 -I- -I- -I- -I- -I- .0002 -I- .00 -I- 2.25 -I- .11 .79 .030 .00 .25 1- TRAP FILE: SYSTEM8.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 3 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:11-20-2007 Time: 2:44:30 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 8 FLOW SPLITTER SYSTEM Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I -I- (FT) I -I- Elev I -i- (CFS) I -I- (FPS) -I- Head I -i- Grd.E1.1 -I- Elev -I- I Depth I -I- Width IDia.-FTior -I- I.D.1 -I- ZL IPrs/Pip -I -I- L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp -I- I "N" I X -Fall) ZR (Type Ch 365.206 I 1100.475 t I 2.154 I 1102.629 I 22.33 .98 I .02 I 1102.64 .00 I I .53 11.08 I 1.000 I I 10.000 .25 I 0 .0 -I- 18.937 -I- .0052 -I- -I- -I- -I- -I- .0002 -I- .00 -I- 2.15 -I- .12 .79 -I- -I- .030 -I- .00 .25 1- TRAP 384.143 I 1100.574 I 2.058 I I 1102.632 I 22.33 1.03 I .02 I 1102.65 .00 -I- I I .53 11.03 I 1.000 I I 10.000 .25 I 0 .0 -I- 18.218 -I- .0052 -I- -I- -I- -I- -I- .0003 -I- .00 2.06 -I- .13 .79 -i- -I- .030 -I- .00 .25 1- TRAP 402.361 I 1100.669 I 1.967 I I 1102.635 I 22.33 1.08 I .02 -I- I 1102.65 -i- .00 -I- I I .53 -I- 10.98 I 1.000 -I- I I 10.000 .25 I 0 .0 -I- 17.537 -I- .0052 -I- -I- -I- -I- .0003 .01 1.97 .14 .79 -1- .030 -I- .00 .25 1- TRAP 419.898 I 1100.760 I 1.879 I I 1102.639 I 22.33 1.13 I .02 I 1102.66 -I- .00 -I- I I .53 -I- 10.94 I 1.000 -I- -I- I I 10.000 -I- .25 I 0 .0 -I- 16.896 -t- .0052 -I- -I- -I- -I- -I- .0004 .01 1.88 .15 .79 .030 .00 .25 1- TRAP 436.794 I 1100.848 I 1.795 I I 1102.643 I 22.33 1.19 I .02 I 1102.67 .00 -I- I I .53 -I- 10.90 I 1.000 -I- -I- I I 10.000 -I- .25 I 0 1- .0 -I- 16.294 -I- .0052 -I- -I- -I- -I- -I- .0004 -I- .01 1.80 .16 .79 .030 .00 1 .25 TRAP 453.087 I 1100.932 I 1.715 I 1102.647 I I 22.33 1.25 I .02 I 1102.67 .00 -I- I I .53 -I- 10.86 I 1.000 -I- -I- I 10.000 -I- .25 1 0 1- .0 -i- 15.732 -1- .0052 -I- -I- -I- -I- -I- .0005 -I- .01 1.72 .17 .79 .030 .00 I .25 TRAP 468.820 I 1101.014 I 1.638 I 1102.652 I I 22.33 1.31 I .03 I 1102.68 .00 I I .53 10.82 I 1.000 I 10.000 .25 I 0 C -I- 15.213 -I- .0052 -I- -I- -I- -I- -I- .0005 -I- .01 -I- 1.64 -I- .18 .79 -I- -I- .030 -I- .00 .25 1- TRAP 484.033 I 1101.093 I 1.565 I 1102.658 I I 22.33 1.37 I .03 I 1102.69 .00 I I .53 10.78 I 1.000 I I 10.000 -I- .25 I 0 C -I- 14.739 -I- .0052 -I- -I- -I- -I- -1- .0006 -I- .01 -I- 1.56 -I- .20 .79 -I- -I- .030 .00 .25 1- TRAP 498.771 I 1101.170 I 1.495 I 1102.664 I I 22.33 1.44 I .03 I 1102.70 .00 I I .53 10.75 I 1.000 -I- I I 10.000 -I- .25 I 0 C -I- 14.312 -I- .0052 -I- -I- -I- -I- -I- .0007 -I- .01 -I- 1.49 -I- .21 .79 -I- .030 .00 .25 1- TRAP FILE: SYSTEM8.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 4 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:11-20-2007 Time: 2:44:30 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 8 FLOW SPLITTER SYSTEM I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- L/Elem ICh -I- Slope I -I- I -I- -I- I I -I- -I- SF Avel -I- HF ISE -t- DpthlFroude -I- NINorm -I- Dp -I- I "N" I -I- X-Fa111 -I ZR (Type Ch I I I 513.083 1101.244 -I- 1.427 -I- 1102.672 I I 22.33 1.51 I .04 I 1102.71 .00 I I .53 10.71 I I 1.000 I 10.000 .25 I 0 .0 -I- 13.937 .0052 -I- -I- -I- -I- .0008 -I- .01 -I- 1.43 -I- .23 -i- .79 -I- .030 -I- .00 .25 1- TRAP I 527.020 I 1101.317 -I- I 1.363 -I- 1102.680 I I 22.33 1.58 I .04 I 1102.72 .00 I I .53 10.68 I I 1.000 I 10.000 .25 I 0 .0 -I- 4.480 .0052 -I- -I- -I- -I- .0009 -I- .00 -I- 1.36 -I- .24 -I- .79 -I- .030 -I- .00 .25 1- TRAP I 531.500 -I- I 1101.340 -I- I 1.343 -I- 1102.683 -I- I I 22.33 -I- 1.61 -I- I .04 -I- I 1102.72 -I- .00 -I- I .53 -I- I 10.67 -I- I I 1.000 -I- I 10.000 -I- .25 I 0 .0 I- I 531.500 I 1101.340 I .212 1101.552 I I 22.33 10.47 I 1.70 I 1103.25 .00 I .53 I 10.11 I I 1.000 I 10.000 .25 I 0 .0 WALL EXIT I 531.500 I 1101.340 1.686 I 1103.026 I I 22.33 7.90 I .97 I 1104.00 .00 I 1.69 I 1.46 I 2.000 I I .000 .00 I 1 .0 -I- 2.615 -I- .0039 -I- -I- -I- -I- -I- .0090 -I- .02 -I- 1.69 -I- 1.00 -I- 2.00 -I- .013 -I- .00 .00 1- PIPE I 534.115 I 1101.350 1.787 I 1103.137 I I 22.33 7.54 I .88 I 1104.02 .00 I 1.69 I 1.23 I 2.000 I I .000 .00 I 1 .0 13.694 .0039 .0086 .12 1.79 .86 2.00 .013 .00 .00 PIPE I 547.809 I 1101.404 1.931 i 1103.335 I I 22.33 7.18 i .80 I 1104.14 .00 I 1.69 I .73 I 2.000 I I .000 .00 I 1 .0 -I- 10.519 -I- .0039 -I- -I- -I- -I- -I- .0088 -I- .09 -I- 1.93 -I- .61 -I- 2.00 -I- .013 -I- .00 .00 1- PIPE i 558.327 I 1101.445 2.000 I 1103.445 I I 22.33 7.11 I .78 I 1104.23 -I- .00 -I- I 1.69 I .00 -I- I 2.000 I I .000 .00 I 1 .0 -I- 14.073 -I- .0039 -I- -I- -I- -I- -i- .0095 .13 2.00 -I- .00 2.00 -I- .013 -I- .00 .00 1- PIPE I 572.400 I 1101.500 2.082 I 1103.582 i I 22.33 7.11 I .78 1 1104.37 -I- .00 -I- I 1.69 I .00 I 2.000 I I .000 .00 I 1 .0 -I- JUNCT STR -I- .0050 -I- -I- -I- -I- -I- .0052 .04 2.08 -I- .00 -I- -I- .013 -I- .00 .00 I- PIPE I 580.400 1101.540 I 4.036 I 1105.576 I I 2.80 1.58 I .04 I 1105.61 .00 I .64 I .00 1 1.500 I I .000 .00 I 1 .0 45.647 .0565 .0007 .03 4.04 .00 .34 .013 .00 .00 PIPE I f I _f ). w1 1 _.__ v �_. _ 1M FILE: SYSTEMB.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 5 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:11-20-2007 Time: 2:44:30 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 8 FLOW SPLITTER SYSTEM I Invert I Depth I Water I Q I Vel Vel I Energy I Super )CriticallFlow ToplHeight/[Base Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) -I- Head I -I- Grd.El.[ -I- Elev -I- I Depth -I- I Width -I- IDia.-FTlor -I- I.D.1 -I- ZL -I IPrs/Pip -I- L/Elem -I- ICh Slope I -I- I -I- I -I- I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR (Type Ch I I I I I i I 626.047 I I 1104.120 I 1.500 I 1105.620 I 2.80 1.58 I .04 1105.66 -I- .00 -I- .64 -I- .00 -I- 1.500 -I- .000 -I- .00 1 .0 -I- 2.417 -I- .0565 -I- -I- -I- -I- -I- .0007 .00 1.50 .00 .34 .013 .00 .00 1- PIPE 628.463 I I 1104.257 I 1.360 I 1105.617 I 2.80 1.66 I .04 I 1105.66 .00 I .64 I .87 I 1.500 I I .000 -i- .00 I 1 .0 -I- 1.355 -I- .0565 -I- -I- -I- -I- -I- .0006 -I- .00 -I- 1.36 -I- .21 -I- .34 -I- .013 .00 .00 1- PIPE 629.818 I I 1104.333 I 1.280 I 1105.613 I 2.80 1.74 i .05 I 1105.66 .00 I .64 I 1.06 I 1.500 I I .000 -I- .00 I 1 .0 1- -I- 1.116 -I- .0565 -I- -I- -I- -I- -I- .0007 -I- .00 -I- 1.28 -I- .25 -I- .34 -I- .013 .00 .00 PIPE 630.934 I I 1104.396 1.213 I I 1105.609 I 2.80 1.83 I .05 i 1105.66 .00 I .64 I 1.18 I 1.500 I I .000 -I- .00 I 1 .0 1- -I- .947 -I- .0565 -I- -I- -I- -I- -I- .0008 -I- .00 -I- 1.21 -I- .28 -I- .34 -I- .013 .00 .00 PIPE I 631.881 I I 1104.450 1.155 I I 1105.605 I 2.80 1.92 I .06 I 1105.66 .00 I .64 I 1.26 I 1.500 -I- I I .000 -I- .00 1 .0 1- -I- .849 -I- .0565 -I- -I- -I- -I- -I- .0009 -I- .00 -I- 1.16 -I- .31 -I- .34 .013 .00 .00 I PIPE I 632.730 I I 1104.498 1.102 I I 1105.600 I 2.80 2.01 I .06 I 1105.66 .00 I .64 I 1.32 I 1.500 I .000 -I- .00 1 .0 1- -I- .751 -I- .0565 -I- -I- -I- -I- -I- .0009 -I- .00 -I- 1.10 -I- .35 -I- .34 -I- .013 .00 .00 I PIPE I 633.481 I I 1104.540 1.054 I I 1105.594 I 2.80 2.11 I .07 I 1105.66 .00 I .64 I 1.37 -I- I 1.500 -I- I .000 -I- .00 1 C 1- -I- .669 -I- .0565 -I- -I- -I- -I- -I- .0011-1 -I- .00 -I- 1.05 -I- .38 .34 .013 .00 .00 PIPE 634.150 I I 1104.578 1.010 I I 1105.588 I 2.80 2.21 I .08 I 1105.66 .00 I .64 I 1.41 -I- I 1.500 -I- I .000 -I- I .00 I 1 C 1- -i- .622 -I- .0565 -I- -I- -I- -I- -I- .0012 -I- .00 -I- 1.01 -I- .41 .34 .013 .00 .00 PIPE I 634.772 I I 1104.613 .968 I I 1105.582 I 2.80 2.32 I .08 I 1105.67 .00 -I- I .64 I 1.44 -I- I 1.500 -I- I .000 -I- I .00 1 C 1- -I- .555 -I- .0565 -I- -I- -I- -I- -I- .0013 -I- .00 .97 -i- .45 .34 .013 .00 .00 PIPE FILE: SYSTEM8.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 6 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:11-20-2007 Time: 2:44:30 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 8 FLOW SPLITTER SYSTEM Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station -I- I Elev I -I- (FT) I -I- Elev I -I- (CFS) I -I- (FPS) -I- Head I -I- Grd.El.l -I- Elev -I- I Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude -I- NINorm Dp -i- -I- I "N" -I- I X -Fall) ZR -I (Type Ch I I I I I I I I 635.327 1104.645 .929 1105.574 2.80 2.43 .09 -I- 1105.67 -I- .00 -I- .64 I 1.46 I 1.500 I I .000 .00 I 1 .0 -I- .487 -I- .0565 -I- -I- -I- -i- .0015 .00 .93 -I- .48 .34 -I- -I- .013 -I- .00 .00 1- PIPE 635.815 I 1104.672 I I .893 -I- I 1105.565 I 2.80 2.55 I .10 I 1105.67 -I- .00 i .64 I 1.47 I 1.500 I I .000 .00 I 1 .0 -I- .454 -I- .0565 -I- -I- -I- -I- .0017 .00 -I- .89 -I- .52 .34 -I- -I- .013 -I- .00 .00 1- PIPE 636.269 I 1104.698 I .858 I 1105.556 I I 2.80 2.68 I .11 i 1105.67 .00 I .64 I 1.48 I 1.500 I I .000 .00 I 1 .0 -I- .383 -I- .0565 -I- -I- -I- -I- -I- .0019 -I- .00 -I- .86 -I- .56 .34 -I- -I- .013 -I- .00 .00 1- PIPE 636.651 I 1104.720 I .826 -I- I 1105.546 I I 2.80 2.81 I .12 I 1105.67 .00 I .64 I 1.49 I 1.500 I I .000 .00 I 1 .0 -I- .345 -I- .0565 -I- -I- -I- -I- .0022 -I- .00 -i- .83 -I- .61 .34 -I- -I- .013 -I- .00 .00 1- PIPE 636.997 I 1104.739 I .795 I 1105.534 I I 2.80 2.94 I .13 I 1105.67 .00 I .64 I 1.50 I 1.500 I I .000 .00 I 1 .0 -I- .306 -I- .0565 -I- -I- -I- -I- -I- .0025 -I- .00 -I- .80 -I- .65 .34 -I- -I- .013 -I- .00 .00 1- PIPE 637.303 I 1104.756 I .765 I 1105.522 I I 2.80 3.09 I .15 I 1105.67 .00 I .64 I 1.50 I 1.500 I 1 .000 .00 1 1 .0 -I- .246 -I- .0565 -I- -I- -I- -I- -I- .0028 -I- .00 -I- .77 -I- .70 .34 -I- -I- .013 -i- .00 .00 1- PIPE 637.549 I 1104.770 -I- I .737 I 1105.507 I I 2.80 3.24 I .16 I 1105.67 .00 I .64 I 1.50 I 1.500 I I .000 .00 I 1 .0 -I- .201 .0565 -I- -I- -I- -I- -I- .0032 -I- .00 -I- .74 -I- .75 .34 -I- -I- .013 -I- .00 .00 1- PIPE 637.750 -I- I 1104.782 -I- I .710 -I- I 1105.492 -i- I I 2.80 -I- 3.40 I .18 i 1105.67 .00 I .64 I 1.50 I 1.500 I i .000 .00 I 1 .0 .151 .0565 -I- -I- .0037 -I- .00 -I- .71 -I- .81 .34 -I- -I- .013 -I- .00 .00 1- PIPE 637.900 -I- I 1104.790 -I- I .684 -I- I 1105.474 -I- I i 2.80 -I- 3.57 -I- I .20 -I- I 1105.67 -I- .00 -I- I .64 -I- i 1.49 I 1.500 -I- -I- I I .000 -I- .00 I 1 .0 I- T1 CYPRESS BRIDGE WIDENING T2 DRAIANGE SYSTEM 9 T3 18" RCP SO 100.000 1102.010 1 R 113.500 1102.820 1 JX 116.500 1102.850 3 2 R 178.700 1103.470 3 SH 178.700 1103.470 3 CD 1 4 1 .000 1.500 CD 2 4 1 .000 2.000 CD 3 4 1 .000 1.500 Q .500 .0 .013 .013 2.400 .013 000 .000 .000 000 .000 .000 000 .000 .000 SYSTEM 9 0 1105.865 .000 .000 0 1109.000 .0 90.000 .000 .000 0 1104.970 .0 .00 .00 FILE: SYSTEM9.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 1 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time: 1: 6: 7 CYPRESS BRIDGE WIDENING DRAIANGE SYSTEM 9 18" RCP I Invert I Depth I Water I 4 I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station -I- I Elev -I- I (FT) -I- I Elev I (CFS) I -I- (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I -I- I I I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" I -I- X -Fall) ZR -I (Type Ch I I I I I 100.000 -I- 1102.010 -I- 3.855 -I- 1105.865 2.90 -1- I 1.64 .04 I 1105.91 .00 I I .65 .00 I I 1.500 I .000 .00 I 1 .0 13.500 .0600 I I -I- I I I -I- -i- .0008 -I- .01 -I- 3.85 -I- .00 -I- .34 -I- .013 -I- .00 .00 1- PIPE 113.500 -I- 1102.820 -I- 3.055 -I- 1105.875 2.90 -I- -I- I 1.64 .04 I 1105.92 .00 I I .65 .00 I I 1.500 I .000 .00 I 1 .0 JUNCT STR .0100 I -I- -I- .0004 -I- .00 -I- .00 -I- .00 -I- -I- .013 -I- .00 .00 I- PIPE 116.500 -I- 1102.850 -I- I 3.108 -I- I I I 1105.958 .50 -I- -I- 1 .28 .00 -I- -I- I 1105.96 .00 I I .26 .00 I I 1.500 I .000 .00 I 1 .0 62.200 .0100 I .0000 -I- .00 -I- 3.11 -I- .00 -I- .22 -I- .013 -1- .00 .00 1- PIPE 178.700 -I- 1103.470 -I- I 2.489 -I- I i I 1105.959 .50 -I- -I- I .28 .00 -I- -I- I 1105.96 -I- .00 -I- I I .26 -I- .00 -I- I I 1.500 -I- I .000 -I- .00 I 1 .0 I- T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 10 T3 24" RCP SO 100.000 1105.610 1 R 175.500 1110.440 1 SH 175.500 1110.440 1 CD 1 4 1 .000 2.000 Q .500 .0 SYSTEM 10 .013 000 .000 .000 1107.730 1112.440 .00 0 000 .000 0 FILE: SYSTEMIO.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 1 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time: 1:12: 2 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 10 24" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station -I- I Elev I -I- (FT) I -I- Elev I -I- (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- -I- I "N" I X -Fall) -I ZR IType Ch I I I I 100.000 1105.610 2.120 -I- 1107.730 I .50 .16 I .00 I 1107.73 .00 I I .24 .00 I I 2.000 I .000 .00 I 1 .0 -i- 1.876 -i- .0640 -I- -I- -I- -I- .0000 -I- .00 -I- 2.12 -I- .00 -I- .13 -I- .013 -I- .00 .00 1- PIPE 101.876 -I- I I 1105.730 -I- I 2.000 -I- I 1107.730 -I- i .50 .16 I .00 I 1107.73 .00 I I .24 .00 I I 2.000 I .000 .00 I 1 .0 2.890 .0640 -I- -I- -I- .0000 -I- .00 -I- 2.00 -I- .00 -I- .13 -I- .013 -I- .00 .00 1- PIPE 104.766 I I 1105.915 I 1.814 -I- I 1107.729 -I- I .50 .17 I .00 I 1107.73 .00 I i .24 1.16 I I 2.000 I .000 .00 I 1 .0 -I- 1.688 -I- .0640 -I- -I- -i- .0000 -I- .00 -I- 1.81 -I- .02 -I- .13 -I- .013 -I- .00 .00 1- PIPE 106.453 I f 1106.023 -I- I 1.706 -I- 1107.729 -I- i I .50 -I- .18 -I- I .00 I 1107.73 .00 I I .24 1.42 I I 2.000 I .000 .00 I 1 .0 -I- 1.375 .0640 -I- .0000 -I- .00 -I- 1.71 -I- .02 -I- .13 -I- .013 -I- .00 .00 1- PIPE 107.828 I I 1106.111 I 1.618 1107.729 I .50 I .18 I .00 -I- I 1107.73 .00 I I .24 1.57 I I 2.000 I .000 .00 I 1 .0 -I- 1.219 -I- .0640 -I- -I- -i- -I- .0000 -I- .00 -I- 1.62 -I- .02 -i- .13 -I- .013 -I- .00 .00 1- PIPE 109.047 I I 1106.189 I 1.540 1107.729 I .50 I .19 I .00 I 1107.73 .00 -I- I I .24 1.68 I I 2.000 I .000 .00 I 1 .0 -I- 1.093 -I- .0640 -I- -I- -I- -I- -I- .0000 -I- .00 1.54 -I- .03 -I- .13 -I- .013 -I- .00 .00 1- PIPE 110.140 I I 1106.259 I 1.470 1107.729 I .50 I .20 I .00 I 1107.73 .00 I I .24 1.77 I i 2.000 I .000 .00 I 1 .0 1.000 .0640 .0000 .00 1.47 .03 .13 .013 .00 .00 PIPE 111.140 I I 1106.323 I 1.406 1107.729 I .50 I .21 I .00 I 1107.73 .00 I I .24 1.83 I I 2.000 I .000 .00 I 1 .0 -i- .937 -I- .0640 -I- -I- -I- -I- -i- .0000 -I- .00 -I- 1.41 -I- .03 -I- .13 -I- .013 -I- .00 .00 1- PIPE 112.077 I I 1106.383 I 1.346 1107.729 I .50 I .22 I .00 I 1107.73 .00 I I .24 1.88 I I 2.000 I .000 .00 I 1 .0 -I- .859 -I- .0640 -I- -I- -I- -I- -I- .0000 -I- .00 -I- 1.35 -I- .04 -I- .13 -i- .013 -I- .00 .00 1- PIPE FILE: SYSTEMI0.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 2 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time: 1:12: 2 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 10 24" RCP I Invert 1 Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wti INo Wth Station -I- I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem -I- ICh Slope I -I- I -I- -I- I I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm Dp -I- -I- -I- I "N" I X -Fall) ZR -I (Type Ch I I 112.935 -I- 1106.438 -I- 1.291 -I- I 1107.729 I I .50 .23 I .00 I 1107.73 .00 i .24 I 1.91 I I 2.000 I .000 .00 I 1 .0 .812 .0640 -I- -I- -I- -I- .0000 -I- .00 -I- 1.29 -I- .04 .13 -I- -I- .013 -I- .00 .00 1- PIPE 113.747 -I- I I 1106.489 -I- 1.239 -I- I 1107.729 I I .50 .24 I .00 I 1107.73 .00 I .24 I 1.94 I I 2.000 I .000 .00 I 1 .0 .749 .0640 -I- -I- -I- -I- .0000 -I- .00 -I- 1.24 -I- .04 .13 -I- -I- .013 -i- .00 .00 1- PIPE 114.496 -I- I I 1106.537 -I- 1.191 -I- I 1107.728 I I .50 .26 I .00 I 1107.73 .00 I .24 I 1.96 I I 2.000 I .000 .00 I 1 .0 .718 .0640 -I- -I- -I- -I- .0000 -I- .00 -I- 1.19 -I- .05 .13 -I- -I- .013 -I- .00 .00 1- PIPE 115.214 -I- I I 1106.583 -I- 1.145 -I- I 1107.728 -I- 1 I .50 -I- .27 I .00 I 1107.73 .00 I .24 I 1.98 I I 2.000 I .000 .00 I 1 .0 .686 .0640 -I- -I- .0000 -I- .00 -I- 1.15 -I- .05 .13 -I- -I- .013 -I- .00 .00 1- PIPE 115.900 -I- I I 1106.627 -I- 1.101 -I- I 1107.728 -I- I I .50 -I- .28 I .00 I 1107.73 .00 I .24 I 1.99 I I 2.000 I .000 .00 1 1 .0 .639 .0640 -I- -I- .0000 -I- .00 -I- 1.10 -I- .05 .13 -I- -I- .013 -I- .00 .00 1- PIPE 116.539 I I 1106.668 -I- 1.060 -I- I 1107.728 I I .50 .30 I .00 I 1107.73 .00 I .24 I 2.00 I I 2.000 I .000 .00 I 1 C -I- .623 .0640 -I- -I- -I- -I- .0000 -I- .00 -I- 1.06 -I- .06 .13 -I- -I- .013 -I- .00 .00 1- PIPE 117.162 -I- I I 1106.708 -I- 1.020 -1- I 1107.728 I I .50 .31 I .00 I 1107.73 .00 I .24 I 2.00 I I 2.000 I .000 .00 1 1 C .576 .0640 -I- -I- -I- -I- .0000 -I- .00 -I- 1.02 -I- .06 .13 -1- -I- .013 -I- .00 .00 1- PIPE 117.738 -I- I I 1106.745 -I- .983 -I- I 1107.728 -I- I I .50 -I- .33 -I- I .00 -I- I 1107.73 -I- .00 I .24 I 2.00 I I 2.000 I .000 .00 I 1 C .560 .0640 .0000 .00 -I- .98 -I- .07 .13 -I- -I- .013 -I- .00 .00 1- PIPE 118.299 -I- I I 1106.781 -I- .947 -I- I 1107.728 I I .50 .34 I .00 I 1107.73 -I- .00 I .24 I 2.00 I I 2.000 -I- I .000 .00 i 1 C .529 .0640 -I- -I- -I- -I- .0000 .00 -I- .95 -I- .07 .13 -I- .013 -I- .00 .00 1- PIPE 1 1 t 1 .f 1 11,11 fit 1 .t 1 f 1 f 1 1 # 1 4 l .. 1 [.. ,) f f FILE: SYSTEMIO.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 3 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time: 1:12: 2 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 10 24" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBaSe Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev -I- I Depth I Width IDia.-FTlor I.D.1 ZL -I 1Prs/Pip -I- L/Elem -I- ICh Slope I -I- I -I- -I- I I -I- -I- SF Avel -I- HF ISE DpthlFroude -I- NINorm Dp -I- -I- I "N" -I- I X -Fall) ZR (Type Ch �**�****+I***t+:tt+tlt+t*****I*.*******1********x1***,rt**1**t****1*+***r*,r�1*��****I*+*�+**rl�*******I*******I►***r«�Ir**+* I*t�**** 118.828 I I 1106.815 I .913 1107.728 I I .50 .36 I .00 I 1107.73 .00 I .24 I 1.99 f 2.000 I I .000 .00 I 1 .0 -I- .513 -I- .0640 -I- -I- -I- -I- -I- .0000 -I- .00 -I- .91 -I- .08 .13 -I- -I- .013 -I- .00 .00 1- PIPE 119.341 I I 1106.847 I .880 1107.728 I I .50 .38 I .00 I 1107.73 .00 1 .24 I 1.99 I 2.000 I I .000 .00 I 1 .0 -I- .481 -I- .0640 -I- -I- -i- -I- -I- .0000 -I- .00 -I- .88 -I- .08 .13 -I- -i- .013 -I- .00 .00 1- PIPE 119.822 I I 1106.878 I .849 1107.727 I I .50 .39 I .00 I 1107.73 .00 I .24 I 1.98 I 2.000 I I .000 .00 I 1 .0 -I- .465 -I- .0640 -I- -I- -I- -I- -I- .0000 -I- .00 -I- .85 -I- .09 .13 -I- -I- .013 -I- .00 .00 1- PIPE 120.287 i I 1106.908 I .819 1107.727 I I .50 .41 I .00 I 1107.73 .00 I .24 I 1.97 I 2.000 I I .000 .00 I 1 .0 .449 .0640 .0000 .00 .82 .09 .13 .013 .00 .00 PIPE I 120.737 I I 1106.937 I .790 1107.727 I I .50 .43 I .00 I 1107.73 .00 I .24 I 1.96 I 2.000 I I .000 -I- .00 1 1- .0 -I- .433 -I- .0640 -I- -I- -I- -I- -I- .0000 -I- .00 -I- .79 -I- .10 .13 -I- -I- .013 .00 .00 PIPE I 121.170 I 1106.964 I .762 I 1107.727 I I .50 .45 I .00 I 1107.73 .00 I .24 I 1.94 I 2.000 I 1 .000 -I- .00 1 .0 -I- .402 -I- .0640 -I- -I- -I- -I- -I- .0001 -I- .00 -I- .76 -I- .11 .13 -I- -I- .013 .00 .00 1- PIPE I 121.572 I 1106.990 I .736 I 1107.726 I I .50 -I- .48 -I- I .00 -I- I 1107.73 -I- .00 -I- I .24 I 1.93 I 2.000 -I- -I- I I .000 -I- .00 1 1- .0 -I- .386 -I- .0640 -I- -I- .0001 .00 .74 -I- .11 .13 .013 .00 .00 PIPE 121.958 I 1107.015 I .711 I 1107.726 I I .50 .50 -I- I .00 -I- I 1107.73 -I- .00 -I- I .24 -I- I 1.91 I 2.000 -I- -I- I I .000 -I- .00 I 1 1- .0 -I- .385 -I- .0640 -I- -I- -I- .0001 .00 .71 .12 .13 .013 .00 .00 PIPE 122.343 I 1107.040 I .686 I 1107.726 I I .50 .52 I .00 I 1107.73 -I- .00 -I- I .24 -I- I 1.90 I 2.000 -I- -I- I .000 -I- I .00 I 1 .0 -I- .353 -I- .0640 -I- -I- -I- -I- -I- .0001 .00 .69 .13 .13 .013 .00 .00 1- PIPE FILE: SYSTEMI0.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 4 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time: 1:12: 2 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 10 24" RCP I Invert I Depth I Water I 4 I Vel Vel I Energy I Super 1CriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip -I- L/Elem -I- ICh Slope -I- I I -I- I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X-Fa111 -I ZR (Type Ch I I I I I I I 122.696 1107.062 .663 1107.725 I .50 .55 .00 1107.73 .00 I .24 1.88 I 2.000 I I .000 .00 I 1 .0 -1- .353 -I- .0640 -I- -I- -I- -I- -I- .0001 -I- .00 -I- .66 -I- .14 -I- .13 -I- .013 -I- .00 .00 1- PIPE 123.049 I 1107.085 I I .640 I 1107.725 I .50 I .58 .01 I 1107.73 .00 I I .24 1.87 I 2.000 I I .000 .00 I 1 .0 -I- .336 -i- .0640 -I- -I- -I- -I- -I- .0001 -I- .00 -I- .64 -I- .15 -I- .13 -I- .013 -I- .00 .00 1- PIPE 123.385 -I- I 1107.106 I I .618 i 1107.724 I .50 I .60 .01 I 1107.73 .00 I I .24 1.85 I 2.000 I I .000 .00 I 1 .0 .320 -I- .0640 -I- -I- -I- -I- -I- .0001 -I- .00 -I- .62 -I- .16 -I- .13 -I- .013 -I- .00 .00 1- PIPE 123.705 I 1107.127 I I .597 I 1107.724 I .50 I .63 .01 I 1107.73 .00 I I .24 1.83 I 2.000 I I .000 .00 I 1 .0 -I- .304 -I- .0640 -I- -I- -I- -I- -I- .0001 -I- .00 -I- .60 -I- .17 -I- .13 -I- .013 -I- .00 .00 1- PIPE 124.009 I 1107.146 I I .577 -I- I 1107.723 I .50 I .66 .01 I 1107.73 .00 I I .24 1.81 i 2.000 I I .000 .00 I 1 .0 -I- .287 -I- .0640 -I- -I- -I- -I- .0002 -I- .00 -I- .58 -i- .18 -I- .13 -I- .013 -I- .00 .00 1- PIPE 124.296 I 1107.164 I I .558 I 1107.723 I .50 I .70 .01 I 1107.73 .00 I I .24 1.79 I 2.000 I I .000 .00 I 1 .0 -I- .286 -I- .0640 -I- -I- -I- -I- -I- .0002 -I- .00 -I- .56 -I- .19 -I- .13 -I- .013 -I- .00 .00 1- PIPE 124.582 I 1107.183 I I .539 1107.722 I I .50 I .73 .01 I 1107.73 .00 I I .24 1.77 I 2.000 I I .000 .00 I 1 .0 -I- .269 -I- .0640 -I- -I- -I- -I- -i- .0002 -I- .00 -I- .54 -I- .21 -I- .13 -I- .013 -I- .00 .00 1- PIPE 124.851 I 1107.200 I I .521 -I- 1107.721 -I- I I .50 I .77 .01 I 1107.73 .00 I I .24 1.76 I 2.000 I I .000 .00 I 1 .0 -I- .252 -I- .0640 -I- -I- -I- .0002 -I- .00 -I- .52 -I- .22 -I- .13 -I- .013 -I- .00 .00 1- PIPE 125.104 I 1107.216 I I .504 1107.720 -I- I I .50 -I- I .80 .01 I 1107.73 .00 I I .24 1.74 I 2.000 I .000 I .00 I 1 .0 -I- .251 -I- .0640 -I- -I- -I- .0003 -i- .00 -I- .50 -I- .24 -I- .13 -I- .013 -I- .00 .00 1- PIPE 111111 $AfJ t. I I I t ! 1 FILE: SYSTEMI0.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 5 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time: 1:12: 2 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 10 24" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station -I- I Elev I -I- (FT) I -I- Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip L/Elem ICh Slope I I -I- I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" I -I- X -Fall) ZR -I (Type Ch I I I I I I I I 125.355 1107.232 -I- .487 1107.719 .50 .84 .01 11)7.73 .00 .24 I 1.72 I I 2.000 I .000 .00 I 1 .0 -I- .234 .0640 -I- -I- -I- -I- -I- .0003 -I- .00 -I- .49 -I- .25 -I- .13 -I- .013 -I- .00 .00 1- PIPE 125.589 -I- I I 1107.247 -I- I .471 -I- I 1107.718 I .50 .88 I .01 I 1107.73 .00 I .24 I 1.70 I I 2.000 I .000 .00 I 1 .0 .232 .0640 -I- -I- -I- -I- .0004 -I- .00 -I- .47 -I- .27 -I- .13 -I- .013 -I- .00 .00 1- PIPE 125.821 I I 1107.262 I .455 I 1107.717 I .50 .93 I .01 I 1107.73 .00 I .24 i 1.68 I I 2.000 I .000 .00 I 1 .0 -I- .215 -I- .0640 -I- -I- -I- -I- -I- .0004 -I- .00 -I- .46 -I- .29 -I- .13 -I- .013 -I- .00 .00 1- PIPE 126.036 I i 1107.276 I .440 I 1107.716 I .50 .97 I .01 I 1107.73 .00 I .24 I 1.66 I I 2.000 I .000 .00 I 1 .0 -I- .197 -I- .0640 -I- -I- -I- -I- -I- .0005 -I- .00 -I- .44 -I- .31 -I- .13 -I- .013 -I- .00 .00 1- PIPE 126.233 I I 1107.288 I .426 I 1107.715 I .50 1.02 I .02 I 1107.73 .00 I .24 I 1.64 I I 2.000 I .000 .00 I 1 .0 -I- .195 -i- .0640 -I- -i- -I- -I- -I- .0005 -I- .00 -I- .43 -I- .33 -I- .13 -I- .013 -I- .00 .00 1- PIPE 126.428 I I 1107.301 1 .412 I 1107.713 I .50 1.07 I .02 i 1107.73 .00 I .24 I 1.62 I I 2.000 I .000 .00 I 1 .0 -I- .111 -I- .0640 -I- -i- -I- -I- -I- .0006 -I- .00 -I- .41 -I- .35 -I- .13 -I- .013 -I- .00 .00 1- PIPE 126.539 I 1107.308 I I .398 I 1107.706 I .50 1.13 i .02 I 1107.73 .00 I .24 I 1.60 I I 2.000 I .000 .00 I 1 .0 HYDRAULIC JUMP 126.539 I I 1107.308 -I- I .132 -I- I 1107.440 -I- I .50 5.62 I .49 I 1107.93 .00 I .24 I .99 I I 2.000 I .000 .00 I 1 .0 -I- 26.259 .0640 -I- -I- -I- .0640 -I- 1.68 -I- .13 -I- 3.31 -1- .13 -I- .013 -I- .00 .00 1- PIPE 152.798 I 1108.988 -I- I I .132 -I- I 1109.120 -I- I .50 -I- 5.62 I .49 I 1109.61 .00 I .24 I .99 I I 2.000 I .000 .00 I 1 .0 -I- 9.871 .0640 -I- -I- .0618 -I- .61 -I- .13 -I- 3.31 -I- .13 -I- .013 -I- .00 .00 1- PIPE FILE: SYSTEMI0.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 6 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time: 1:12: 2 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 10 24" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/(Base Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- L/Elem ICh -I- Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" I -I- X-Fa111 -I ZR 1Type Ch I I I I I I I 162.669 I 1109.619 I .134 I 1109.753 I .50 5.48 I .47 1110.22 -I- .00 -I- .24 -I- 1.00 -I- I 2.000 .000 -I- .00 1 .0 -I- 4.622 -I- .0640 -I- -I- -I- -I- -I- .0559 .26 .13 3.20 .13 -I- .013 .00 .00 1- PIPE i 167.291 I 1109.915 t .139 I 1110.054 I .50 5.23 I .42 I 1110.48 .00 I .24 I 1.02 I I 2.000 i .000 -I- .00 I 1 .0 -I- 2.270 -I- .0640 -I- -I- -I- -I- -I- .0487 -I- .11 -I- .14 -I- 3.00 -I- .13 -I- .013 .00 .00 1- PIPE I 169.561 I 1110.060 I .143 1110.203 I I .50 4.98 I .39 I 1110.59 .00 I .24 I 1.03 I 2.000 I I .000 .00 I 1 .0 -I- 1.399 -I- .0640 -I- -I- -I- -I- -I- .0425 -I- .06 -i- .14 -I- 2.82 -I- .13 -I- .013 -I- .00 .00 1- PIPE I 170.960 1110.150 I .148 I 1110.298 I I .50 4.75 I .35 I 1110.65 .00 I .24 I 1.05 i 2.000 I I .000 -I- .00 I 1 .0 -i- 1.000 -I- .0640 -I- -I- -I- -I- -I- .0371 -I- .04 -I- .15 -I- 2.64 -I- .13 -I- .013 .00 I .00 1- PIPE i I 171.960 1110.214 I .153 I 1110.367 I I .50 4.53 I .32 I 1110.69 .00 I .24 I 1.06 I 2.000 I .000 -I- .00 1 .0 -I- .758 -I- .0640 -I- -I- -I- -I- -I- .0324 -I- .02 -I- .15 -I- 2.48 -I- .13 -I- .013 .00 .00 1- PIPE I 172.718 1110.262 I .158 I 1110.420 I I .50 4.32 I .29 I 1110.71 .00 I .24 I 1.08 I 2.000 I I .000 .00 I 1 1- .0 -i- .597 -I- .0640 -i- -I- -I- -I- -I- .0282 -I- .02 -I- .16 -I- 2.32 -I- .13 -I- .013 -I- .00 .00 PIPE I I 173.315 1110.300 I .163 I 1110.463 I I .50 4.12 I .26 I 1110.73 .00 I .24 I 1.09 I 2.000 I I .000 .00 1 .0 .481 .0640 .0246 .01 .16 2.18 .13 .013 .00 .00 PIPE I 173.796 1110.331 I .168 I 1110.499 I i .50 3.93 I .24 I 1110.74 .00 I .24 I 1.11 I 2.000 I I .000 .00 I 1 .0 -I- .371 -I- .0640 -i- -I- -I- -I- -I- .0214 -I- .01 -I- .17 -I- 2.04 -I- .13 -I- .013 -I- .00 .00 1- PIPE I 174.167 1110.355 I .174 I 1110.529 I I .50 3.74 I .22 I 1110.75 .00 I .24 I 1.13 I 2.000 I I .000 .00 I 1 .0 -I- .305 -I- .0640 -i- -I- -I- -I- -I- .0187 -i- .01 -I- .17 -I- 1.92 -I- .13 -I- .013 -I- .00 .00 1- PIPE FILE: SYSTEMIO.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 7 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time: 1:12: 2 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 10 24" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station -I- I Elev I -I- (FT) I -I- Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth 1 Width IDia.-FTlor I.D.I ZL IPrs/Pip L/Elem ICh Slope I I -I- I -I- I -I- -I- SF Ave] -I- -I- HF ISE DpthlFroude -I- NINorm Dp -I- -I- -I- I "N" I X -Fall) -I ZR (Type Ch I I I I I 174.471 1110.374 .180 1110.554 .50 3.57 I .20 I 1110.75 .00 I .24 I 1.15 I I 2.000 I .000 .00 I 1 .0 -I- .273 -I- .0640 -I- -I- -I- -I- -I- .0163 -I- .00 -I- .18 -I- 1.80 .13 -I- -I- .013 -I- .00 .00 1- PIPE 174.744 I I 1110.392 t .185 1110.577 I I .50 3.40 I .18 I 1110.76 .00 I .24 I 1.16 I i 2.000 I .000 .00 I 1 .0 -I- .188 -I- .0640 -I- -I- -I- -I- -I- .0142 -I- .00 -I- .19 -I- 1.69 .13 -I- -I- .013 -I- .00 .00 1- PIPE 174.932 I I 1110.404 I .192 1110.596 I I .50 3.25 I .16 I 1110.76 .00 I .24 I 1.18 I I 2.000 I .000 .00 I 1 .0 -I- .172 -I- .0640 -I- -I- -I- -I- -I- .0124 -I- .00 -I- .19 -I- 1.58 .13 -I- -I- .013 -I- .00 .00 1- PIPE 175.104 I I 1110.415 I .198 1110.613 I I .50 3.09 I .15 I 1110.76 .00 I .24 -I- I 1.19 i I 2.000 I .000 -I- .00 i 1 .0 -I- .141 -I- .0640 -I- -I- -I- -I- -I- .0108 -I- .00 -I- .20 1.48 .13 -I- -I- .013 .00 .00 1- PIPE 175.246 I 1110.424 I I .204 1110.628 I I .50 2.95 I .14 I 1110.76 .00 I .24 I 1.21 I I 2.000 I .000 -I- .00 i 1 .0 -I- .097 -I- .0640 -I- -I- -I- -I- -I- .0094 -I- .00 -I- .20 -I- 1.39 .13 -I- -I- .013 .00 .00 1- PIPE 175.343 i 1110.430 I I .211 1110.641 I I .50 2.81 I .12 I 1110.76 .00 I .24 I 1.23 i I 2.000 I .000 -I- .00 I 1 .0 -I- .075 -I- .0640 -I- -I- -I- -I- -I- .0082 -I- .00 -I- .21 -I- 1.30 .13 -i- -I- .013 .00 .00 1- PIPE 175.418 I 1110.435 I I .218 1110.653 I I .50 2.68 I .11 I 1110.76 .00 I .24 1 1.25 I I 2.000 I .000 -I- .00 I 1 .0 -I- .056 -I- .0640 -I- -I- -I- -i- -I- .0072 -I- .00 -I- .22 -I- 1.22 .13 -I- -I- .013 .00 .00 1- PIPE 175.473 I 1110.438 t .225 I 1110.663 I I .50 2.56 I .10 I 1110.76 .00 I .24 I 1.26 I I 2.000 .000 I .00 I 1 C -I- .021 -I- .0640 -I- -I- -I- -I- -I- .0063 -I- .00 -I- .23 -I- 1.15 .13 -I- -I- .013 -I- .00 .00 1- PIPE 175.500 -I- I 1110.440 -I- I .242 -I- I 1110.682 -I- I I .50 -I- 2.31 -I- I .08 -I- I 1110.77 -I- .00 -I- I .24 -I- I 1.30 I I 2.000 -I- -I- .000 -I- f .00 I 1 I- C T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM llb T3 24" RCP SO 100.000 1107.680 1 R 135.700 1110.980 1 SH 135.700 1110.980 1 CD 1 4 1 .000 2.000 Q 11.100 .0 SYSTEM llb .013 000 .000 .000 1110.683 1112.980 00 117 .000 .000 0 FILE: SYSTEM11b.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 1 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time: 1:25:16 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM llb 24" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station -I- I Elev I -I- (FT) I -I- Elev I -I- (CFS) -I- I (FPS) -i- Head I -I- Grd.E1.1 -I- Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I I I SF Avel HF -I- ISE DpthlFroude -I- NINorm Dp -I- -I- I "N" -i- I X-Fa111 -I ZR (Type Ch I t I I I I I 100.000 -I- 1107.680 -I- 3.003 -I- 1110.683 -I- 11.10 -I- I 3.53 -I- .19 -I- 1110.88 -I- .00 -I- 1.20 -I- I .00 I 2.000 -I- I I .000 .00 I 1 .0 9.906 .0924 .0024 .02 3.00 .00 .54 -I- .013 -I- .00 .00 1- PIPE 109.906 f I 1108.596 2.110 I 1110.706 I 11.10 I 3.53 I .19 1110.90 I .00 I 1.20 I .00 I 2.000 I I .000 .00 I 1 .0 HYDRAULIC JUMP 109.906 I I 1108.596 .631 I 1109.227 I 11.10 I 13.07 I 2.65 1111.88 I .00 I 1.20 I 1.86 I 2.000 I i .000 .00 I 1 .0 -I- 2.217 -I- .0924 -I- -I- -I- -I- -I- .0501 -I- .11 -I- .63 -I- 3.41 .54 -I- -I- .013 -I- .00 .00 1- PIPE 112.123 I I 1108.801 .641 I 1109.442 I 11.10 I 12.76 I 2.53 1111.97 I .00 I 1.20 I 1.87 I 2.000 I I .000 .00 I 1 .0 -I- 4.392 -I- .0924 -I- -I- -I- -I- -I- .0454 -I- .20 -I- .64 -I- 3.29 .54 -I- -I- .013 -I- .00 .00 1- PIPE 116.515 I 1109.207 I .664 I 1109.871 I 11.10 I 12.16 I 2.30 1112.17 I .00 I 1.20 I 1.88 I 2.000 I I .000 .00 I 1 .0 -I- 3.509 -I- .0924 -I- -I- -I- -I- -I- .0398 -I- .14 -I- .66 -I- 3.08 .54 -I- -I- .013 -I- .00 .00 1- PIPE 120.024 I 1109.531 I .688 I 1110.219 I 11.10 I 11.60 I 2.09 1112.31 I .00 I 1.20 I 1.90 I 2.000 I I .000 .00 I 1 .0 -I- 2.880 -I- .0924 -I- -I- -I- -I- -I- .0349 -I- .10 -I- .69 -I- 2.88 .54 -I- -I- .013 -I- .00 .00 1- PIPE 122.904 I 1109.797 I .712 I 1110.509 I 11.10 I 11.06 I 1.90 1112.41 I .00 I 1.20 I 1.92 I 2.000 I I .000 .00 I 1 .0 -I- 2.369 -I- .0924 -I- -I- -I- -I- -I- .0306 -I- .07 -I- .71 -I- 2.69 .54 -I- -I- .013 -I- .00 .00 1- PIPE 125.273 I 1110.016 I .738 I 1110.754 I 11.10 I 10.54 I 1.73 1112.48 I .00 I 1.20 I 1.93 I 2.000 I I .000 .00 I 1 .0 -I- 1.994 -I- .0924 -I- -I- -I- -I- -I- .0268 -I- .05 -I- .74 -I- 2.52 .54 -I- -I- .013 -I- .00 .00 1- PIPE 127.267 I 1110.200 I .764 -I- I 1110.965 -i- I 11.10 I 10.05 I 1.57 1112.53 I .00 I 1.20 I 1.94 i 2.000 I I .000 .00 I 1 .0 -I- 1.663 -I- .0924 -I- -I- -I- .0235 -I- .04 -I- .76 -I- 2.35 .54 -I- -I- .013 -I- .00 .00 1- PIPE FILE: SYSTEM11b.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 2 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time: 1:25:16 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM llb 24" RCP Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I -I- (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width 1Dia.-FTIor I.D.I ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- I I -I- -I- I -1- SF Avel -I- HF ISE -I- DpthlFroude -1- NINorm -I- Dp -I- I "N" -I- I X -Fall) -I ZR [Type Ch I I I I I 128.930 -I- 1110.354 -I- .792 -I- I 1111.146 -I- 11.10 -I- 9.58 -I- 1.43 i 1112.57 .00 I 1.20 I 1.96 I 2.000 I I .000 .00 I 1 .0 1.402 .0924 -I- .0206 -I- .03 -I- .79 -I- 2.19 -I- .54 -I- .013 -I- .00 .00 1- PIPE 130.331 I I 1110.484 I .821 I 1111.305 11.10 I 9.14 I 1.30 I 1112.60 -I- .00 -I- I 1.20 I 1.97 I 2.000 I I .000 .00 I 1 .0 -I- 1.182 -I- .0924 -I- -I- -I- -I- -1- .0181 .02 .82 -I- 2.05 -I- .54 -I- .013 -I- .00 .00 1- PIPE 131.514 I I 1110.593 I .851 I 1111.444 11.10 I 8.71 I 1.18 I 1112.62 .00 I 1.20 I 1.98 I 2.000 I I .000 .00 I 1 .0 -I- .995 -I- .0924 -I- -I- -I- -I- -I- .0159 -I- .02 -I- .85 -I- 1.91 -I- .54 -I- .013 -I- .00 .00 1- PIPE 132.509 I I 1110.685 I .882 I 1111.567 11.10 I 8.31 I 1.07 I 1112.64 .00 I 1.20 I 1.99 I 2.000 I I .000 .00 I 1 .0 .821 .0924 .0140 .01 .88 1.78 .54 .013 .00 .00 PIPE 133.330 I I 1110.761 I .915 I 1111.676 11.10 I 7.92 I .97 I 1112.65 .00 I 1.20 I 1.99 I 2.000 I I .000 .00 I 1 .0 -I- .681 -I- .0924 -I- -I- -I- -I- -I- .0123 -I- .01 -I- .92 -I- 1.66 -I- .54 -I- .013 -I- .00 .00 1- PIPE 134.010 I I 1110.824 I .949 I 1111.773 11.10 I 7.55 I .89 I 1112.66 .00 I 1.20 I 2.00 I 2.000 I I .000 .00 1 .0 -I- .545 -I- .0924 -I- -I- -I- -I- -I- .0108 -I- .01 -I- .95 -I- 1.55 -I- .54 -I- .013 -I- .00 .00 1- PIPE 134.556 I I 1110.874 I .985 I 1111.859 11.10 I 7.20 I .81 I 1112.66 .00 I 1.20 I 2.00 I 2.000 I I .000 .00 I 1 .0 -I- .424 -I- .0924 -I- -I- -I- -I- -I- .0095 -I- .00 -I- .99 -I- 1.45 -I- .54 -I- .013 -I- .00 .00 1- PIPE 134.980 I I 1110.913 I 1.023 I 1111.936 11.10 I 6.87 I .73 I 1112.67 .00 I 1.20 I 2.00 I 2.000 I I .000 .00 I 1 .0 -I- .328 -I- .0924 -I- -I- -I- -I- -I- .0084 -I- .00 -I- 1.02 -I- 1.35 -I- .54 -I- .013 -I- .00 .00 1- PIPE 135.308 I I 1110.944 I 1.062 I 1112.006 11.10 I 6.55 I .67 I 1112.67 .00 I 1.20 I 2.00 I 2.000 I I .000 .00 I 1 .0 -I- .217 -I- .0924 -I- -I- -I- -I- -I- .0074 -I- .00 -I- 1.06 -I- 1.25 -I- .54 -I- .013 -I- .00 .00 1- PIPE FILE: SYSTEM11b.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 3 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time: 1:25:16 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM llb 24" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I -I- Elev I -I- (FT) I -I- Elev -I- I (CFS) -I- I (FPS) Head I Grd.El.l Elev -I- -I- -I- -I- I Depth I Width -I- IDia.-FTIor I.D.1 -I- ZL IPrs/Pip -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude -I- NINorm Dp -I- I "N" I X -Fall) ZR (Type Ch *********Ir**�**�**I***a****1*******r*I***+�***:rl******+I*>*****I****,rx+**1r***�**1*******►I********1*******I**+****I***** I I I I+**�*:r* I 135.525 1110.964 1.104 1112.068 11.10 I I 1 6.24 .60 1112.67 .00 I 1.20 I 1.99 I I I 2.000 .000 .00 I 1 .0 -I- .140 -I- .0924 -I- -I- -I- -I- -I- -I- -I- .0065 .00 1.10 -I- 1.16 -I- .54 -i- -I- .013 .00 .00 1- PIPE I 135.664 I 1110.977 I 1.147 1112.124 I 11.10 I I I 5.95 .55 1112.67 .00 I 1.20 I 1.98 I I I 2.000 .000 .00 I 1 .0 -I- .036 -I- .0924 -I- -I- -I- -I- -I- -I- -I- .0058 .00 1.15 -I- 1.08 -I- .54 -I- -I- .013 .00 .00 1- PIPE I 135.700 -I- 1 1110.980 -I- I 1.195 -I- 1112.175 -I- I 11.10 -I- I I I 5.67 .50 1112.67 .00 -I- -I- -I- -I- I 1.20 -I- I 1.96 -I- I I i 2.000 .000 -I- -I- .00 I 1 .0 I- T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM llc T3 24" RCP SO 100.000 1107.680 1 R 171.500 1111.800 1 SH 171.500 1111.800 1 CD 1 4 1 .000 2.000 Q 47.900 .0 SYSTEM llc 1110.683 .013 1113.800 .000 .000 .000 .00 He .000 .000 0 FILE: SYSTEM11c.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 1 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time: 1:19:19 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM llc 24" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 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 Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR (Type Ch I I i I I I I I i I I I I 100.000 1107.680 3.003 1110.683 47.90 15.25 3.61 1114.29 .00 1.98 .00 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 71.500 .0576 .0448 3.21 3.00 .00 1.46 .013 .00 .00 PIPE I I I I I I I I I I I 1 1 171.500 1111.800 2.088 1113.889 47.90 15.25 3.61 1117.50 .00 1.98 .00 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- fill kill T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 12 T3 24" RCP SO 100.000 1107.680 1 R 131.100 1112.030 1 SH 131.100 1112.030 1 CD 1 4 1 .000 2.000 Q 47.500 .0 SYSTEM 12 A 1110.683 .013 .000 .000 0 1114.030 .000 .000 .000 .00 FILE: SYSTEMI2.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 1 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-19-2007 Time: 1:30:40 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 12 24" RCP Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTior I.D.I ZL IPrs/Pip -I- L/Elem ICh -I- Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" I -I- X -Fall) -I ZR (Type Ch ***�*****I*********I�*�*t**+I**�**+***I*�*�**:r**I*****+*I**+�r+*I***:r**►+*I*+***r*Ia**.+**rlr�*****+I*+*+:*�I**:****I***** I I I I�****�* 100.000 -I- 1107.680 -I- 1.350 -I- 1109.030 I I 47.50 i 21.05 6.88 I 1115.91 .00 I I 1.98 1.87 I I 2.000 I .000 .00 I 1 .0 6.915 .1399 -I- -I- -I- -I- .0659 -I- .46 -I- 1.35 -I- 3.38 -I- 1.07 -I- .013 -I- .00 .00 1- PIPE I 106.915 -I- I 1108.647 I 1.403 1110.050 I I 47.50 I 20.17 6.32 I 1116.37 .00 i I 1.98 1.83 I I 2.000 I .000 .00 I 1 .0 6.341 -I- .1399 -I- -I- -I- -I- -I- .0592 -I- .38 -I- 1.40 -I- 3.13 -I- 1.07 -I- .013 -I- .00 .00 1- PIPE i 113.256 I 1109.534 -I- I 1.466 -I- 1111.000 I 47.50 I I 19.23 5.75 I 1116.75 .00 I I 1.98 1.77 I I 2.000 I .000 .00 I 1 .0 -I- 5.208 .1399 -I- -I- -I- -I- .0530 -I- .28 -I- 1.47 -I- 2.87 -I- 1.07 -I- .013 -I- .00 .00 1- PIPE I 118.464 I 1110.263 -I- 1 1.536 -I- 1111.799 I 47.50 I I 18.34 5.22 I 1117.02 .00 I 1.98 I 1.69 I 2.000 I I .000 .00 I 1 .0 -I- 4.319 .1399 -I- -I- -1- -I- .0478 -I- .21 -I- 1.54 -I- 2.61 -i- 1.07 -I- .013 -I- .00 .00 1- PIPE I 122.783 1110.867 -I- I i 1.613 -I- 1112.480 I 47.50 I I 17.49 4.75 I 1117.23 .00 I 1.98 I 1.58 I 2.000 I I .000 .00 I 1 .0 -i- 3.552 .1399 -I- -I- -I- -I- .0434 -i- .15 -I- 1.61 -I- 2.35 -I- 1.07 -I- .013 -I- .00 .00 1- PIPE 126.335 i 1111.364 I I 1.702 1113.066 I 47.50 I I 16.67 4.32 I 1117.38 .00 I 1.98 I 1.42 I 2.000 I I .000 .00 I 1 .0 -i- 2.869 -I- .1399 -I- -I- -I- -I- -I- .0401 -I- .11 -I- 1.70 -I- 2.08 -I- 1.07 -I- .013 -I- .00 .00 1- PIPE 129.204 I 1111.765 -I- I 1.808 -I- I 1113.573 I 47.50 -I- I I 15.90 3.92 -I- -I- I 1117.50 -I- .00 I 1.98 I 1.18 I 2.000 I I .000 .00 I 1 .0 -I- 1.896 .1399 -I- .0395 .07 -I- 1.81 -I- 1.76 -I- 1.07 -I- .013 -I- .00 .00 1- PIPE 131.100 -I- I 1112.030 -I- I 1.975 -I- I 1114.005 -I- I 47.50 -I- I I 15.15 3.57 -I- -I- I 1117.57 -I- .00 -I- I 1.98 -I- I .44 -I- I 2.000 -I- I I .000 -I- .00 I 1 .0 I- T1 CYPRESS BRIDGE WIDENING 0 T2 DRAINAGE SYSTEM 13 T3 DOWNSTREAM TO FLOW SPLITTER SO 100.000 1093.640 1 1098.140 R 210.400 1094.190 1 .013 .000 .000 0 JX 216.400 1094.220 4 2 3.013 .900 27.100 1094.220 1094.220 -90.0 90.0 .000 R 587._900 1097.930 4 .013 .000 .000 0 JX 593.900 1097.960 5 .013 R 709.800 1102.800 5 .013 .000 .000 0 SH 709.800 1102.800 5 1105.548 CD 1 4 1 .000 4.500 .000 .000 .000 .00 CD 2 4 1 .000 1.500 .000 .000 .000 .00 CD 3 4 1 .000 2.000 .000 .000 .000 .00 CD 4 4 1 .000 4.500 .000 .000 .000 .00 CD 5 4 1 .000 4.500 .000 .000 .000 .00 Q 90.320 .0 FILE: SYSTEMI3.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 1 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:11-20-2007 Time: 3:23: 1 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 13 DOWNSTREAM TO FLOW SPLITTER **************x******x*x***x**#**x**xxx**x*****x******xxx#x**xx***#*****x******##****xx**#************#*******#******#**** #******* I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station -I- I Elev I -I- (FT) I -i- Elev -I- I (CFS) I -I- (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip L/Elem *********I***xx****I********I**xx**#*xI**x******I**x****I**#****I**k#*****I*******l**#**#**I********I*******I**#***#I*#*** ICh Slope I I I I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) ZR -I (Type Ch I I I i I I I******* 100.000 -I- 1093.640 -I- 4.500 -I- 1098.140 -I- 118.32 -i- 7.44 -I- .86 -I- I 1099.00 .00 I 3.20 I .00 I 4.500 I .000 I .00 I1 .0 .000 .0050 I I I I .0036 -I- .00 -I- 4.50 -I- .00 -I- 3.19 -I- .013 -I- .00 .00 1- PIPE 100.000 -I- 1093.640 -I- 4.500 -I- 1098.140 -I- I 118.32 -I- 7.44 I .86 I 1099.00 .00 I 3.20 I .00 I 4.500 I I .000 .00 I 1 .0 110.400 .0050 1 I I I -I- -I- .0034 -I- .37 -I- 4.50 -I- .00 -I- 3.19 -I- .013 -I- .00 .00 1- PIPE 210.400 -I- 1094.190 -I- 4.290 -I- 1098.480 -I- I 118.32 -I- 7.57 -I- I .89 I 1099.37 .00 I 3.20 I 1.90 I 4.500 I I .000 .00 I 1 .0 JUNCT STR .0050 i I I I -I- .0026 -I- .02 -I- 4.29 -I- .46 -I- -I- .013 -I- .00 .00 I- PIPE 216.400 -I- 1094.220 -I- 5.029 -I- 1099.249 -I- I 90.32 5.68 I .50 I 1099.75 .00 I I 2.79 .00 I 4.500 I I .000 .00 I 1 .0 67.136 .0100 I I I I -I- -I- -I- .0021 -I- .14 -I- 5.03 -I- .00 -I- 2.14 -I- .013 -I- .00 .00 1- PIPE 283.536 -I- 1094.891 -I- 4.500 -I- 1099.391 -I- I 90.32 5.68 I .50 I 1099.89 .00 I I 2.79 .00 I 4.500 I I .000 .00 I 1 .0 45.723 .0100 I 1 I I -I- -I- -I- .0020 -I- .09 -I- 4.50 -i- .00 -I- 2.14 -I- .013 -I- .00 .00 1- PIPE 329.259 -I- 1095.347 -I- 4.082 -I- 1099.429 -I- I 90.32 -I- 5.96 I .55 I 1099.98 .00 I I 2.79 2.61 I 4.500 I I .000 .00 I 1 .0 23.142 .0100 I I I I -I- -I- .0019 -I- .04 -I- 4.08 -I- .44 -I- 2.14 -I- .013 -I- .00 .00 1- PIPE 352.401 -i- 1095.578 -I- 3.840 -I- 1099.418 -I- I 90.32 -I- 6.25 I .61 I 1100.02 .00 I I 2.79 3.18 I 4.500 I I .000 .00 I 1 .0 5.408 .0100 I I I I I -I- -I- .0020 -I- .01 -I- 3.84 -I- .52 -I- 2.14 -I- .013 -I- .00 .00 1- PIPE 357.809 1095.632 3.780 1099.412 90.32 6.33 I .62 I 1100.04 .00 I I 2.79 3.30 I 4.500 I 1 .000 .00 I 1 .0 HYDRAULIC JUMP 357.809 -I- I I 1095.632 -I- I 2.008 -I- I 1097.641 -I- I 90.32 -I- 13.15 -I- I 2.69 -I- I 1100.33 .00 I 2.79 I 4.47 I 4.500 I .000 I .00 I 1 .0 18.087 .0100 .0126 -I- .23 -I- 2.01 -I- 1.87 -I- 2.14 -I- .013 -i- .00 .00 1- PIPE FILE: SYSTEMI3.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 PAGE 2 WATER SURFACE PROFILE LISTING Date:11-20-2007 Time: 3:23: 1 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 13 DOWNSTREAM TO FLOW SPLITTER I Invert I Depth I Water I 4 I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station -I- I Elev I -I- (FT) -I- I Elev I -I- (CFS) I -I- (FPS) Head I Grd.El.I Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip L/Elem ICh Slope I I I I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) ZR -I (Type Ch I I I I I 375.895 -I- 1095.813 -I- 2.000 -I- 1097.813 -I- 90.32 -I- 13.22 -I- I 2.71 -I- I 1100.53 .00 I 2.79 I 4.47 I 4.500 I .000 I .00 I1 .0 55.872 .0100 I I I I I .0136 -I- .76 -I- 2.00 -I- 1.89 -I- 2.14 -I- .013 -I- .00 .00 1- PIPE 431.767 -I- 1096.371 -I- 1.929 -I- 1098.300 -i- 90.32 -I- 13.87 -I- I 2.99 -I- I 1101.29 .00 I I 2.79 4.45 I 4.500 I I .000 .00 I 1 .0 42.017 .0100 I I I I I .0155 -I- .65 -I- 1.93 -I- 2.02 -I- 2.14 -I- .013 -I- .00 .00 1- PIPE 473.785 -I- 1096.791 -I- 1.860 -I- 1098.651 -f- 90.32 -I- 14.54 -I- I 3.28 -I- I 1101.94 .00 I I 2.79 4.43 i 4.500 I I .000 .00 I 1 .0 39.621 .0100 I I I I .0176 -I- .61 -I- 1.86 -1- 2.17 -I- 2.14 -I- .013 -I- .00 .00 1- PIPE 508.406 -I- 1097.136 -I- 1.795 -I- 1098.931 -I- I 90.32 -I- 15.25 I 3.61 I 1102.54 .00 I I 2.79 4.41 I 4.500 I I .000 .00 I 1 .0 29.643 .0100 I I I I -I- -I- .0201 -i- .59 -I- 1.80 -I- 2.32 -I- 2.14 -I- .013 -i- .00 .00 1- PIPE 538.048 -I- 1097.432 -1- 1.732 -I- 1099.164 -I- I 90.32 -I- 16.00 I 3.97 I 1103.14 .00 I I 2.79 4.38 I 4.500 I I .000 .00 I 1 .0 26.229 .0100 -I- -I- .0229 -I- .60 -I- 1.73 -I- 2.48 -I- 2.14 -I- .013 -I- .00 .00 1- PIPE 564.273 1097.694 1.672 1099.366 90.32 16.78 4.37 1103.74 .00 2.79 4.35 4.500 .000 .00 1 .0 23.627 I .0100 I I I .0261 .62 1.67 2.66 2.14 .013 .00 .00 PIPE a 587.900 -I- 1097.930 -I- 1.615 -I- 1099.545 -I- I 90.32 -I- 17.60 I 4.81 I 1104.35 .00 I I 2.79 4.32 I 4.500 I I .000 .00 I 1 .0 JUNCT STR I .0050 I I I -I- -I- .0284 -I- .17 -i- 1.61 -I- 2.84 -I- -I- .013 -I- .00 .00 I- PIPE 593.900 -I- 1097.960 -I- 1.596 -I- 1099.555 -I- I 90.32 -I- 17.89 I 4.97 I 1104.52 I .00 I 2.79 4.31 I 4.500 I I .000 .00 I 1 .0 20.139 I .0418 I I I I -I- -I- .0278 -I- .56 -I- 1.60 -I- 2.91 -I- 1.45 -I- .013 -I- .00 .00 1- PIPE 614.034 -I- 1098.801 -I- 1.635 -I- 1100.436 -I- 90.32 -I- 17.30 -I- f 4.65 1 1105.08 I .00 I 2.79 4.33 I 4.500 I I .000 .00 I 1 .0 21.506 .0918 -I- .0249 -I- .53 -I- 1.64 -I- 2.78 -I- 1.45 -I- .013 -I- .00 .00 1- PIPE FILE: SYSTEMI3.WSW W S P G W - CIVILDESIGN Version 12.99 , PAGE 3 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:11-20-2007 Time: 3:23: 1 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 13 DOWNSTREAM TO FLOW SPLITTER I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width [Dia.-FTIor I.D.I ZL IPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I I f I I 635.540 -I- 1099.699 -I- 1.694 -I- 1101.393 -I- 90.32 -I- I I 16.49 4.22 1105.62 -I- I .00 I 2.79 4.36 I I 4.500 i .000 .00 I 1 .0 16.189 .0418 I I I I -I- -I- .0218 .35 -I- 1.69 -I- 2.59 -I- 1.45 -I- .013 -I- .00 .00 1- PIPE 651.730 -I- 1100.375 -I- 1.755 -I- I 1102.130 -I- 90.32 -I- I I 15.73 3.84 1105.97 -I- -I- I .00 I 2.79 4.39 I I 4.500 I .000 .00 I 1 .0 12.644 .0418 I I -I- .0191 .24 -I- 1.76 -I- 2.42 -I- 1.45 -I- .013 -I- .00 .00 1- PIPE 664.373 -I- 1100.903 -I- 1.818 -I- I I 1102.721 -I- I 90.32 -I- I I 14.99 3.49 1106.21 -I- -I- I .00 I 2.79 4.42 I I 4.500 I .000 .00 I 1 .0 10.028 .0418 I I -I- .0168 .17 -I- 1.82 -I- 2.26 -I- 1.45 -I- .013 -I- .00 .00 1- PIPE 674.401 -I- 1101.322 -I- 1.885 -I- I I 1103.207 -I- I 90.32 -I- I I 14.30 3.17 1106.38 I .00 -I- I 2.79 4.44 I I 4.500 I .000 .00 I 1 .0 8.127 .0418 -I- -I- -I- .0147 .12 1.89 -I- 2.11 -I- 1.45 -I- .013 -I- .00 .00 1- PIPE 682.528 -I- I 1101.661 -I- I 1.954 -I- I I 1103.615 I 90.32 I i 13.63 2.89 1106.50 I .00 I 2.79 4.46 I I 4.500 I .000 .00 I 1 .0 6.606 .0418 -I- -I- -I- -I- -I- .0130 .09 -I- 1.95 -I- 1.97 -I- 1.45 -1- .013 -I- .00 .00 1- PIPE 689.135 I 1101.937 I 2.026 I I 1103.963 I 90.32 I I 13.00 2.62 1106.59 I .00 I 2.79 4.48 I I 4.500 I .000 .00 I 1 .0 -I- 5.349 -I- .0418 I -I- -I- -I- -I- -I- -I- .0114 .06 -I- 2.03 -I- 1.84 -I- 1.45 -I- .013 -I- .00 .00 1- PIPE 694.483 -I- 1102.160 I 2.102 I I 1104.262 I 90.32 I I 12.39 2.38 1106.65 I .00 I 2.79 4.49 I I 4.500 I .000 .00 I 1 .0 4.340 -I- .0418 I -I- -I- -i- -I- -I- -I- .0100 .04 -I- 2.10 -I- 1.71 -I- 1.45 -I- .013 -I- .00 .00 1- PIPE 698.824 -I- I 1102.342 -I- 2.181 -I- I I 1104.523 i 90.32 I I 11.82 2.17 1106.69 I .00 I 2.79 4.50 I I 4.500 i .000 .00 I 1 .0 3.463 .0418 I I -I- -1- -I- -I- -I- .0088 .03 -I- 2.18 -I- 1.60 -I- 1.45 -I- .013 -I- .00 .00 1- PIPE 702.286 -I- 1102.486 -I- 2.264 -I- I I 1104.750 -I- I 90.32 I I 11.27 1.97 1106.72 I .00 I 2.79 4.50 I I 4.500 I .000 .00 I 1 .0 2.711 .0418 -I- -i- -I- -I- .0078 .02 -I- 2.26 -I- 1.49 -i- 1.45 -I- .013 -I- .00 .00 1- PIPE FILE: SYSTEMI3.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 4 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:11-20-2007 Time: 3:23: 1 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 13 DOWNSTREAM TO FLOW SPLITTER xxxxxxx*x*******xxxxxxxxxxxxxx*xxxxxxxxxxxxxxxxxxxxxxxx*,rxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxxx xxx*xxxx Station I Invert I Elev Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth -I- I I -I- (FT) -I- I Elev I (CFS) I -I- -I- (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip L/Elem xxxxxxxxxl*x*******I*x******I*********I*********I*xxxxxxlxxxxxx,•I***x*****I*xxx*x*I*****x**I***x***x1*****xxlxxxxxxxlxxxxx ICh Slope I I I I -I- -I- -I- -I- SF Avel HF ISE DpthlFroude -i- NINorm -I- Dp -I- I "N" -I- I X -Fall) ZR -I IType Ch I I I I I Ixxxxxxx 704.997 -I- 1102.599 -I- 2.351 -i- 1104.951 90.32 -I- -i- I I 10.74 1.79 1106.74 .00 -I- I I 2.79 4.50 I 4.500 I .000 I .00 I1 .0 2.058 .0418 I I I I I -I- -I- -I- .0068 .01 2.35 -I- 1.38 -I- 1.45 -I- .013 -I- .00 .00 1- PIPE 707.055 -I- 1102.685 -I- 2.442 -I- 1105.128 90.32 -I- -I- I I 10.24 1.63 1106.76 .00 -I- -I- I i 2.79 4.48 I 4.500 I I .000 .00 I 1 .0 1.930 .0418 I i I I I -I- -I- .0060 .01 2.44 -I- 1.29 -I- 1.45 -i- .013 -I- .00 .00 1- PIPE 708.485 -I- 1102.745 -I- 2.539 -I- 1105.284 90.32 -I- -i- I I 9.76 1.48 1106.76 .00 -I- -I- I I 2.79 4.46 I 4.500 I i .000 .00 I 1 .0 922 .0418 I i I I I -I- -I- .0053 .00 2.54 -I- 1.20 -I- 1.45 -I- .013 -I- .00 .00 1- PIPE 709.407 1102.784 2.640 1105.424 90.32 i I 9.31 1.35 1106.77 .00 I I 2.79 4.43 I 4.500 I I .000 .00 I 1 .0 .393 .0418 I I I I .0047 .00 2.64 1.11 1.45 .013 .00 .00 1- PIPE 709.800 -I- 1102.800 -I- 2.748 -I- I 1105.548 90.32 -I- -I- I I 8.88 1.22 1106.77 .00 -I- -I- -I- -I- I I 2.79 -I- 4.39 -I- I I .4.500 -I- I .000 -I- .00 I 1 .0 I- t --A., ( 7V i.� t T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 13 0 T3 FLOW SPLITTER TO UPSTREAM END SO 100.000 1101.540 1 1105.548 R 188.600 1101.980 1 .013 .000 0 JX 194.600 1102.010 3 2 .013 2.900 1102.010 .000 90.0 R 606.400 1105.580 3 .013 .000 .000 0 JX 612.400 1105.610 5 4 .013 .500 1105.610 .000 90.0 R 707.400 1107.650 5 .013 .000 .000 0 SH 707.400 1107.650 5 1112.150 .000 CD 1 4 1 .000 4.500 .000 .000 .000 .00 CD 2 4 1 .000 1.500 .000 .000 .000 .00 CD 3 4 1 .000 4.500 .000 .000 .000 .00 CD 4 4 1 .000 2.000 .000 .000 .000 .00 CD 5 4 1 .000 4.500 .000 .000 .000 .00 4 106.400 .0 FILE: SYSTEMI3B.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 1 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-18-2007 Time: 4:35:30 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 13 FLOW SPLITTER TO UPSTREAM END I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I -I- Elev I -I- (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 -I- ZL IPrs/Pip -I L/Elem ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" I X-Fa111 ZR (Type Ch ���******I*�******+Is*�**�*+I**r.�****1*****.***I*****�+1.******I*:***�***1++****.1********I,.****•�+I+****,.*I*.**�**I****+ I*„***** I 100.000 I 1101.540 I 4.008 I 1105.548 I 109.80 7.34 I .84 I 1106.38 .00 I I 3.08 2.81 I I 4.500 I .000 .00 I 1 .0 -I- 69.122 -I- .0050 -I- -I- -I- -I- -I- .0029 -I- .20 -I- 4.01 -I- .56 -I- 3.02 -I- .013 -I- .00 .00 1- PIPE I 169.122 I 1101.883 I 3.780 I 1105.663 I 109.80 7.70 i .92 I 1106.58 .00 I I 3.08 3.30 I I 4.500 I .000 .00 I 1 .0 -I- 19.478 -I- .0050 -I- -I- -I- -I- -I- .0030 -I- .06 -I- 3.78 -I- .65 -I- 3.02 -I- .013 -I- .00 .00 1- PIPE I 188.600 I 1101.980 I 3.713 I 1105.693 I 109.80 7.82 I .95 I 1106.64 .00 I I 3.08 3.42 I I 4.500 I .000 .00 I 1 .0 -I- JUNCT STR -I- .0050 -I- -I- -I- -I- -I- .0029 -I- .02 -I- 3.71 -I- .68 -I- -I- .013 -I- .00 .00 I- PIPE 1 194.600 I 1102.010 I 3.855 I 1105.865 I 106.90 7.37 I .84 I 1106.71 .00 I I 3.04 3.15 I I 4.500 I .000 .00 I 1 .0 -I- 13.687 -I- .0087 -I- -I- -I- -i- -I- .0028 -I- .04 -I- 3.85 -I- .61 -I- 2.47 -I- .013 -I- .00 .00 1- PIPE 208.287 I 1102.129 I 3.724 I 1105.853 I 106.90 7.60 I .90 I 1106.75 .00 I I 3.04 3.40 I I 4.500 I .000 .00 I 1 .0 HYDRAULIC JUMP I 208.287 I 1102.129 I 2.466 I 1104.595 I 106.90 11.98 I 2.23 I 1106.82 -I- .00 -I- I I 3.04 -I- 4.48 -I- I I 4.500 -I- I .000 -I- .00 I 1 .0 -I- 182.074 -I- .0087 -I- -I- -I- -I- -I- .0091 1.65 2.47 1.50 I 2.47 I .013 I I .00 I .00 1- PIPE I 390.361 I 1103.707 I I 2.406 1106.113 I I 106.90 12.35 -I- I 2.37 -I- I 1108.48 -I- .00 -I- 3.04 -I- 4.49 -I- 4.500 -I- .000 -I- .00 1 1- .0 -I- 104.753 -I- .0087 -I- -i- -I- .0101 1.05 2.41 1.57 2.47 .013 .00 .00 PIPE 495.114 I 1104.615 i I 2.316 1106.931 I I 106.90 12.95 I 2.60 I 1109.54 -i- .00 -I- I 3.04 -I- I 4.50 -I- 1 I 4.500 -I- I .000 -I- .00 I 1 .0 -I- 63.603 -I- .0087 -I- -I- -I- -I- -I- .0114 .73 2.32 1.69 I 2.47 .013 .00 .00 1- PIPE 558.716 I 1105.167 I I 2.231 1107.398 I I 106.90 13.58 I 2.87 -i- I 1110.26 -I- .00 -I- 3.04 -I- I 4.50 -I- I I 4.500 -I- I .000 -I- .00 I 1 1- .0 -I- 47.684 -I- .0087 -I- -I- -I- -I- .0130 .62 2.23 1.81 2.47 .013 .00 .00 PIPE i 1 i to 1 1- 1 1- i 1 1 1- 1 1_ 1 1- 1 1. 1. It, t 1 It V I --L $-A FILE: SYSTEMI3B.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 2 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-18-2007 Time: 4:35:30 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 13 FLOW SPLITTER TO UPSTREAM END I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl [No Wth Station I Elev I (FT) I -I- Elev I (CFS) I (FPS) Head I Grd.El.l Elev -I- I Depth I Width IDia.-FTlor I.D.I -I- ZL -I IPrs/Pip -I- L/Elem ICh -I- Slope I I -I- -I- I I -I- -I- SF Avel -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" I X-Fa111 ZR (Type Ch I I 606.400 I 1105.580 I 2.150 1107.730 I I 106.90 14.25 I 3.15 I 1110.88 .00 I 3.04 I 4.50 I 4.500 -I- I I .000 -I- .00 1 .0 -I- JUNCT STR -I- .0050 -I- -I- -i- -I- -I- .0142 -I- .09 -I- 2.15 -I- 1.94 -I- .013 .00 .00 I- PIPE I 612.400 I 1105.610 I 2.111 1107.721 I I 106.40 14.53 I 3.28 I 1111.00 .00 -I- I 3.03 -I- I 4.49 -I- I 4.500 -I- I I .000 -I- .00 I 1 .0 -I- 8.938 -I- .0215 -I- -I- -I- -I- -I- .0143 -I- .13 2.11 2.00 1.89 .013 .00 .00 1- PIPE I I 621.338 I 1105.802 I 2.132 1107.934 I I 106.40 -I- 14.33 -I- I 3.19 -I- I 1111.12 -I- .00 -I- I 3.03 -I- I 4.49 -I- i 4.500 -I- I I .000 -I- .00 1 .0 1- -I- 25.365 -I- .0215 -I- -I- .0132 .34 2.13 1.97 1.89 .013 .00 .00 PIPE I 646.703 I 1106.347 I 2.213 1108.560 I I 106.40 13.67 I 2.90 I 1111.46 .00 i 3.03 I 4.50 I 4.500 I I .000 -I- .00 I 1 .0 -I- 18.288 -I- .0215 -I- -I- -I- -I- -I- .0117 -I- .21 -I- 2.21 -I- 1.83 -I- 1.89 -I- .013 .00 .00 1- PIPE I I 664.991 I 1106.739 I 2.297 1109.036 I I 106.40 13.03 I 2.64 -I- I 1111.67 -I- .00 -I- I 3.03 -I- I 4.50 -I- I 4.500 -I- I I .000 -I- .00 1 .0 1- -I- 13.442 -I- .0215 -I- -I- -I- -I- .0103 .14 2.30 1.70 I 1.89 I .013 I .00 I I .00 PIPE 1 I 678.433 1107.028 I 2.386 I 1109.414 I I 106.40 12.42 I 2.40 -I- I 1111.81 -I- .00 -I- 3.03 -I- 4.49 4.500 -I- -I- .000 -I- .00 1 .0 1- -I- 10.053 -I- .0215 -I- -I- -I- -I- .0091 .09 I 2.39 1.59 I 1.89 I .013 I .00 I I .00 PIPE I I 688.486 1107.244 I 2.479 I 1109.723 I I 106.40 11.85 I 2.18 1111.90 -I- .00 -I- 3.03 -I- 4.48 4.500 -I- -I- .000 -I- .00 1 .0 -I- 7.421 -I- .0215 -I- -I- -I- -I- -I- 0080 .06 I 2.48 1.47 I 1.89 I .013 I .00 I I .00 1- PIPE I I 695.907 1107.403 I 2.577 I 1109.980 I I 106.40 11.29 I 1.98 -I- 1111.96 -I- .00 -I- 3.03 -I- 4.45 4.500 -I- -I- .000 -I- .00 1 .0 1- -I- 5.277 -I- .0215 -I- -I- -I- -I- .0071 .04 I 2.58 1.37 I 1.89 I .013 i .00 I I .00 PIPE I I 701.185 1107.517 I 2.681 I 1110.198 I I 106.40 10.77 I 1.80 1112.00 -I- .00 -I- 3.03 -I- 4.42 4.500 -I- -I- .000 -I- .00 1 C -I- 3.592 -I- .0215 -I- -I- -I- -I- -I- .0062 .02 2.68 1.27 1.89 .013 .00 .00 1- PIPE FILE: SYSTEMI3B.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 3 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-18-2007 Time: 4:35:30 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 13 FLOW SPLITTER TO UPSTREAM END I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station -I- I Elev I -I- (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip L/Elem ICh Slope I -I- I -I- -I- I I -I- -I- -I- -I- SF Avel HF ISE DpthlFroude -I- NINorm -I- Dp -I- -I- I "N" I X-Fa11i ZR -I (Type Ch 704.777 -I- 1107.594 -I- 2.790 -I- 1110.384 106.40 10.27 1.64 1112.02 .00 3.03 4.37 4.500 .000 .00 1 .0 1.996 .0215 -I- -I- -I- -I- -I- -I- .0055 .01 2.79 -I- 1.17 -f- 1.89 -I- -I- .013 .00 .00 1- PIPE 706.773 -I- I I 1107.637 -I- I 2.907 -I- 1110.544 -I- I I 106.40 I I 9.79 1.49 1112.03 .00 I 3.03 I 4.30 I I I 4.500 .000 .00 I 1 .0 .627 .0215 I -I- -I- -I- -I- -I- .0049 .00 2.91 -I- 1.09 -I- 1.89 -I- -I- .013 .00 .00 1- PIPE 707.400 -I- I 1107.650 -I- I 3.033 -I- 1110.683 -I- I I 106.40 -I- I I 9.33 1.35 1112.03 .00 -I- -I- -I- -I- I I 3.03 -I- 4.22 -I- I I I 4.500 .000 -I- -I- .00 I 1 .0 I- Tl CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 18 T3 42" RCP SO 100.000 1073.900 1 R 245.200 1075.230 1 SH 245.200 1075.230 1 CD 1 4 1 .000 3.500 Q 40.600 .0 SYSTEM 18 .013 000 .000 .000 1077.380 1075.230 .00 C 000 .000 0 FILE: SYSTEM18.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 1 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-22-2007 Time:12:18: 4 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 18 42" RCP I Invert I Depth ( Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station -I- I Elev I -I- (FT) I -I- Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip L/Elem ICh Slope I I -I- -I- I I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" I -I- X -Fall) ZR -I (Type Ch i I I I I 100.000 1073.900 3.480 1077.380 I 40.60 4.22 I .28 I 1077.66 .00 I 1.98 .53 I I 3.500 I .000 .00 I 1 .0 36.471 .0092 .0015 .05 3.48 .17 1.59 .013 .00 .00 1- PIPE 136.471 -I- I 1074.234 -I- I I 3.172 -I- 1077.406 I i 40.60 4.43 I .30 I 1077.71 .00 I I 1.98 2.04 I I 3.500 i .000 .00 I 1 .0 20.503 .0092 -I- -i- -I- -I- .0015 -I- .03 -I- 3.17 -I- .37 -I- 1.59 -I- .013 -I- .00 .00 1- PIPE 156.975 -I- I 1074.422 I I 2.984 1077.406 I I 40.60 4.65 I .34 I 1077.74 .00 I I 1.98 2.48 I I 3.500 I .000 .00 I 1 .0 16.067 -I- .0092 -I- -I- -I- -I- -I- .0016 -I- .03 -I- 2.98 -I- .44 -I- 1.59 -I- .013 -I- .00 .00 1- PIPE 173.042 I 1074.569 I I 2.829 1077.398 I I 40.60 4.87 I .37 I 1077.77 .00 I I 1.98 2.76 I I 3.500 I .000 .00 I 1 .0 -I- 13.396 -I- .0092 -I- -I- -I- -I- -I- .0018 -I- .02 -I- 2.83 -I- .49 -I- 1.59 -I- .013 -I- .00 .00 1- PIPE 186.438 I 1074.692 I I 2.693 1077.385 I I 40.60 5.11 I .41 I 1077.79 .00 I I 1.98 2.95 I I 3.500 I .000 .00 I 1 .0 -I- 11.301 -I- .0092 -I- -I- -I- -I- -I- .0020 -I- .02 -I- 2.69 -I- .55 -I- 1.59 -I- .013 -I- .00 .00 1- PIPE 197.739 I 1074.795 I I 2.571 1077.366 I I 40.60 5.36 I .45 I 1077.81 .00 I I 1.98 3.09 I I 3.500 I .000 .00 I 1 .0 -I- 9.655 -I- .0092 -I- -I- -I- -I- -I- .0022 -I- .02 -I- 2.57 -I- .60 -I- 1.59 -I- .013 -I- .00 .00 1- PIPE 207.394 I 1074.884 -I- I i 2.459 -I- 1077.343 -I- I I 40.60 5.62 I .49 I 1077.83 .00 I I 1.98 3.20 I I 3.500 I .000 .00 I 1 .0 -I- 8.177 .0092 I I -I- I -I- -I- .0024 -I- .02 -I- 2.46 -I- .66 -I- 1.59 -I- .013 -I- .00 .00 1- PIPE 215.571 -I- 1074.959 -I- I 2.355 -I- 1077.314 -I- I 40.60 -I- 5.90 -I- I .54 -I- I 1077.85 .00 I I 1.98 3.28 I I 3.500 I .000 .00 I 1 .0 6.706 .0092 I .0027 -I- .02 -I- 2.36 -I- .72 -I- 1.59 -I- .013 -I- .00 .00 1- PIPE 222.278 -I- 1075.020 -I- I I 2.258 -I- 1077.278 -I- I I 40.60 -I- 6.18 -I- I .59 -I- I 1077.87 -I- .00 -I- I I 1.98 3.35 I I 3.500 I .000 .00 I 1 .0 .191 .0092 .0029 .00 2.26 -I- .78 -I- 1.59 -I- .013 -I- .00 .00 1- PIPE FILE: SYSTEM18.WSW W S P G W- CIVILDESIGN Version 12.99 PAGE 2 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING Date:10-22-2007 Time:12:18: 4 CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 18 42" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station -I- I Elev I -I- (FT) I -I- Elev I -I- (CFS) I (FPS) Head I -I- -I- Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip L/Elem ICh Slope I I I -I- I SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -i- Dp -I- I "N" -I- I X -Fall) -I ZR (Type Ch I I I I I I I I I 222.468 1075.022 2.258 1077.280 40.60 6.19 .59 1077.87 .00 1.98 3.35 I 3.500 I I .000 .00 I 1 .0 HYDRAULIC JUMP 222.468 I I 1075.022 I 1.734 I 1076.756 40.60 I I 8.54 1.13 I 1077.89 .00 I 1.98 I 3.50 I 3.500 I I .000 .00 I 1 .0 -I- 7.587 -I- .0092 -I- -I- -I- -I- -I- .0065 -I- .05 -I- 1.73 -I- 1.29 -I- 1.59 -I- .013 -I- .00 .00 1- PIPE 230.055 I I 1075.091 I 1.766 I 1076.857 40.60 I I 8.34 1.08 I 1077.94 .00 I 1.98 1 3.50 I I 3.500 I .000 .00 I 1 .0 -I- 9.352 -I- .0092 -I- -I- -I- -I- -I- .0059 -I- .06 -I- 1.77 -I- 1.25 -I- 1.59 -I- .013 -I- .00 .00 1- PIPE 239.407 i I 1075.177 I 1.834 I 1077.011 40.60 i I 7.95 .98 I 1077.99 .00 I 1.98 I 3.50 I 3.500 I I .000 .00 I 1 .0 -I- 4.644 -I- .0092 -I- -I- -I- -I- -I- .0052 -I- .02 -I- 1.83 -I- 1.16 -I- 1.59 -I- .013 -I- .00 .00 1- PIPE 244.051 I I 1075.219 I 1.905 i 1077.125 40.60 I I 7.58 .89 I 1078.02 .00 I 1.98 I 3.49 I 3.500 I I .000 .00 I 1 .0 -I- 1.149 -I- .0092 -i- -I- -I- -I- -I- .0046 -I- .01 -I- 1.91 -I- 1.08 -I- 1.59 -I- .013 -I- .00 .00 1- PIPE 245.200 -I- I I 1075.230 -I- I 1.982 -I- I 1077.212 -I- 40.60 -I- I I 7.22 .81 -I- -I- I 1078.02 -I- .00 -I- I 1.98 -I- I 3.47 -I- I 3.500 -I- i I .000 -I- .00 I 1 I- .0 t I _ r t_ _t. t_ I CA t._t.- t I, t -� t i Tl CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 19 T3 24" RCP SO 100.000 1075.240 1 R 177.200 1076.850 1 SH 177.200 1076.850 1 CD 1 4 1 .000 2.000 Q 18.100 .0 SYSTEM 19 1077.212 .013 1078.850 000 .000 .000 .00 9 .000 .000 0 6 0 9 I LEGEND Iq DRAINAGE BASIN I.D. DELINEATED DRAINAGE BASIN AREA OVERLAND FLOW PATH i I' f -i ,� ./ • � � �\^' `-s- \—s.`-�'-sem-, �� Ljj ' ,,:ate' I i I --; - ;� I I - - r mac_- ■. - QP V# 1 . I 1.�♦ 1H. I `' A ,C_Y/pRE'SS'AVE/'�� � �;��„y� - '�^--��T` --- �. - -- ==�= Wi=t -_ :���-�•'" -�'_�-y-y;�F 1 ♦ 71- I I LEGEND Iq DRAINAGE BASIN I.D. DELINEATED DRAINAGE BASIN AREA OVERLAND FLOW PATH i I' f Ljj ' ,,:ate' I i I --; - ;� I I - - r mac_- ■. - QP 1 . I 1.�♦ 1H. I `' A 1 ♦ 71- I I SCALE 1"-100' CYPRESS AVE OVERCROSSING EXISTING DRAINAGE AREA MAP PLATE A Interstate-10 / Cypress Avenue Overcrosslau Prosect 100% Drainage Report APPENDIX C Cypress Overcrossing Post Project Drainage Areas PARSONS March 2008 qb ± M. FTI im AST _.1 _ 3.7 dxvm am--_— n •ri Im ' Dist COUNTY ROUTE I T&riL' PROJECT No. SHEET! 08-1 SBd 1 10 1 15.73 54 93 L --J g- 'DFESSJ� - L= REGISTERED CIVIL ENGINEER DATE �o r) PLANS APPROVAL DATE THE SZ47r OfCALIFORNIA V /Ts Exp - nm OR AGENTS SHALL W,' NER,SPaVS','8Lf 'OR CIVIL THE ACCURACY OR COWPLiVENZISS Of ELECTRON/C 2' GWFCAL CCP1,lS 6F rIlIS PLAN SlIFFT- PARSNS CITY OF FONTANA 3602OINLAND EMPIRE BLVD, 8353 SIERRA AVENUE SUITE B -120 FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 TOYOW AVE *4 0 W -j > 0 ° ____ _ _______ ______ ------------ A-T-A I 0 + ESS AVENUJ2 67 AM R E S© 3 Ln uj LLjLJ J a: V) /41 X Lj LLI V) xx X -- --------LXX- �xx ------------ -------- x R/W J- 0 Li Interstate -10 / Cypress Avenue Overcressiou Proiect 100% Drainage Report APPENDIX D -, Drainage Plans and Profiles PARSONS March 2008 iL �i 'ice` i' alt i ; i f OMEN= " & AV i M 1•>iE' 1111 "IFfit 4 IN i. ■ 1469._. +� E MON - _ e S-1 Ar IP �'- �. to as win 19 Win i rk ii Ito ti #- i 48fA IN 0 —ale ■, a=.y i ''GALLEY *BL New gnmm" MR - ' �r 'r, LEGEND 2q DRAINAGE BASIN I.D. ------i DELINEATED DRAINAGE BASIN AREA OVERLAND FLOW PATH 46 ir i y BEX 0.4 Gy i SCALE AS SHOWN CYPRESS AVE OVERCROSSING PROPOSED DRAINAGE AREA MAP PLATE C As . i iL �i 'ice` i' alt i ; i f OMEN= " & AV i M 1•>iE' 1111 "IFfit 4 IN i. ■ 1469._. +� E MON - _ e S-1 Ar IP �'- �. to as win 19 Win i rk ii Ito ti #- i 48fA IN 0 —ale ■, a=.y i ''GALLEY *BL New gnmm" MR - ' �r 'r, LEGEND 2q DRAINAGE BASIN I.D. ------i DELINEATED DRAINAGE BASIN AREA OVERLAND FLOW PATH 46 ir i y BEX 0.4 Gy i SCALE AS SHOWN CYPRESS AVE OVERCROSSING PROPOSED DRAINAGE AREA MAP PLATE C Drainage Inlet at/(� Gravel Bag Barriers placed sag or low point / I to intercept runoff from converging directions Curb or Dike FLOW m I tn I �Spi I ways FLOW o > Edge of Traveled Way > w W< E— ROADWAY - 0 W 0 a N = Q J w x U U z > Q o :D z � Q � om' > W m w QO JZ W U2_10 1.11U <W 2 U D U Cr O LU W o_ N a LLI o d )= N F- U C3 D . . LL Z a a � In 0 U a Stock _ for spiliwoy and 2 -layers highfor 7 remaining barrier PLAN CONFIGURATION FOR SAG POINT INLET (GRAVEL BAG BARRIER) - additional bags on top of and upstream of Grovel Bag er to prevent over topping. GRAVEL BAG BARRIER (TYPE 3A) SPACING TABLE SLOPE OF ROADWAY (PERCENT) 1 to 4 4 to 6 6 to 818 to 10 10+ INTERVAL BETWEEN BARRIERS ( ffll 100 1 75 1 50 1 25 115 Trench and embed erosion control blanket or iQeotextile fabric in trench adjacent to drainage inlet Drainage Inlet 2" Min 14 Max Flow It grovel -filled bogs flush st curb or dike face. ruct Gravel Bag Barrier 3htly abutting gravel -filled to eliminate gaps and voids P� T �O Extend as necessary to force pomded runoff over spillway Instead of out flanking around end of barrier. End of Gravel Bag Barrier PERSPECTIVE TyP Interval (See Table) 3 1 � 1 Sidewalk or Shoulder Backing v FLOW Curb or Dike __ Drainage Inlet 4�from Edge of 6'Min Travelled Way (Min) —ROADWAY —�- PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3A) (GRAVEL BAG BARRIER) tAf- No- Sheet Flow SECTION A -A 10 0 O 3 L a CE N U C a U Erosion Control Blanket or Geotextile Fabric Construct Gravel Bag Barrier by stocking grovel -filled bags 2 layers high Flow NOTES )'St COUNTY ROUTE I'OS7 MILES SHEET TOTAI TOTAL PROJECT No. SHEET 08 SBd 10 15.73 93 REGISTERED CIVIL ENGINEER DATE O�eSOFESS10 PLANS APPROVAL DATE a No. THE STATE OF CAL TFORN/A OR ITS OFFICERS ;` Exp o OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL p THE ACCURACY OR CANPLETENESS OF ELECTRON/C ATE' O. CALIF` COPIES OF THIS PLAN SHEET. CITY OF FONTANA PARSONS CITY SIERRA AVENUE 3602 INLAND EMPIRE BLVD, FONTANA, CALIFORNIA 92335 SUITE ONTARIOO,, CALIFORNIACA97764 ��— Staple 1. Place safety cones adjacent to drainage inlet protection. 6.0" x 6.0" Trench 2. Dimmensions may vary to fit field conditions. 3. Install a minimum of 3 gravel bag barriers upstream of each drainage inlet to be protected. 4. Position erosion control blanket or geotextile fabric at edge of concrete apron and secure in trench. 5. Erosion control blanket/geotextile fabric Spillway with single layer is not required if the area adjacent to of gravel -filled bogs. the drainage inlet is vegetated or paved. Drainage Inlet Concrete apron (if present, See Note 4) Construct Gravel Bag Barrier by tightly abutting gravel -filled bags to eliminate gaps and voids 2.0" Sheet Flow Secure Erosion Control Blanket or Geotextile Fabric with Staples (See mote 5) 0 Edge of Erosion Control Co 0.12" Dia. Blanket or Geotextile Fabric if Steel wire 01 4 F`0 PLAN x ,ate TEMPORARY DRAINAGE INLET PROTECTION (TYPE 313) MRAVFI RAr. RARRIFR) STAPLE DETAIL 100% SUBMITTAL NOT FOR CONSTRUCTION TEMPORARY WATER POLLUTION CONTROL DETAILS NO SCALE WPCD-1 — —.1 - ------ - n 1 7 v 'Kco.Auc clef Kra L _ STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION CONSULTANT FUNCTIONAL SUPERVISOR CALCULATED - DESIGNED BY JUAN C. LIZARDE REVISED BY DAVID SPE I RS CHECKED BY ANDY CHEAH DATE REVISED SEE SHEET WPC -1 MATCHLINE STA 60+00 17 �.1, ; I1 IIn C} ` D l r m - R /W 11 a� 10, W . 831 8 - ------ 834 �— — 833 ROUTE 1 0 832 _. AtlM33tl1 ONIC18VNtl 113 NYS 'z MU RRN .L,Y CHAN n m 21-8- 3AItl0 NOlONI I'll" T WASH INf;70N_DR, a L _..J _ __ .: R /W _ J o r- '1 xt e I R/W .. ; y/ _N -._+•—�---i---�.y.-_-a-_��-__'�--_ t t tlNM K 3 01-1 .. - ... 825 829 J ---P 12 !-. Ix -1 --� FJ Z xco j j Lo „ Ln °' — ._ ml . I I L., "t+ ' _'_--- - -' ----- � .I : E , Dei •'. w . 0 �1 r ( XL m O x` b m ti j 3nN3Av x 0. 'I n z C < 0 0 i C] pug2�Z -Zr m 00 r'n 0 / 1 ) i zwo �H, z c) O \ ' ! i' ' ' LA nnz 2t2�i '9 m CD z (n �% �r ' \ s v m Q ;T ....... 0 rD— Z 0 N j t7 TAYLOR =zn :k%% m O ^ W 3A — — — AVE mm T^�^�; o r x Zf ` -Of n m J '9 m m rn Ln t 1 z��n �$�ol amn�iw \�a O >� D rNZ n * REG fSTt, � Or n- IM 0 0 a1�' z 9F0 W ' IA MATCHLINE STA 74+00 mfk o q r) O SEE SHEET WPC -3 m ; Z Z <m n ci n mZ m (nr o Om < / LLI i J t 111 N AT LOW POINT 2 aI e CONC APRON. ' ��.- ; { GRADE ;TO a MODIFIED JUNCTION S 4 I I ( d DI-- DRAIN _ -=� i i I ( b DI O c 24" RCP O2 �� n CITY R/W u v 1 I I b j `: � ---- I a 18" RCP a b Di _ o I ' Z) zz MODIFIED JUNCTION STRUC c a24" RCP CITY R/W ,__ yIl I - CITY �-- "l - ----._---- - - �o CITY R/W- Qw p - ----------- ------- -=--- -- --- - - ----- -- - - :3 x O ' u- c.) -------- - a 4' RCP T wl w '� --- - Qw x - -- -- - -- uo f-----47 — ��_ - a� 50 c ----- =---- _r — — -- — ---- -- ------ --- ____— —___--—___----_ — — W 42" RCP BY OTHERS o 0- CITY R/W \ I ( 1 I © i I R/ - - c 24" RCP I----- - z O 24' RCP a ri 0 b DI __,=�, CE •. - - > 4 DI b �' :� I u TC - : CIT. - R"f` - =tr � O 24" �2CP c `� ' N `` _ I. 'CITY R/W V) j h CONC V -"D TCT�- o DI d I i TCE DI "d- �-"RCP" e _ ,. 1 2T 0 0 N i I I CONC APRON f C> N % D1 b I { I ❑ �i I i ff i - I--- -� _ Z I - 1 cr ' I _ - Q r l!S N - THIS PLAN ACCURATE F �o--- ffNr� ............. --- kill Ml DiS+ COUNTY ROUTE POST 'ALES SHEET TOTAL TOTAL PROJECT No. SHEET Lj 08 SBd 10 15.73 34 93 CONSTRUCTION NOTES I l I� : ---J ❑1 4 ' CURB OPENING PER DETAIL SHT DD -3 j ( pPclF ESS LOA4L i REGISTERED CIVIL ENGINEER DATE 1 rj 1 �O I 0 GUTTER DEPRESSION PER DETAIL SHT DD -3 ; n PLANS APPROVAL DATE I I I ExD- L THE STATE CF CALIFORNIA CR /TS OFFICERS CIV 1 SUBMITTAL j s j NOT FOR OR AGENTS SHALL NOT RE RESPONSIBLE FOR `rt p !b AINAGE 1NORK NL. THE ACCURACY OR COMPLETENESS OF ELECTRONIC PLAN SCALE: 1 "=50' D-1 COPcnLt` IES OF TN/S PLAN SHEET. PARSONA NS CITY 3602 INLAND EMPIRE BLVD, AVE (- ` SI RRAFON SIERRA AVENUE SUITE B-120 o FONT FONT NA, CALIFORNIA 92335 ONTAP*n rei �rnor,n. e�vcn / LLI i J t 111 N AT LOW POINT 2 aI e CONC APRON. ' ��.- ; { GRADE ;TO a MODIFIED JUNCTION S 4 I I ( d DI-- DRAIN _ -=� i i I ( b DI O c 24" RCP O2 �� n CITY R/W u v 1 I I b j `: � ---- I a 18" RCP a b Di _ o I ' Z) zz MODIFIED JUNCTION STRUC c a24" RCP CITY R/W ,__ yIl I - CITY �-- "l - ----._---- - - �o CITY R/W- Qw p - ----------- ------- -=--- -- --- - - ----- -- - - :3 x O ' u- c.) -------- - a 4' RCP T wl w '� --- - Qw x - -- -- - -- uo f-----47 — ��_ - a� 50 c ----- =---- _r — — -- — ---- -- ------ --- ____— —___--—___----_ — — W 42" RCP BY OTHERS o 0- CITY R/W \ I ( 1 I © i I R/ - - c 24" RCP I----- - z O 24' RCP a ri 0 b DI __,=�, CE •. - - > 4 DI b �' :� I u TC - : CIT. - R"f` - =tr � O 24" �2CP c `� ' N `` _ I. 'CITY R/W V) j h CONC V -"D TCT�- o DI d I i TCE DI "d- �-"RCP" e _ ,. 1 2T 0 0 N i I I CONC APRON f C> N % D1 b I { I ❑ �i I i ff i - I--- -� _ Z I - 1 cr ' I _ - Q r l!S N - THIS PLAN ACCURATE F �o--- ffNr� ............. --- kill Ml Lj I l I� : ---J ED I� I 100% SUBMITTAL j s j NOT FOR CONSTRUCTION !b AINAGE 1NORK NL. DRAINAGE PLAN SCALE: 1 "=50' D-1 D .I ,I STATE OF CALIFORNIA C* rZkOar OF TRANSPORTATION CONSULTANT FUNCTIONAL SUPERVISOR CALCULATED - DESIGNED BY JUAN C. LIZARDE REVISED BY DAVID SPE I RS CHECKED BY ANDY CHEAH DATE REVISED SEE SHEET WPC -2 MATCHLINE STA 74+00 1 _ - i Ln _ I� � an I Llan DA ---_ --__ __53.-- _y�� `5i_— _ 50 X1.9- - IT _ __ __ _-VrLE�Y' © -BLVD--T-- L l z' m:R/W �A ' + M/a 0 n en _- \ p I' 1 mI m 0r r� nI n -< z n ;10Z - m ro N Z om 00 o 0 ? D -< < m Z O ma OO Mx 0 c Oa ZW y3 C nr q 0 Z m A ii A ON ZOu— tn..., nmo ut -4n D LA C 0 a �>3'.n�^n m ` zz �� a y 2 mr ip �i.��a 0 r 0 w y a > z O$ m C, m H m M n DV mcm>01 amNO a�M (Jl Sm2N 2 ml A3 ;NZ n * PECISffq W Or 0 0ati5 z Fo MV ^7 G 9 p m n M r m � V 3 ZR o m �� a o � ar O 2 ^ VI 9 W �a DIST COUNTY ROUTE rwi muco c iU L PROJECTNo SH -__ _-_.,-__ �C�, LINE TOTA ----- - M - 15.73 37 ;� 08 SBd 10 .8.8 '� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ �_ '�_ _L Q. J _ _ _ _ _ _ - _ - _ _ _ _ _ - - - - - OQROFESS IOH�! Lzlj - - -'r- - - - - - - - - - - - - - - 3-,F .i - -� - - - - - - - - - - - - - - - - - - - - - - REGISTERED CIVIL ENGINEER DATE :� z Q :,C:: LINE a cls wN N _ Cc - LY to 00 V 3 > Z - - -_"-_".__._F___0.__"(`_ _______- __- -_M_., _ _-CO_,i_ NU.____ _._ "_"__ Q Q UR O O Q (V _ PLANS APPROVAL DATE E.P. m 3. 3 > I + - - ..u'). - - - - - - - - - _ - _�F: - - . " F_ -IOn " -> �- . - - - - - - - - . . - 8353 CITYOS FONTAVENUE ANAs�4re CIVIL,..y6��P RRA _ - - - am-, O _ _ - FONTANA, CALIFORNIA 92335 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F-- [`1-. - - - - - , X- .x F" : -n x- - - - - - - - - - - - - - - - - - - - - - - - - - O W I- F— I O �, _ W W! 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CITY OF FONTANA PARSONS C CITYSIERRA AVENUE 3602 INLAND EMPIRE BLVD, FONTANA, CALIFORNIA 92335 SUITE ONTARIO.O. CALIFORNIACA97764 100% SUBMITTAL NOT FOR CONSTRUCTION THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. DRAINAGE PLAN SCALE: 1++=50' D-3 + f ! I 1 , f JUNCTION D PIED �R C URE RT(�OOVE'CULNE109- 9+ ---5-4"._RCP k MODIFIED i ` a REMOVE CULVERT, L=.120' JUNCTION li STRUCTURE _ _:54" RCP i �I ' 24" RCP TCE.- is i d �! Y TCE .CITY R/W CITY + -- ; =—rte_ R/W w� —__=s io i 7 --------i9 CYPRESS w © — © of -zoo_ . V) Z Lu U)u '- < �' p _ CITY b DI R/W/- ------------- - 24'! RIP - CITY R/W- 24" RCPa TCE b 24" RCP- DI b I I C a DI AVE sI "C" Line Q Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS 081 SBd 10 15.73 36 93 REGISTERED CIVIL ENGINEER DATE �o pPaFE55T�N4C c v = PLANS APPROVAL DATE No. Exp. „ THE STATE OF CAL/FORN/A Lig ITS OFFICERS OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr4 C 1 V I L `P THE ACCURACY OR CQNPLETENESS OF ELECTRONIC OF CAL lF COP/ES OF ANIS PLAN SHEET. CITY OF FONTANA PARSONS C CITYSIERRA AVENUE 3602 INLAND EMPIRE BLVD, FONTANA, CALIFORNIA 92335 SUITE ONTARIO.O. CALIFORNIACA97764 100% SUBMITTAL NOT FOR CONSTRUCTION THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. DRAINAGE PLAN SCALE: 1++=50' D-3 + f ! I 1 , f } _ -• - AVE sI "C" Line Q Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS 081 SBd 10 15.73 36 93 REGISTERED CIVIL ENGINEER DATE �o pPaFE55T�N4C c v = PLANS APPROVAL DATE No. Exp. „ THE STATE OF CAL/FORN/A Lig ITS OFFICERS OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr4 C 1 V I L `P THE ACCURACY OR CQNPLETENESS OF ELECTRONIC OF CAL lF COP/ES OF ANIS PLAN SHEET. CITY OF FONTANA PARSONS C CITYSIERRA AVENUE 3602 INLAND EMPIRE BLVD, FONTANA, CALIFORNIA 92335 SUITE ONTARIO.O. CALIFORNIACA97764 100% SUBMITTAL NOT FOR CONSTRUCTION THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. DRAINAGE PLAN SCALE: 1++=50' D-3 "C" LINE 4 5 0 DIST COUNTY ROUTE TOTAL ST PRO E SHEET[ No 5 SHEETS u TO CT U..� 08 SBd 10 15.73 38 �- - - - ------ -- - -- - - - - > -.._.ate °�----- - - - - - -- - -- ------ - - -- -'--- - - --------- '-- - -- - -- -- C:) - Z _ �O QROF E S 5 /ON�� 0* I - =Q, p �- REGISTERED CIVIL ENGINEER DATE 00 CL 3j� - - -- - - -- -----. --- �No. A .XW I( w Ln i w i— - PLANS APPROVAL DATE Exp. } N- - - - _ I t _ _ - - . - - - ANA + U - - - - - - - - - - - - _ - - : - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - 6353 SIERRACITY OF AVENUE�r4rf oFt[nEL `P CO FONTANA, CALIFORNIA 92335 QW _ _ - _ _ _ _ _ c M _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PARSONS N 10190 Of C I I Q f1_ - - _ �- `tt - _ - - _ _ - r _ - - - 3602 INLAND EMPIRE BLVD, SUITE B-120 _ _ _ ' _ ._ . 1_ _ . 1- _ _ _ _ _ - _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ - _ _ _ _ _ _ _ - _ _ _ - _ _ _ _ _ _ _ _ . _ ONTARIO, CALIFORNIA 91764 > < 42" RC;P i ao _ w a BY OTHERS 4- Uo OG d o O_ -_for tle acaTne State �iioCca'y/!r� nlet a or Its eness f� leciros or ntcoples stall oNs plan sleet. w (OPPOS-ITE " I ~ 1080 SIDE) i - - - _ To get to the Caltrans web slte, go to: ltfp://www.dotca.9. o - -_ ---- -- --- RCP: I - - - - - -- - - - - ---- 025.8x24" - -- - - - - ' U INLET RUCT PER DETAIL- DD -3 < ~ J J LIN --� - --- -- - - -- -- b - - - --" ©C RB 5=0.5% $T tJRE DE SHT co ,n K S=0.5G O O M - - F- - 3^ IJ .f 1070 _ - .Qc 68_9x29'1 RCP. - )- o , o in 1O- - `ro ''' w .Lc INV 1073.9 d c f.NV 1074:.38 < :p LINE' - �nz, i - N7.: = NV -1074.02 INV_ -1074_09 - - - -- - - ---- - } - - -- r �z;f Q`� - - -- - -- Od CURB INLET STRUCTURE PER DETAIL St. k oLr C:: LINE c� o rn r � m c0 r. z ORAI_i�AGE-SYS=TEM :4 = W i ;o=. --- ----_ �_'_-- ---: = -- ;N:N1 ; *. 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Ap OR AGENTS SIIALL NOT B£ RESPONSIBLE FAR sl CIVIL TN£ ACCURACY OR CaWLETENESS OF ELECTRONIC 4�r$ CALIFS COPIES OF TN/S PLAN SHEET CITY OF FONTANA PARSONS 8353 SIERRA AVENUE 3602 INLAND EMPIRE BLVD, FONTANA, CALIFORNIA 92335 SUITE B-120 netrearn rei rcnaure orae 1::::: 11:2 6"� i - SECTION B—B V—DITCH CUTOFF WALL 15" 15" 6" TYPICAL SECTION —� OG CONCRETE V—DITCH DRAINAGE DETAILS 100% SUBMITTAL NOT FOR CONSTRUCTION a DD -1 NO SCALE ,.L„ Typ layout O , T z I >- .< C3 :3 z a a `°t PLAN VIEW A *NOTE: Match Existing Channel Ul Off 0 I #4 @ 12 C O L i 45' L o face Li d N m t V) x N Reinf J a L1.I a z O_ r O c z o N 14.1 Front face Reinf #4 @ z C) Rear face Reinf #4 @ 8 w > z a z a o F- J In N Z U U - a `°t PLAN VIEW A *NOTE: Match Existing Channel Ul C #4 @ 12 C O L i 45' U o face Reinf om 15' °t t N x LaL Reinf U - t a 0 w � r O c z @ IDiStj COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 10 15.73 93 REGISTERED CIVIL ENGINEER DATE �a eaOFEss TaNA` n H Z PLANS APPROVAL DATE T/lE STATE OF CAL/FORN/A a9 ITS OFF/CERS Exp. OR AGENTS WWI. AbT BE RESPoNS/BLE FGS9 s, CIVIL p THE ACCURACY OR COWLETENESS OF ELECTRON/C 4)z.\ COPI,'5 OF TWS PLAN SHEET CITY OF FONTANA PARSONS 8353 SIERRA AVENUE 3602 INLAND EMPIRE BLVD, SUITE 8-720 FONTANA, CALIFORNIA 92335 ONTARIO, CALIFORNIA 91764 #4 @ 18 S=.24% —1 2"-0" #9 Const Joint I #4 @ 18 Max Extend culvert Invert slab spacers 2'-0" into apron SECTION B -B See Table for Transverse Reinf I I #4 @ 12" I I I #4 @ 12" #4 x 5'-0" Dowels @ 12 Ctrs I #4 @ 18" I H6" S=4% �`— See Table for/" Transverse/ #4 Reinf / 1 '-4" ill -o.. # 4 iv Y #4 @ 12, Lap with wall 6, spacers SECTION C -C - #9 r1-1 CUTOFF WALL DETAIL TRANSITION CHANNEL DETAIL #4 @ 18, Str bock face #4 @ 18 Front face, bend 2'-6" into wall or apron DRAINAGE DETAILS 100% SUBMITTAL NOT FOR CONSTRUCTION NO SCALE DD -2 Front face Reinf #4 @ 12 ��41 Rear face Reinf #4 @ 12 Y4:1 Front face Reinf #4 @ 12 Rear face Reinf #4 @ 12 14.1 Front face Reinf #4 @ 12 Rear face Reinf #4 @ 8 CUTOFF WALL DETAIL TRANSITION CHANNEL DETAIL #4 @ 18, Str bock face #4 @ 18 Front face, bend 2'-6" into wall or apron DRAINAGE DETAILS 100% SUBMITTAL NOT FOR CONSTRUCTION NO SCALE DD -2 I W 0 a N = J Q W U U z r a o :3 z � Q I iY p> W m m W ¢ p JZ Lj Y I UU U Jin W QW = U p U 0 O w cL t� v a a- L) z D tl 7 i z Q z a z 0 I U Z Q a (�f J v Eielna B Caller AFanhes Foundry IOA-1630 or Equal 1 Bituminous i Pahtat Er ps { Ion Stallard Curb 8 Gauer a i 'a r p e ~ If4 Berg 6° O.C. = Both Ways • eSlaps: Ifo"per, if, - m r Irn 4" gto F t A LKtt. Gohnied:ed 1"CMor -4"Xte Curb a Radio,6e w 2-0 .'.: Ba- Ashm me g: +h/t42"OC. Famdryy A-3 t soo note 8„i Duhd Pips er Eepnl Use Support t 3"11lodlim tMoy Be In Any Wall) Boll In 6• or pear Add A4 Sora Dlagoeally Lert{er inlet - 1 Arend Pipe OPeldnfl ' 6 SECTIQN A -A SUPPORT BOLT DETAIL NOTES NO SCALE No Seoq I. Outlet Pipe Shalt Be Trimmed To Final Length And Shope Before ConaraN Is Placed. P Floor at Basin Shan Be Gives A Stasi Trowel Finish And Shall Slope From All Directions Towards The Outlet Pipe. A Walls And Floor Sinop Be R"famed With dr4 Defornad Bars 9912" QC. Bath Ways. 4. Concrsls Shan Be Claes "A" 16 Seeks Portland Cement Per Cubic Yard). A Varies to watch back of eldoslolk whew applloabi .'=tt-�9/01,dd.I..►T.i,r.5 R}S CITY of FONTANA, CALIFORNIA Drawn By REH `466 STD. D. Chocked By _ DETAIL CURB INLET STRUCTURE Approved Daft MWI, I{21 �ef•le �lioea�a .rt�eesae�s� FLAN N Santa. W- Rates To Groda'Altor Poring Sea Note #I - Inside Dimension Varies 6" ( Plan or Contract A J Frown 8 Grote PLAN Alhaalm Foenaryt iPA-2012 Sewho I"= 2-0' 9r Equal #40am 46"QC. pear Opening at Frame Mbye `Shall Be Sane As Inside Dkmension of structure Add #4 Bar S� Udder From 'o Ii = �� 6• 6 C I"q[ Add #4 Kers y _SECTr1 M , Arend Pips ->c Scaler I = 2-0 JUNCTION SYRUCTURE i MAIN CHAMBER I (Use Only Where Shown On Plane,) i b t •: poor. [ Flow Line (Elwathm As Showa On plan SECTIO NOTES, L Whore Puff Is A Par, of Controal or When Sham On Prom;"Raw To Grade After Puring; Final 6" et Structure Shall Be Car structed After Petrhep operations Are Complete. The SWawail Reinforcing Bars Shall EAtlond Ttueegh -Wnt. 2.talet 8 Outlet Pipes stay, Be In Any Well. 3,Fiw 01 Structure Shall Se Given A Steel Trowel Finish And Shall Slope From All Directions Towwds The Outiet. 4inlvt B outlet Pipes Shall Be Trimmed To Final Length And Shape Before Calarele is Placed. &Comets Shull 89 Class e I6 Seeks Portland Cement Per Cable Yard )• Drawn By REN ^"«r STD. CITY of FONTANA, CALIFORNIA Chocked By DETAIL Approved TRAFFIC TYPE JUNCTION STRUCTURE Date Mev 1466 122 . --- ------ --. - n , 2 1 ncco"e c _ ♦ v acro )istj COUNTY I ROUTE TOTAL PROJECT I ' No. 1 SREET 081 SBd 1 10 1 15.73 1 1 93 REGISTERED CIVIL ENGINEER DATE �oQR°FEssrph4( ip fy y e z PLANS APPROVAL DATE No. a 711E STATE 6F CALIFORWI.4 614 ITS OFFICERS o Exp o OR AGENTS SHALL NO,' BE RESPONSIBLE FOR sr CIVIL P THE ACCURACY wt c6u gTENESS of ECECTRONlC CDPIES OF TRIS PLAN SHEET pc r.Al[ CITY OF FONTANA PARSONS 8353 SIERRA AVENUE 3602 INLAND EMPIRE BLVD, FONTANA, CALIFORNIA 92335 SUITE 8-120 SUITE B rni tcnoure G179A DRAINAGE DETAILS 1007. SUBMITTAL NOT FOR CONSTRUCTION NO SCALE DD —3 �Eepa vlon Joint 'i ID�' �rwullsl Pips Estends Into I 6wNr Apron- Add 3 W4 Bars �1 As Shown or Add Wks U sh a PLAN 3E4"Dia. galvanised Steal Bar No SCALE Protection B • End Andorra-AINC"Ob • 8"CF 10"CF Fouodry#A-IS" or,Eetra l0"C% 8"CF PROTMTIA 13AR OETAIL Sive S -Plan cot► s Protective Ourn No scale Detail Below (Sea Del 11 4+12 Batter 4" gto F t A LKtt. Gohnied:ed 1"CMor -4"Xte Curb a Radio,6e w 2-0 .'.: Ba- Ashm me g: +h/t42"OC. Famdryy A-3 t soo note 8„i Duhd Pips er Eepnl Use Support t 3"11lodlim tMoy Be In Any Wall) Boll In 6• or pear Add A4 Sora Dlagoeally Lert{er inlet - 1 Arend Pipe OPeldnfl ' 6 SECTIQN A -A SUPPORT BOLT DETAIL NOTES NO SCALE No Seoq I. Outlet Pipe Shalt Be Trimmed To Final Length And Shope Before ConaraN Is Placed. P Floor at Basin Shan Be Gives A Stasi Trowel Finish And Shall Slope From All Directions Towards The Outlet Pipe. A Walls And Floor Sinop Be R"famed With dr4 Defornad Bars 9912" QC. Bath Ways. 4. Concrsls Shan Be Claes "A" 16 Seeks Portland Cement Per Cubic Yard). A Varies to watch back of eldoslolk whew applloabi .'=tt-�9/01,dd.I..►T.i,r.5 R}S CITY of FONTANA, CALIFORNIA Drawn By REH `466 STD. D. Chocked By _ DETAIL CURB INLET STRUCTURE Approved Daft MWI, I{21 �ef•le �lioea�a .rt�eesae�s� FLAN N Santa. W- Rates To Groda'Altor Poring Sea Note #I - Inside Dimension Varies 6" ( Plan or Contract A J Frown 8 Grote PLAN Alhaalm Foenaryt iPA-2012 Sewho I"= 2-0' 9r Equal #40am 46"QC. pear Opening at Frame Mbye `Shall Be Sane As Inside Dkmension of structure Add #4 Bar S� Udder From 'o Ii = �� 6• 6 C I"q[ Add #4 Kers y _SECTr1 M , Arend Pips ->c Scaler I = 2-0 JUNCTION SYRUCTURE i MAIN CHAMBER I (Use Only Where Shown On Plane,) i b t •: poor. [ Flow Line (Elwathm As Showa On plan SECTIO NOTES, L Whore Puff Is A Par, of Controal or When Sham On Prom;"Raw To Grade After Puring; Final 6" et Structure Shall Be Car structed After Petrhep operations Are Complete. The SWawail Reinforcing Bars Shall EAtlond Ttueegh -Wnt. 2.talet 8 Outlet Pipes stay, Be In Any Well. 3,Fiw 01 Structure Shall Se Given A Steel Trowel Finish And Shall Slope From All Directions Towwds The Outiet. 4inlvt B outlet Pipes Shall Be Trimmed To Final Length And Shape Before Calarele is Placed. &Comets Shull 89 Class e I6 Seeks Portland Cement Per Cable Yard )• Drawn By REN ^"«r STD. CITY of FONTANA, CALIFORNIA Chocked By DETAIL Approved TRAFFIC TYPE JUNCTION STRUCTURE Date Mev 1466 122 . --- ------ --. - n , 2 1 ncco"e c _ ♦ v acro )istj COUNTY I ROUTE TOTAL PROJECT I ' No. 1 SREET 081 SBd 1 10 1 15.73 1 1 93 REGISTERED CIVIL ENGINEER DATE �oQR°FEssrph4( ip fy y e z PLANS APPROVAL DATE No. a 711E STATE 6F CALIFORWI.4 614 ITS OFFICERS o Exp o OR AGENTS SHALL NO,' BE RESPONSIBLE FOR sr CIVIL P THE ACCURACY wt c6u gTENESS of ECECTRONlC CDPIES OF TRIS PLAN SHEET pc r.Al[ CITY OF FONTANA PARSONS 8353 SIERRA AVENUE 3602 INLAND EMPIRE BLVD, FONTANA, CALIFORNIA 92335 SUITE 8-120 SUITE B rni tcnoure G179A DRAINAGE DETAILS 1007. SUBMITTAL NOT FOR CONSTRUCTION NO SCALE DD —3 Manhole From& 9 Cover Alhambra Foundry Ca Ltd. No. A-1170 , 0 -TOP 2`A.C. Pavement to surface _. A Inner Pon Alhambra Foundry Ca Lt< — _ No. A-1172 PLAN I2" Min. A.C. Pavement to surfooe• Manhole iBarrel -� NOTES. SECTION A --A ®SAME AS EXISTING —3 "mI& a G" max. CITY OF FONTANA CALIFORNIA Drawn By . STD MANHOLE FRAME & COVER Checked By AND REINFORCED CONCRETE COLLAR Approved Scale; IIS it Date NOTE: Not to be furnished unim called for in specifications. 12 Min. I TOP Ti Pavement Hstl COUNTY I ROUTE I TOTAL AW 08 SBd 1 10 15.73 93 11 REGISTERED CIVIL ENGINEER DATE oYSOFES5LaH4L Lei y c i PLANS APPROVAL DATE a No. T//E STATE OF CACIFLRIN/A OR LTS OFFICERS t` Exp. AA OR AGENTS SLLALL AVT BE RESPONS/BLE FOR sr CIVIL P THE ACCURACY OR COMPLETENESS ar ELECTRON/C 4j6' OF CAL COPIES OF 7111S PLAN SHEET. I CITY OF FONTANA PARSONS 8353 SIERRA AVENUE 3602 INLAND EMPIRE BLVD, FONTANA, CALIFORNIA 92335 ��r.o,B r2 t1 ..^..,. -1 . DRAINAGE DETAILS 100% SUBMITTAL NOT FOR CONSTRUCTION 111 f C!- A I r DD -4 DRAINAGE QUANTITIES z I— W W VI Z Q O G] 0 O Z LLIF- F- Vt z cr 0 Z F- U z m L] J W (n n Z Q aC N- W t` W W Z oU 00 • - cN) _ = = w 0� Vl .� W F=- U U Z oF- N UC.7 z� z .� x - ao a. cr - _ v N U -- a- CL Ln cr cr � - - 0- _ i� v - V U) 00 cN) W F- Q a: � a ac L L. N Z a � Y U Ld 0 W F- (� �Z U Z oz� U = �O~ zE :2 - w^ w Z '- U Z z_ O J UJ N Z V)``�� Q = -� U ` W Y Z Q p J N0° � OJ Z o U m O O F- O F- v �_ QLa vt w F- [WF -< LMLJW F- J U w wa[ � z < _ U LLj w Ix U Z wz wcr_ DESCRIPTION STATIONix Z W W N z J CL Cl O O Z Ld F- >- toz Ix 0 O Z F - _ Z ix Cl jibs eal ft CY ft ft ft ft ft eaea cy cy ft2 cy cy ft cy D-1 1 0 7 .9 18' ACP I D-1 1 o b 130 5.3 2.5 1 CURB INLET STRUCTURE PER DETAIL SHT DD -3 "C" 50+9 .54 59.00 LT b 2 a 82. 24 R P 2 0 b 170 13.2 >CURB INLET STRUCTURE TYPE OL -7 PER CTSP D72 "C" 53+93.49 45.13 LT b C g 24" RCP c d 520 3.7 1.2 1 3"x3'TRAFFIC TYPE JUNCTION STRUCTURE PER ETAIL SHT D-3 "C" 54+03.92, 76.98 LT d e 1.7 11 L - e " 343 0 49.8 24" RCP 3 a b 130 5.2 2.5 1 CURB INLET STRUCTURE PER DETAIL SHT DD -3 "C" 51+04.44 35.00 RT b c 274.9 24" RCP c ' d 170 14.1 6.6 1 CURB INLET STRUCTURE TYPE OL -7 PER CTSP D72 "C" 53+75.46 35.00 RT d ' e 27.3 24" RCP e f 1.7 CONCRETE APRON PER DETAIL SHT DD -1 f g 520 1 4.3 1.3 j 3'x3"TRAFFIC TYPE JUNCTION STRUCTURE PER DETAIL SHT DD -3 'qr "C" 53+75.35, 67.26 RT Nh , h 34.0 CONCRETE V -DITCH PER DETAIL SHT DD -1(L=797.8') ' 4 a 25.8 24" RCP 4 o b 130 5.7 2.5 1 CURB INLET STRUCTURE PER DETAIL SHT DD -3 "C" 49+03.66 34.00 RT b c 68.9 24" RCP c d 130 7.0 3.0 CURB INLET STRUCTURE PER DETAIL SHT DD -3 "C" 49+5 .4,1,,8t_3RT d D-2 5 o 14.3 CONCRETE RETAIL SHT DD-2TRANSITION D-2 5 o b 251.9 CONCRETE CHANNEL PER DETAIL SHT DD -1(L=200' H=8" W=16" b c 33.9 PERCDETRETE AIL HSHTEDD 2(L 45 SON c d 341 REMOVE CONCRETE CHANNEL (L=260') d 6 a 130 7.1 3.0 1 U T ST TUR ER D T L SHT - "D" 10+40.95, 18.00 LT 6 a b 25.3 1 b C 5.3 c d 130 7.2 3.1 1 T TU R D T L S T D- "D" 10+41.02, 18.00 RT d 7 a 1 TE FES PER CTSP D94B "C" 69+67.59 67.18 LT 7 o b 22.3 b c 130 7.4 3.1 1 T U TUR PER D T IL SHT D- IR "C" 69+67.59 36.35 LT c d 73.2 e 130 5.0 2.5 1 ST TUR R T L T - "C" 69+67.59 36.35 RT e 8 a 17 . 8 a 1.0 b c 520 3. 1.2 1 R OT ILLS TY DE J C I NSRCTR C 68+9.6, 2.33E c d 5422 EROSION CONTROL BLANK E E AIL SHT DD -1 d e 7.4 ROCK SLOPE PROTECTION 10'x10'x2' e f 1.2 HEADWALL PER CTSP D89 'C 70+ 2,41 5.73 L f 40.9 24" RCP h 57.5 1 h i 130 4.2 2.2 1 CU B I L T T U TUR ER D T IL HT D- "C" 71+91.80 40.84 LT i 7 1 46.6 5 81 1 34.0 300.0 5422 7.4 341 SHEET TOTAL (N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. .-...- ------- jD'St COUNTY ROUTE TOTAL PROJECT No. SHEE 08 SBd 10 15.73 46 93 REGISTERED CIVIL ENGINEER DATE oI?CFESS Io n i w No_ PLANS APPROVAL DATE THE STATE Gic CAL /FGSAY/A 64 /TS OFF/CERS 4 Exp.-�a OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL P TILE ACCURACY OR COMPLETENESS OF ELECTRON/C 4� OF CALF` COPIES OF TNTS PLAN SHEET. CITY OF FONTANAPARSONS 8353 SIERRA AVENUE 3602 INLAND EMPIRE BLVD, FONTANA, CALIFORNIA 92335 SUITE 8-120 ONTARIO, CALIFORNIA 91764 )RAINAGE QUANTITIES 1007. SUBMITTAL NOT FOR CONSTRUCTION 0 DQ -1 N 3 LJ 0 cr a N = J Q w x U U z >- < a 0 Z) z a m wr w m f aw o J Z W UU L U .-_ U J w W Q W = UD U 0 N W 0 N Ln D: a w z a u N z LL > Z a a � F- J V) V) z 0 U a DRAINAGE QUANTITIES z I-0 W 2 N Q a Li Z a (� o o0 O Z LL1Z F- V) V) w Z a 0 w w Z V) F- 0 -- Z Q w Zp a: z a N- O W Li W W U z Ov 00 cN) = = cr I- Vl wa w I=- VU Z� 0,- ZO z � a a. a a o 0 0: - - = OD Q N Q N V Lo cN) W Q V) U 0: z (DcD Q V) °� J Y a a U - � W co L' C) F- C3 w UZ 0J U= O- Z -- v w^ 1 jZ 01-- ZZ OJ UW N Z V)a a= J U U`" w Y Q 0--I t -co O O ww z O U m ~ � !- v _ .� o_ V) � _ F- 1WZ W m Uw Za Ouf) Uz � W zLd -- ° a �- D_ > "'J u W O W 0 Z Q = <� F W U z u W O W D DESCRIPTION STATION zZ H W W 2 N Z Q W L7 Z a !r O 00 O z � U) V) w CD Z a CC p Z w C7 Z a IY a lbs ea ft I CY ft ft ft ft ft lea ea cy cy ft2 cy cy ft cy 0-2 9 0 13.5 1 91 a b 130 6.2 2.8 I U B I L T ST U TUR ER D T IL HT D- "C" 71+92.00 40.84 RTb c 62.2 1 c d 130 6.0 2.8 U B I L T T U TUR ER D T IL HT D- "C" 71+25.82 39.52 RT d D-3 10 o 75.5 D-3 10 o b 130 5.0 2.4 1 CU B INLET STRUCTURE PER DETAIL SHT DD -3 "C" 76+11.89, 105.47 RT b 11 o 130 5.0 2.4 1 ,CL!RBL INL T STRUCT R PER RE AlHT DD -3 "C" 77+08.56 65.48 RT 11 o b 3 .7 b C 71.5 24" RCP c d 0 7 4.5 3. 5) rCURB INLET STRUCTURE TYPE OL -14 PER CTSP D72 "C" 77+46.23 39.75 LT d 12 0 1. 24" RCP 12 a b__"7 4.5 3. CURB INLET STRUCTURE TYPE OL -14 PER CTSP D72 "C" 77+46.30 27.75 RT b D-2 13 a 110.4 4" D-2 13 a b 435 7.0 3.2 1 I I 'x6'7 AF 1 Y E J C( N 1%06614" NOE COVER EQ PETAlHJS.Dq-3,ADD- "D" 10+40.95, 10.00 RT b c 371.5 4 c d e 435 9.9 4.8 115.9 4.1 'TA I lE 'x6 1 NO OEtgPE ET I HS D-3ADD- 54 P T -1 - / ') "D" 14+18.41 , 10.00 RT d e f 435 7.3 5.1 I IE 8'x8'T AF 1 Y E J C I N S UCT R ,MANHOLE OVE P R D T IL S T D-3 D-4 / "C" 71+28.34, 40.14 LT f 9 88.6 6.4 T -1 -1 . 9 h 435 6.7 3.2 x6 CI N 11 ''TA I YEJ S UTR M H L O E P D T I HT D-3 A DD -4 / "C" 71+91.99, 24.62 RT h i 411.8 45.7 4 CONCRETE ENCASEMENT PER DETAIL SHT DD -1. L=132.1' i D-3 13 j 435 9.0 4.3 0 1 IE 'x6" T AF 1 Y E J C! N S U T R A H L OV R PER D T611-. S T D-3 N D-4 /D-3 "C" 76+09.77, 25.00 RT 13 j k 95.0 k I 435 8.0 4.1 1 0 1 tE 'x6' T AF I Y E JU C 1 N 5 UCT R AN 06E COVE PE ET 1 H S DD -3 A D D - / "C" 77+10.78, 25.03 RT I D-2 14 0 140.0 8" PLASTIC DECK DRAIN PIPE D-2 14 0 b 1 TYPE D-1 DECK DRAINS PER CTSP B7-6 b 15 o 5.0 8" PLASTIC DECK DRAIN PIPE 15 o b 1 TYPE D-1 DECK DRAINS PER CTSP 137-6 b 16 0 5.0 8" PLASTIC DECK DRAIN PIPE 16 o b 1 TYPE D-1 DECK DRAINS PER CTSP 87-6 b 17 a 342.0 8" PLASTIC DECK DRAIN PIPE 17 0 b 1 TYPE D-1 DECK DRAINS PER CTSP 87-6 b 04561 ni'FI -v i 0 4 5 2. D 5 x5 T AFC TY E JUN TION S RUC U E MANHOLE COVER PER DETAIL SHTS DD -3 AND DD -4 / C' 50+ 3.87, .97 RT D-1 18 a b 145.2 42" RCP b c 435 6.3 2.6 MODIFIED 5'x5'TRAFFIC TYPE JUNCTION STRUCTURE w/ MANHOLE COVER PER DETAIL SHTS DD -3 AND DO -4 "C" 49+03.66, 6.00 RT c 19 o 77.2 24" RCP 19 a b 170 4.8 2.4 1 CURB INLET STRUCTURE TYPE OL -7 PER CTSP D72 "C" 50+51.69, 87.47 RT b 0.4 GUTTER DEPRESSION PER DETAIL SHT DD -3 "A" 10+00.00, 13.00 LT 0.4 GUTTER DEPRESSION PER DETAIL SHT DD -3 "B" 411+80.02, 5.00 RT D-3 a 120 REMOVE EXIST CULVERT p-3 20 o b 102 REMOVE EXIST CULVERT b 4510 50.6 76 1 291 145.2 1193 492 14 4 56 222 SHEET TOTAL 175801 1 1 1 97 330 1072 145 1193 492 28 4 34 300 5422 7.4 56 222 41 TOTAL ...-. ..-..._ ........-.� .. - n • 7 T ,IC�pNll llr -1 oi<rD DiSt COUNTY ROUTE TOTAL PROJECT No. SHEET` - 08 SBd 10 15.73 47 93 REGISTERED CIVIL ENGINEER DATE �o pP°f ESS I0v,41 tie fy w c v m PLANS APPROVAL DATE ND, a THE STATE OF CAL/F6RWA LW ITS OFF/CENS t Exp. - ORA QINTS xp. ORAGENTS SHALL NOT 6E NESPONS/BCE FOR sr C I V I L `P T//E 4XZR.4Cr OR CCWLETENESS OF ELECTRON/C 4Tf pF. CAL COP/ES OF TN/S PLAN SHEET. CITY OF FONTANA PARSONS 8353 SIERRA AVENUE 3602 INLAND EMPIRE BLVD, FONTANA, CALIFORNIA 92335 SUITE 8-120 nNTARIo_ cei iFnRNte a17F;4 DRAINAGE QUANTITIES 1007. SUBMITTAL )NOT FOR CONSTRUCTION DQ -2 Interstate -10 / Cypress Avenue Overcrossin9 Project 100% Drainage Report APPENDIX E 1-10 CHANNEL CAPACITY REPORT PARSONS March 2008 I-10 Channel Capacity Study 1.0 Executive Summary As part of an on-going planning effort to identify future required drainage infrastructure and associated costs for the mid -city area, the City of Fontana has contracted with Boyle Engineering Corporation (as an extension to Phase 1) to prepare Phase 2 of the Hydrology and Hydraulic analysis of the existing I-10 Channel and associated watershed. The existing drainage channel does have adequate capacity to allow future build out and development of its tributary area, of which the area includes property from the City of Fontana and the County of San Bernardino. Hence, the purpose of this study is to (1) evaluate the hydrologic impacts of future development of the area, and (2) determine the extent of the future channel improvements to accommodate the increase of tributary storm water discharge. San Bernardino County Flood Control District approved the Study on October 15, 2003, and CalTrans had no comments on the Study on January 14, 2003. See Figures 1-1 and 1-2. This effort resulted in preparation of 30 percent level design drawings for channel improvements and listing of right -of -way -acquisition. The calculations demonstrate that the 100 -year storm runoff discharge at the downstream and upstream end of the I-10 Channel is 193.1 cubic meters per second (ems) [6,819 cubic feet per second (cfs)] and 0.89 cros (31 cfs). The time to peak at the different stream confluences occurs at approximately 16.5 hours into the design storm. The proposed Fontana Avenue storm drain outlets to I-10 Channel at Hemlock Avenue. The 100 -year storm runoff discharge along this proposed storm drain is 87.94 cros (3,106 cfs). 2.0 Project Description The proposed project is the I-10 Channel and is located north of and adjacent to westbound Interstate Highway 10 and traverses the City of Fontana in western San Bernardino County, California. Spanning j a distance of approximately 8,050 meters (m) [5 miles], the downstream (west) end of the project is at the confluence with the Etiwanda/San Sevaine Flood Control Channel (ESSFCC) and the upstream (east) end of the project is at the water divide located approximately 300 in [1000 feet (ft)] east of Sierra Avenue. The California Department of Transportation (CalTrans) has jurisdiction of the project (under the administration of District 8) within its freeway right-of=way, and spans from post mile 11.6 to 16.4. See Figures 2-1 and 2-2 for location of project. 3.0 Existing Conditions The existing I-10 channel consists of a concrete -lined trapezoidal channel varying in width (3.7m/l2 ft to 15.2m/50 ft) and depth (0.9m/3 ft to 2.7 m/9 ft) along its entire alignment and serves as the major backbone -flood control facility for the mid -city area of the City of Fontana. The longitudinal slope varies from 0.20 percent to 2.7 percent, and the side slopes are set at 1.5 horizontal to 1 vertical. The facility consists of four reinforced concrete boxes (RCB) culverts, three of which cross major arterials and one that crosses an industry railroad track. From west to east the culverts locations are at Kaiser Spur, Cherry Avenue, Citrus Avenue, and Sierra Avenue. The existing RCB sizes of these culverts are identified below on Table 3-1. Y:IF60140IWootReporuLSaf,tCBliFohrme 1 of 41R or63-Fi=IReporrd0c Page I Printed: 1718170031:13 PU Saved.- 118170031.13 PM )�QVL4E 'OD CONTROL - REGIONAL PARKS • SOLID WASTE MGM T - SURVEYOR - TRANSPORTATION .tThird Street - San Bernardin, CA 92415-Oa35 - (909) 387-8104 Fax (909) 387-8130 October 15, 2003 ECONOMIC DEVELOPMENT AND PUBLIC SERVICES GROUP KEN A MILLER Director of €3ub0c Works .ECE11f 1 E 6 f 03 BQ ` U - 0NTt.P10 Mr. Bill Flows Jr. File: 1-8106:00 Boyle Rugineering 1-501/1..00 1131 West Sixth Street, Suite #285 Qntario, CA 91762 RE: 1-10 CHANNEL CAPACITY HYDROLOGY STUDY REVIEW — 3"d SUBMrrTAL Dear Mr. Flores: Refinence is made to your letter of transmittal dated September 5, 2003, together with revised Rational Method hydrology calculations for some specific. areas, requesting review and - comments from this Division. The proposed project, I-1.0 channel is'Ioca'tee�north.of and. adjacent ,�iewestbound Interstate . M&Way -10, spanning a distance of : approxiruately 5 reales, and' bounded � by San Sevaine Channel 'to the west; Metrolfi* Rail - Line to _the north; Sierra - Avenue to the east, and 110 channel to the south we- have previously reviewed and commented on this prof ect by a letter dated July 30, 2003. All our comments, for the purpose of estimating the flow rates. along 1-10 channel, have been addressed- if ddressed If you have any questions, please call Iiany Peters or me at (909) 3 87-8213. SincereLF., . , Chief Water Resources Division MJFM:RTa_bf ID22788 CM Steve Nawar, City of Fontana - W ?JE -J cat F.darisftfzLyvn-- user aar� ei 3ersar s jomq GOSS, S&L P 1-- i �60r'3 ............... runt nistrtct DEMS H.6tnBERGEER . - _ .. _ - - Tvr�- Ass:sia d Cowi# A3mIrd-w--r PAUL W NE ............... Se g£ L4istriat F=W-i ,"C -U1 R............... F auft P 2 MWRIM DeV`810 ,erW2 and J -=R; Y �' ............._.. =firth Distr� age ruwc Services C -u Bill Flores ._QM: Phillip_Reynolds@dot.ca.gov nt: Tuesday, January 14, 2003 4:15 PM . a: Bill Flores suolect.. Re.. 1-10 Channel Capacity Analysis -Hydrology ;Study review (OC -1=60-401) ,Mr. Flores, I apologize for taking so long, to respond.to your inquiry. The hydraulic/hydrology unit has completed their review of the hydrology study ni for the I-10 Channel. Caltrans has no comments on this portion of the channel study. I will getting the comments for the geotechnical reports as 'soon as possible. Thank you, Phill Reynolds "Bill Flores" <bfiores@BoyleEngine To: <mf6x@dpw.sbcounty.gov>, eringg.com> "Phillip Reynolds (E-mail)" <phillip.re7odot.ca_gov> 12/23/02:04:29 PM cLong" <jIbn&@BoyIeEngineering.com> Subject: 1-10 Channel Capacity Analysis - Hydrology Study review -(OC-F60-401) May you please tell me the status of your review of the Hydrology Study for the above project? Thanks. Mr, Bill Flores Jr., P.E. B - oyte, Engineering Corporation i I J I Wqs-t, ix-th 9 Suite 285 - Street,. Ontario, CA 91-762 Maim (9G9)933-5225- Fa7X: (909)933-5228 Cell: (90)545-9716. bflores@boyleengineering.com Page 3 IA 0ANT s cujoll Jun LV tie Geek hilt, oaldl� cv ,a Pyx 7 0 w tf-41 rQ104-11 A — I r� 0,11 r 1TY Q oj\]-rj-\J\Jjt\ 7 S'8 N JR N A R 0 1 .14 0 take -ro ad oGr*e dig, o4or �ojm CN L Its N T1 At m a Barmend 5 Inu, it !,a od Val b AT WE 7 BOS+LE so No o'Y "o' * as Oak. CITY OF FONTANA I-10 CHANNEL REGIONAL MAP CITY OF FONTMA 1-10 CHANNEL LOCATION MAP I gd CITY OF FONTMA 1-10 CHANNEL LOCATION MAP I Table 3-1 Existing Crzlverts along I-10 Channel Location RCB Size Kaiser Spur Tpl 11 fI x7 ft (3660 nim x 21.35 mm) Cherry Avenue Dbl 12 ft x 5 ft (3660 mm x 1520 mm) Citrus Avenue Dbi & ft x 5 ft (2400 mm x 1520 mm.) Sierra Avenue Dbl 5 ft x 2 ft (1520 mm x 610 mm) Tributary to the I-10 Channel are a number of local storm drains systems along the north and south side of the Channel, with these outlets varying in size from 460 mm (18 inch) to 1,220 mm (48 inch) diameter. The majority of the outlets are on the freeway (south) side. The major outlet from the north is the one from Catabawa Avenue, which is a 2.5 m (8'.2 ft) by 1.1 m (3.6 ft) RCB. In other areas, local streets without storm drains outlet storm runoff via concrete aprons that spill over the top of the channel. Storm runoff from the freeway side either surface drains to the Channel or flows to drain inlets that eventually outlet to said Channel. Information on the existing outlets was extracted from record drawings, visual inspection, and field survey data, or a combination thereof Currently, the I-10 Channel confluences with San Sevaine Creek, lower portion reach III, at the downstream end of this project. Additionally, San Sevaine Creek is unimproved from 110 rn (360 ft) north of Valley Boulevard south to Jurupa Basin. As of this writing, Boyle Engineering has designed improvement playas for this stretch of San Sevaine Channel and is pending approval from San Bernardino County Flood Control District (SBCFCD) for construction. A series of wet and dry subsurface utilities traverse the Channel, some of which offer challenges for the proposed design. The major utility of concern is the Metropolitan Water District of Southern California (MWD) l I -foot 8 -inch (3.56 m) diameter Upper Feeder pipeline, which is part of the Colorado River Aqueduct. Also referred to as Schedule 3P, this precast concrete pipe (PCP) crosses the Channel in a northwest: southeast direction and Fontana Avenue in a perpendicular direction, and is located in a forty - foot (12.2 m) easement. The slope of this utility is approximately 0.0010 and 0.01760 at its crossing with I-10 Channel and Fontana Avenue, respectively. There are two gravity sanitary sewers that cross the I-10 Channel - at Cypress Avenue and Poplar Avenue. The Cypress Avenue sewer is a 27 -inch (686 nem) diameter vitrified clay pipe (VCP) enclosed in a steel pipe casing, The Poplar Avenue sewer is a 21 -inch (533 mm) diameter Reinforced Concrete Pipe (RCP). See Appendix C, Flood Routing exhibit. Y:IF6Ot40ItDocsLkleportsLStcrd}•CDIIWume 1 of 4!Reporr13-FinaIReporr_doc Page 6. Priirted-12'IWO03 1:13 FM Saved: 131812003 143 PM JRC7VL E 4.0 Purpose and Need for Project The purpose of this study is to identify the most appropriate channel configuration that will convey the 100 -year storm runoff discharge and afford the City of Fontana the opportunity to fully develop the tributary watershed of the I-10 Channel. At the same time, the study will also accomplish the objectives listed below: • Discuss hydraulic constraints • Provide channel alternatives and recommendations • Surnmarize Right -of -Way issues • Prepare an Opinion of Probably Costs • Identify agency coordination and project phasing It is generally recognized by CalTrans.that the I-10 Channel is inadequate to convey the 100 -year storm runoff discharge and is currently limiting discharges into the Channel to current levels and requiring off- site detention to attenuate peak discharges into the -channel. In order to .alleviate this deficiency, the City intends to implement its newly developed Faster Plan of Drainage by phasing the ultimate channel configuration based on future development in accordance with the City's General Plan. The Opinion of Probable Cost of the recommended channel alternative will aid in the preparation of required capital improvement scheduling and phasing, and the determination of development fees within the tributary watershed. This; study is being prepared in concert with the planning and preparation of the Project Study Report (PSR) for the CitrusfI-10 interchange and the Cherryl1-10 interchange to identify proposed channel improvements for the, subject reach. 5.0 Alternative and Recommendations As directed by the City, only one alternative was considered for implementation. This alternative 'vas designed to achieve the objective of matching the existing channel flow line. This alternative is defined below. The proposed alternative: consists of a rectangular concrete channel ranging frorn 18 in (59 ft). wide by 4 ria (13.1 ft) deep to 5 m (16.4 ft) wide to 2.5 m (8.2 ft) deep. The longitudinal slope and the vertical location approximately match the existing channel. The proposed channel joins the existing sections at both ends. At the downstream end, the existing rectangular channel measures 15.2 in (50 ft) wide by 3.0 m (10 ft) deep. This existing section is not constructed and reflects the design improvement plans (by Boyle Engineering) for San Sevaine Creep, Lower Reach III, and is pendina SBCFCD approval. For design purposes, the proposed channel actually joins further downstream at station 111+40.139 m (equals station 2+5;.41 ft per San Sevaine Creels design plants) where the top of nosing ends between Channel A and B. At this location the ESSFCC measures 15.2 in (50 ft) wide by 4.9 m (16, ft) high. At this point, the proposed 18 in by 4 m rectangular concrete I-10 channel transitions both horizontally and vertically to the existing channel. Y. T601,1011DocslReportsLSludjCD1P'ohrme 1 ofMeporrl3-Fina7Reportdoc Page 7 Printed 1118170031":13 AM Saved 1218!3003 1.13 P.If )MCI VL 4' ;_ am Pz_ka::_ Serial number: 1511 YJRSn3 Su':?�nC= ?RG?_i.S i.l»ib*v Oa=�: o-Zc-ZOC3 ._rc 3:.5:30 -10 Cha-nnell Ca,,acity Analys s j -N OC -360-401-00 ?oncana to==ric? 100 Yr aer -.Vd olcgy 06-07-03 :ti+ff+•Yt*Y*YiY+YYYY+T+RIY++TYY+4aYf+;+f YTYtS+LTYf+t1C+YYT+eYYfYYYfrrx se;+O.fi*T+lfiTr;iYtf Tf t+++f Yf;TTY tY+f:+t+fYT; » ixt firY*ttT1 Invs_t Depz3h aatet Q vel 7e1 Z --r SuRer CriticalPlow :op He'-ghc('3ase Wt No Wth S atian Slsv (K) Slav iK3iS} (MES} ?-a3 vrd, 1. 3lev Denth iidtb IDia.- H x 2.D. ZL �.pral?1p Lj3lem ch Slope- - - - - - - - -I-SB A n - i�F SE ?pch Proude N Norm Dp - "N" X -Fall ZR T}me Cil Y>-; ♦YYY YR YYfYY+Ie+♦ f�'e ♦fitY 11YYTdT+'f Ytx1J;YYY'Yr4 tf T41T++1111 1111!! MYi 1Tff Ytf fiYft*fi fif ++f *x:*f* i�iYYTY i*AYYfY •+ "YrLY1 t* 11140_140 103.294 2.539 3 -OS -833 193.140 4.55 1.27 307 -LO .00 2,54 35.24 4-877 15.240 1`00 s0 .0 TRA"FS STR 4015 0021 c -s 2.54 ,1.00 .015 Co .00 RECTANG I I ! f ! I I I I I I I l 11163-140 303-329 ,2.300 306.129 193.1110 4.53 1.04 307.17 .00 2-S4 15.24 4.000 15.240 .00 0 .0 TRANS STR -0015 0012 .07 2.80 .86 .015 .00 .00 RECTANG 11219.150 303.414 3.361 306.775 153.100 3.19 .52 307-29 .00 2.27 18.00 4.000 18.000 .00 0 .0 TRANS STR .0033 -0007 .00 3,36 .56 .015 0o 00 RECTANG # ! l f I I 1 I I I I I I 111222.150 303.424, 3.351 306.775 193,100 3.20 S2 307,30 .00 2.27 18-.00 4-000 18,000 .00 0 .0 BRIDGE HXZT t l t I I f I I E 1 l l 1- 11222-150 303.424 3.282 306.706 193.100 3.40 .59 307,30 .00 2.33 18-00 4,000 18.000 -00 2 .3 10-970 -0024 .0015 .02 3.28 .61 2.74 OLS .00 .00 BOX_ I I I [ l I I 1 I I I I I 11233.120 303..450 3.267 306.717 193.100 3.42 .59 307.31 .00 2.33 18-00 4.000 18-000 .00 2 .3 MUDGE ENTRANCE '11233.120 303.450 3.378 306-828 193.100 3.18 .51 307.34 .00 2.27 18.00 4.000 18.000 .00 0 .0 TRANS STR .0017 .0007 .00 3-38 .55 .015 _00 .00 RECTANG 11236,120 303.45S 3.375 306..830 193.100 3.L8 .51 307.34 .00 2.27 18.00 4.000 18.000 .00 0 -0 69.371 .0023 .0007 .05 3.38 .55 2.27 .015 .0o .00 RECTANG 11305-490 303:612 3.218 306.830 193.100 3-33 .57 307-40 .00 2.27 18.00 4.000 18.000 -00 0 -0 -I- -I- -I- -I- -i- -I- -I- -i- -l- -(- -I- -1- -1- 1- 66.084 .0.023 .0009 .06 3.22 .59 2.27 .01.S .00 .00 RECTANG 1,580 303761 3.068 306.829 193-100 3.50 62 307.45 -00 2.27 18.00 4.000 18.000 .00 0 .0 -l- -I- -I- -l- -i- -l- -1' -I- -#- -I- -I--I- -I- l- 15.831 -0023 .0009 .01 3.07 .64 2.27 .015 .00 00 RECTANG l I I I f l I I I I [ I I 11387.410 303.797 3.032 306.829 193.100 3.54 .64 307.47 -00 2.27 18.00 4,000 18.000' .00 0 -0 TRANS STR -0023 .0010 _OS 3.03 .65 .015 .00 .00 RECTANG 11437.410 303.912 2.,932 306..044 193.100 3.66 .68 307.53 .01 2-27 18.00 3.500 18.000 .00 0 .0 61-260 .0022 .0011 .07 2.34 _68 2.28 .015 .00 .00 RECTANG f l I I 1 1 I I # I I 11498.670 304.049' 2.796 306-845 193.100 3.84 .75 307.60 .01 2.27 18.00 3.500 18.000 -00 0 .0 -I- -t- -(- -t- -#- -l- -I- -1- -I- -i- -I- -I- -l- 1- 48.146 .0022 .0013 .06 2.81 .73 2.28 .015 .00 .00 RECTANG # I I ! I I } I # I # I 1 11546.810 304.157 2-689 306.846 193-Iao 3.99 -81 307.66 .00 2.27 18.00 3.500 18.000 ,00 0 -0 55,651 .0023 .0015 .08 2.69 ,78 2,28 .015 .00 .00 RECTANG l I I I l I I I ( I 1 # 1 11602.460 304-282 2-563 306-846 193.100 4.18 .89 307.74 .00 2.27 18.00 3.500 18.000 '00 0 -0 37,537 ,0023 _0017 .06 2.56 -83 2-28 .015 .00 -00 RECTANG l 1 t l t t I 1 I E 1 E I 11640.000 304.367 2.479 306.846 193.100 4.33 ,95 307.80 .00 2-27 18.00 3.500 18.000 .00 0 .0 JuNCT STR ,0013 .0014 .28 2.48 .88 .015 .00 .00 RECTANG I 1 l I 4 # I # # I f 4 1 11832-760 104.61<0 2.760 307-370 184.100 3.71 .70 308.07 .00 2.20 18.00 3.500 18.000 .CO 0 .0 76-477 .0020 .0012 .10 2-76 .71 2.30 .015 .00 .00 RECTANG 1 I 1 t l 1 I I ( f I I f 11911.240 304.765 2.632 307.397 104.100 3.89 .77 308.17 .00 2.20 18-00 3,500 18.000 .00 0 .0 82.101 .0020 .0014 -12 2.63 .76 2.30 .015 -00 .00 RECTANG Y. 1-%760i401 \Cal cs kZ31draulic3\ WSPGW\ I-IOX. OUT 1]X.5:Sri U S - - W - Va_- >_,... '-K- -�ac*,aga Se. al Nu=ar: 14=1 '4ziaR SLFtFAC3 PROF3L' i3S^=N3 Date: 3-'<6-20-3 -i,._. 3:15:50 7-10 _2.annel Ca?acity Analysis jw OC -760-401-00 20a.aaa ;metric! 100 Yr psr hy3,ology GS -07-03 Rww if tt TYsstwria f4rss rrrwrwii}Yf Tw4af ttatffl}Y}fYtr}fYi}YffTYf4ttTwsssTwf4tw 4 w feltTf*-.4!!t}.w Y}!t4}sYRf rf #w lrrrfr}!s x#f}4##4 'aver- Death a -e i t --- 'kms h- 3dse tt; NO Wth _ o.- r ;� ve_ Vel �argy Soper __:cel F]:ow Tog 8 / $LdCioa RZav (�;� 3?ev I (?-3651 �MISi F.ead G.3.2i. £lav �Daath 4:i3tir Did.- A1�ar i..3. rL prsf2io L/52em Ch Slope - - - - - - -(-SF Ave Y^r S_ Dpth ?rau3e N Nota Dp - "4' �rX Pazl_ ZR iype Ch s}!l.tst# !}4f ss in lsY4}Y!f •rw }s is }swrs}wwif fiver }sli}i#44f twwf t#sYt wlTTitf }4f sf T! !<t4l sw trr 4rri stf r4 YtTr lYTT�}' w(f 11993.340 304..927 2.509 307.436 184.130 4.08 BS 308.28 .60 2.20 18.00 3.500 18.000 .00 0 .0 6.663 .COZY .0015 .01 2.51 .82 2.30 .cis .00 .00 RECTANG 12000.000 304.940 2.500 307,440 184.100 4.09 .85 308.29 -GO 2.20 L8.00 3.500 18.000 .00 0 .0 -l- -I- -k- -I- -t- -k- -1- -!- -[- -I- -k- -I- -I- I - TRANS STR 0020. .0016 OS 2.50 -83 .015 .00 .00 RECTANG I [ I I k I f I I [ { l t. 12050.000 305.040 2.453 307.493 184.103 4.17 .89 308.38 .08 2.20 18.00 3.000 1$.000 .00 0 ..0 34.96.9 .0020 .0018 .17 2.53' _85 2.28 .015 .00 .00 RECTANG 12144.370 305.233 2.339 307.571 184.100 4.37 .97 308.55 .08 2.20 18.00 3.000 18.000 .00 0 .0 15.031 .0020 .0019 .03 2.42 .91 2-28 .015 .00 .00 RECTANG 12160.000 305.263 2.327 307.590 184.100 4.39 .98 308.57 .05 2-20 18.00 3.000 18.000 .00 0 .0 102.468 .0020 .0020 .20 2.37 .92 2.30 .015 .00 .00 RECTANG I ! [ l [ I I I I [ I 1 I 22262.470 305.468 2.295 307.763 184.100 4.46 1.01 308.77 .05 2.20 18.00 3.000 18.000 .00 0 .0 -I- -k- I- -f- -t- -I- -I- -I- -I- -I- [- -I- -I- 1- 31.710 .0020 .0020 .06 2.34 .44 2.30 O15 .00 .00 RECTANG I I I I I l [ ( I 1 I ! I 12294.180 305.531 2.295 304.826 184.100 4.46 1.01 30$.84 .00 2.20 18.00 3.000 18.000 .00 0 .0 -1- -I- -!- -I- -I- -!- -!- -I- -[- -I- -I- -I- -E- I- 3UNCT STR .0020 .0017 .06 2.39 .94 .015 .06 .OD .RFCTANG k 1 I I E f 1 I I k i I l 12331.120 305.605 2.513 308.118 178.900 3.96 .80 308.92 .00 2.16 18.00 3.000 18.000 .00 0 .0 3UNCr STA .0021 .0015 .12 2.sl .80 ,015 .00 .00 4$CTANc3 12410.000 305.767 2.397 308-164 178.700 4.14 .87 309.04 .00 2.16 18.00 3.000 18.000 .00 0 .0 -I- -!- -I- -I- -i- -I- -I- -I- -I- -i- -(- -i- -I- [- 43.499 .0021 .0018 .15 2.40 .85 2.23 .01-5 .00 .00 1tECTANG 3.500 305.940 2.285 308.225 178-700 4.34 _96 309.19 .00 2.16 18.00 3.000 18.0.00 .00 0 D -I- -I- -I-1- 90-883 .0021 .0020 .18 2.29 .92 2.23 .025 .00 .00 RECTANG 12584.380 306.127 2.226 308.354 178.700 4.46 1.01 309.37 .00 2.16 18.00 3.000 18.000 .00 0 .0 -I- -I- -I- -I- -I- -I- `i- -I- -I- -I- -I- -I- `1- I- 5.618 .4021 8021 .01 2.23 .95 2.23 -015 .00 .00 RECTANG 12590.000 306.139 2.226 308.365 178.700 4.46 1.01 3(19.38 .00 2.16 18.00 3-DOO 18.000 Oq q D -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -k- -I- -I- C- 3UNCT STR .0021 .0018 .26 2.23 .95 .015 _00 ,00 RECTANG 12733.590 306.43S 2.383 3G8.818 172.800 4.03 .83 309.65 DO 2.21 1B.00 3.000 18.000 .00 0 .0 -I- [ -l- -l- -[- -I- -I- -I- -I- -I` I- -I- -I- I - TRANS STR .0024 .0017 .11 2.38 .83 .GLS .00 .00 RECTANG I I I I I I I ! I ! l I k 12800.000 306-594 2.269 308.863 112.800 4.23 .91 309.78 .00 2.11 18.00 3.000 18.000 .00 0 .0 -I- -I- -I- -I- -1- -1- -I- -I- -I- -f- + -(- -I- 1- 39.147 .0023 .0020 .08 2.27 .90 2.09 .015 .00 .00 RECTANG 12839.150 306.685 2.163 308.849 172.800 4.44 1.04 309.85 .00, 2.i1 18.00 3.000 18.000 .00 0 .0 -I- -I- -f- -!- -i- -I- -I- -I- -(- -I- -i- -i- -I- I- 12.673 .0023 .0022 .03 2.16 .96 2.09 .015 .OD ,00 RECTANG 12851.820 306.715 2.1:0 308.025 172.$00 4.55 1.06 309-88 .00 2.11 18.00 3.000 18.000 .00 0 .0 M")RAUI.-C SUMP 12851.820 306.715 2.1094 308.809 172.800 4.58 1.D7 309.88 .00 2.11 18.00 3.000 18l. 000 .00 0 -0 18.563 .0023 .0023 .04 2.09 1.01 2.09 .015 .00 .00 R£CTAfTG 12876.3801 306.7581 2_0941 308.8521 37;4.8001 4.58 1.071 309_92 I .00 I 2_11 119.00 1 3.000 118-0001 ,00 ( 0 .0 -I- -I- -I- -I- -!- -l- -I- -E- -I- -I- -I- -I- -I- 1- 34.092 .0023 .0024 .08 2-09 1-01 2.09 _015 .00 00 RECTANG _: tFs�E4a�t�cst��.-au2icstceseGwiF-�ax.oa: W S W - 1li=:.D,_S=_N V3rs::n 14 . L3 ?_..na S ?_^.S=am Package Serial Numaber: 1411 - r _• ? F-Z,E - Data. 6-25-20C3 _ime: 3:_5:30 ::h -net ��_e,eC ?O - �_>i:Z3 - T--10 Channel Capacity Analyses JN 'JC-Fv:-401-09 ?nn.arz ime_ric! 100 Yr ser by »rmalogy 06-07-03 .:+Yf YrYYfYYYr wTYrrYYrr�+YY YT++rYYYi�YYwYtfff.+wYYrTT:TYY.....rYY:..... ffTFTr+Y :aver[ Dept, xater Q Vel Vsl energy I S_aer CriticaZ'Flow ^Pg height/ 3ase tic) Na f7 --.h 3,ation Elev (M} Elev (N3fS) (NISI Esad G S.Ei. Eley *3-amt1a With D a.- M or 1.7. ZL ars ?in -# 3? .?va sF SB 7p:h Frou3e"N Norn D-0 - wN" --X-3ai1 - Z.2 Type Ch xifiYe!'YY 4++ffY♦TT YrirrY r�+s+++ Y?ftirTfrt wftTT rlrY#ttYlYY1 2TT.[Y isT1 erTT#r r.. tY 1a rYlrtYT fYfrtT Y'Ff iirr T3'T Tf #TffTFr ;12904.480 306.938 2.043 308.881 172,800 4.70 1.13 310.01 .00 2.11 18.00 3.000 18.000 .00, 0 .0 -l- -I- - I - -I- -I- - I - -f- -I- -I- -I- -I- -I- -I- [- 45-524 .00-e3 CO27 12 2.04 1.Os 2.09 .025 .00 .03 RECTANG # I [ I I I f ! I 1 I 1 t 12950_000 30-6,544 1.548 308.892 172.800 4.93 1.24 31G.L3 .00 2.11 18,00 3.060 18.000 .30 0 Q 15.911 .0024 .0030 05 1195 1.13 2.09 .015 -00 .00 RECTANG 12965.910 306.981 1.915 308.896 172.800 5.01 1.28 310.18 .00 2.11 i8.O0 3.000 18.000 -00 0 .0 40,263 0024 .0033 .13 1.91 1.16 2.09 .015 .00 00 RECTANG I I I I I # ! I I I I I I 13006.170 307.076 1.82S 308.902 172.800 5.26 1.41 310.31 .00 2-11 18.00 3.000 18.000 QO 0 .0 37.329 .0024 .0039 -14 1.83 1-24 2.09 .01S 00 DO RECTANG I I [ I I # I 1 # E I I I 13043-500 307.164 1,740 308.905 172,800 5,52 I.55 310.46 .09 2.11 MOO 3.000 18.000 -00 0 .0 4.082 .0023 .0042 .02 1.83 1.33 2.09 .015 ,00 .00 RECTANG I C I I I I # I I [ I I l 13047.580 307,174 1.731 308.904 172,800 S.55 1.57 310.47 .09 2.11 18.00 3.000 18.000 .00 0 .0 34.659 .0023 .0045 .16 1.82 1-35 2.09 .015 .00 .00 RECiANG # I { I I l [ C ! I I # I 13082.240 307.255 1.650 308.905 172.800 5.82 1.72 310.63 .00 2.11 18.00 3.000 18.000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -l- -I- -I- - I - I- 4..951 ,0024 .4049 .02 1-65 1.45 2.09 .015 .00 .00 RECTANG I I # I I I # I I [ E I E 13087,190 307.267 1.639 308.905 172.800 S.86 1.75 310.65 .00 .2.11 18.00 3.00'0 18.000 .00 0 .0 E- 32.417 .0024 .0054 .16 1.64 1,46 2.09 -015 .00 .00 RECTANG I I [ I I I I # I # I I f 13119.610 307.343 1.562 308.905 172.800 6.14 1.92 310.83 Ii 2.11 18-00 3.000 18.000 .00 0 .0 16.809 .0023 .0360 .10 1.68 1.57 2.10 Q15 .00 .00 RECTANG 6,420 307.382 1.522 308-904 172.800 6.31 2,03 310-93 .00 2.11 18.00 3,000 18-000 .00 0 .0 -(- -I- -I- -I- -[- -I- -I- -I- -1- -I- -I- -I- -I- I- JEI'ICT STR .0068 -0065 .03 1.52 1.63 .015 .00 00 RECTANG 13241.000 307,413 1,486 308.899 1.70.700 6.38 2.08 310.98 .00 2.09 18.00 3.000 18.000 .00 0 0 116.510 .0068 .00655 .76 1.49 1.67 1.47 .015 00 .00 RECTANG ! I l # I I I I I I [ 1 E 13257.510 308.207 1.508 309.715 170.700 6.29 2.02 311.73 .12 2.G9 18.'U0 3.000 18.000 .00 0 .0 99,633 .0068 .0060 .50 1.63 1 64 1.47 ,015 ,04 .00 RECTANG 13357.140 308.885 1.557 310.442 170.700 6.09 1.89 312.33 ,00 2.09 18.00 3.000 18.ODD 00 0 .0 4.220 .6069 .9057 .02 1.56 1-56 1.47 .015 00 00 RECTANG 1 I I I I I I I I # I I f 13361.360 308.914 1.560 310,474 170.700 6.08 1.88 312.36 .22 2.09 18.00 3.000 18.000 .00 0 .Q -!- -I- -I- -I- -I- -i- -i- -I- -I- -I- -I- -#- -[- 1- 53.117 .0068 .0954 .29 1.78 1.55 1.47 .OIS .00 .00 RECTANG l I I I I I I ( I 1 C I [ 13414.480 309.276 1. 6119 310_895 170.700 5.86 1.75 312.64 .00 2.09 18.00 3.000 18.000 .00 0 .0 33.202 .0068 .Q048 .16 1.62 1.47 1.47 .015 I .001 .00 IR-*'CTRN6 13447.680) 309.5021 1.684;1 311-.1861 170.7001 5,63 1.621 312-80 1 -10 # 2.09 1 18.00 ! 3.000 18.000 .00 0 .0 -I- -I- -[- -I- -1- -I- -!- -I- -#- -I- -I- -1- -I- 1- 9.746 .0068 .0044 .04 1.78 1.39 1.47 .015 -00 _00 RECTANG I E I I ( I I I ! I I I I 13457,470 309.569 1.711 311.280 170,700 5.54 1.57 312.85 _09 2.09 18.00 3.000 18.000 .00 01 .0 20.725 .0068 .0040 .00 1.80 1.35 1.47 .G15 .00 .00 RECTANG I E I # I I I I I I I f E 13478.200 309.710 1.795 311.504 170.700 5.28 1.42 312..93 .08 2.09 18.00 3.000 18.000 .00 0 .0 12.348 .0068 -0034 .04 1.88 1.26 1.47 .015 .00 .00 RECTAhG Y:kF60k401�Calcsl3yd-au1ics�ws'DGWX1-10x. OUT w S ? 2 w - CiVT-uD£5a38 7.e_31c:1 :4,03 32_-}a_ Nuier 1411 b:ATMIR SURFACE ?3C?=.h+_hu Date: 6-29-20CS -'_me: 3:15:50 1-10 Chaamel = oacity Analysis aw oC-?60-402-00 ?3nzana 'metric) IGO _r per yar-ology 06-07-03 +«<+.=a+.+«+<++.ea ++++ : .t«a+e:.==.<>a.+s++>.++_<>-++>ra=++=:++<>..v+r+ » «««=tta-=rr:,er.:::s>:+=«.+..r�r«<><:+a+r<.> « <♦ invewt Depthsk :Fater Val vel 1{ Sn__ Suaer Crit!ea1 'r low Toni-Height/Base f�.- [No Wth Station ?lev E+41 { Elev +�< (H3/"S) (KIS) Head f 3_a .I Eiev f Death Width Dia- Mlor 1.D` ZL I?rs/?ia L/Elem ChSlane -1 Sr Av_ i?� 55 Dach Fronde N worn Dn "N" X-Fals 21t' Tyne C1 rtr=r«s- r.......s....+.>< r+.r+>I+«s*<a +t -t«««+: +rr s+r •=<+>ef «r+err.+ •+«art :«a:+< a.«+= «a,x x+<+ 13490-550 309.794, 1.852 3_1.676 170-700 5.04 1.29 312.97 -08 2.09 18.00 3-000 28.000 .00 0 .0 -f- -t- -I- -t- -I- -t- -I- -1- -!- -I- -I- -I- -t- 1- 6.680 .0068 0024 -02 1.96 1.17 1.47 GIS .00 00 R2CTANv- € 13497.230 309.839 1.974 311.813 170.700 4,80 1.18 312.99 '00 2.09 18.00 3.000 13.000 .00 0 D ,9411 -0065 .0027) .00 I 1.57) 1.09-1 1.50 1 .015 I .001- _00 RECTANG 13458.170t ( I I I I I I ! E ! I I 13498.170 309.445 1.995 311.840 170.70.0 4.75 1.15 312.99 .00 2.09 18.00 3.000 18.000 .0O 0 .0 1.832 ODES .0025 .00 1-99 1-07 1.50 .015 .60 .00 RECTANG I I I I t I I I 1 I I I ! 13500.000 309_957 2.D93 311.950 170.700 4.S3 1.05 313.00 .00 2.09 18-00 3,000 1.8-000 :00 0 o TRANS STR .00152.09 1,00 .015 .00 .00 RECTANG f E 13511-360 309.874 1.8,05 3I1_679 170-700 5.25 1.41 313,09 .00 2.09 18.00 3.500 18.000 .00 0 .0 -[- -I- -t- -t- -I- -i- -1- -t- -t- -i- -I- -l- -I- f- MUDGE EXIT I I i I I I I 1 i I i 1 1 23511.160 309.874 2.144 312.018 170.700 4.59 1,07 313.09 .00 2.1.4 18.00 3.500 18.000 .00 2 .3 JUNCT STR .0066 .0022 .07 2.14 1.a2 .015 0.0 -00 Box -------------------- -- WAILFING - Junction Analysis - Change in Channel Type --------------- l i l I l I f I ( ! I l 13542.500 310-080 2.566. 312.646 146.700 3.29 ,Ss 313.20 .00 1.94 18.00 3.500 18.000 .00 2 .3 13.128 .aO66 .0017 a2 2.57 .67 1.55 .015 .00 -00 BOX 13555.62a .310.£67 2.447 322.613 146.700 3.45 .61 113.22 .00 1.94 18.00 3.500 18.OaO .00 -2 .3 (- 4.824 .0066 .0019 .01 2.45 .72 1.55 ,015 .00 -aO BOX t ( I 1 I t f I ! I I ( I '3560.450 310-199 2.401 312.600. 146,700 3.52 -63 313.23 _00 1.94 18.00 3,500 18.000 .00 2 .3 -t- -i- -(- -1- -1- -I- -f- -I- -i- -I- -I- -I- -I- I- RAULIC JUM? I I I E I 1 I I l 1 I I E 50:45Q 310.199 1.537 311.736 146.700 5 -SO 1.54 313.28 .00 1.94 18.00 3.500 18.000 .00 2 .3 -t- -{- -I- -I- -i- -I- -t- -t- -I- -I- -1- -I- -I- 2- 13-163 .006,6 .0068 .09 1.54 1.44 1.55 .015 :00 .a0 BOX I I 1 1 I ( I I I I I I f 1357:1- 630 310-286 1.537 311,823 146.700 5.50 1.54 313.36 .00 1.94 18.00 3.500 18.000 .00 2 .3 BRIDGE ENTRANCE 1 t f 1 t I I I I I 1 I I 13573.630 310.286 1.381 311.667 146.700 5,90 1.78 313,44 .00 1-.89 18.00 3.500 18.000 .00 0 .0 TRANS STR .0149 .0061 ,01 1.38 1.60 .015 ,00 .00 RECTANG 13575.180 310.309 1.388 311.697 146.700 5.87 1-76 313-45 1.04 1,89 18.00 3-000 18.000 .00 a .0 TRANS $TR'1- .0065 .40601- ,21-1- 2.43'1 1.59 -I 1 .OIs -1 .00) .00 RECTANG 13613609.600 310.531 1.396 311.927 146.700' 5.84 1.74 313.66 .00 1-89 18.00 2.500 18.000 ,00 0 -0 7.3841 .0064'1- -f- -}- -I- -I_ .00591 .P4 -I 1.40) 1.58-) 1,37 _I .OIs f- .001 .00 (RECTANG 13616.980 310-578 1.398 311.476 145.700 5.83 1.73 313.71 .20 1-89 18-00 2.500 18,600 .00 0 .0 (- 70.981 .0063 .0058 .41 1.60 1.57 1,37 .015 .00 -OO RECTANG f f I I I ! I f C C ( I t 13687.960 311,023 I,422 312.445 146,700 5.73 1.67 314,12 .00 1.89 18.00 2.500 18.000 .00 0 .O 32.6681- -0063_1- .0055E .18`1 1.42E 1.53 I 1.37 -) .015 -I .001 .00 RECTANG 13720.63013720.630 311-229 1.441 312.671 146,700 5.65 1.63 314.30 .00 1.89 18,00 2.500 18-000 .00 0 .0 -1- -l- -[- -I- -i- -I- -i- -I- -I- -t- -I- -I- -l- !- 65,337 ,0044 Coss ,38 1.44 1-50 1.54 ,015 .00 _00 RECTANG f: �F601401 \WcsjH_vd.-auUcsiwU?GWT !-2 OX, OUT iCX-:.SEi4 -3 ? - a 7G2c tc-- o---- -4.�3 =RaE 5 P..AT R SUR. NCE_ ?P,Q:L3 L_TsT_NG Daze: 5 -26 -2C -C33 Tim -3: ::15:50 2-10 Channel apac zv analysis .fit OC -_a0-401-00 7:)-.ana ,m=._i_1 !00 Yr per :--v _eloy-*y 06-07-03 era.>+.rr.+.r>+rs++rr>.+rrr.rr...•+..rarr.r:rar.>r..rxr+rrrr+rr+++r+++.trr.:+r.a,r>+rer>#:rxi#+.++:+:+r.rt.>:r:f r. rr+rr++ <re.+ar>s limez,t Depth viater { vel Vel 8asryy St d: Critical ?low Top ati7ht/ lase No Wth Statins isl'sv Slit slev ` 743; S} i l: Sl Head =3.31. _iau v=a k s4i3tia c?ia.- x or I.D. ZL Prs/?ip LlElam Ch Sion - - -!jt!tj- - Sr- kve FP 3-- wih 8rande N storm Dp `N° -%-Fall ZR Type Ch > /Eltaxi ♦a>+r.err r+a•♦err rr rxxrr.ls.r++++rr :+..r.+irrrrrxx xr+rarar rr:r:.r +#+strr arr •-r <rr >.+>++* rrrr+: rar*+ rr+r r.x. x.3785.970 311.515 1.376 312-89.1 146-700 5.93 1.79 314.68 .11 1.89 18.00 2.500 18.000 .00 0 _0 18-6943 Oaa43-1 -t -(- I _I 00641 .12_1- 1.481 1__61-i 1.54 -I -_O15 _p 001 00 IRECrANG 33804.660 311.596 1.352 312.948 146.700 6.03 1,85 314,80 .00 1.81 18.00 2.500 18.000 .00 0 .0 ,JtWCT STR 0044 .0075 .50 1.35 1.66 _015 .00 .00 RECTANG 13870.630 311.885 1.250 313.135 146.600 5,51 2.16 315.30 .00 1.89 18.00 2.500 18_000 .00 0 .0 -1-t- 96.?09 008$ 0084 .81 1.25 1.85 1.25 .015 .00 -00 RECTANG f I I f t f ( I I I l I I .13967.340 312-706 1-253 313.959 146.600 6.50 2.15 316,11 _ZS 1-89 18.00 2.500 18.000 .00 0 .0 40.242 .0085 0083 .39 1.51 1.85 1.25 .015 QO 04 RECTANG' t t I f i i I t I I 1 I I L4007.580 313.048 1.256 314-304 146.600 6.49 2-14 316,45 00 1.89 18.00 2-500 18_000 _00 0 .0 JUNCT STR _0085 .0053 1.92 1.51 1.85 .015 00 .00 RECTANG I t ( I I t t f f I 1 { I 14369.190 316.117 1.726 317.843 227.800 4.11 -86 318.71 .00 1.73 18.00 2.500 18.000 .0'0 0 .0 -{- -(- -I- -I- -I- -t- -t- -I- -(- -I- -I- -I- -t- i- JUNCT STR .0046 1.73 1.00 O1S .00 .00 RECTANG I t I I I t l I I t I I ! 14771.730 317-98S .489 318,474 41,700 4.74 1.15 319.62 _00 .82 18.00 2.500 18.000 -00 0 .0 TRANS STR .0060 _0084 -42 .49 2.17 .015 .OD- .00 RECT;LVG I I ! t I I I I 1 I I I I 14821.730 318-285 1-210 319_495 41.700 - 3.45 61 320'.10 .00 1.21 10.00 2.500 10,000 OO 0 _0 JUNCT STR .0060 1.21 1.00 .0.15 .00 .00 RECTANG 15174.300 320'_410 .721 321.131 40.800 5.66 1.63 322.76 .00 1.19 10.00 2.500 10.000 .00 0 .0 L.530) .0137'1- .01331 .02 1 .721 2.13_1 71 I _015 -I- 00f 00 ITtECrANG I I I I I I I I I 1 I I ! '5.830 320.431 .721 321.iS2 40.800 5.66 1.63 322,78 _21 1.19 10.00 2.500 10.000 .00 0 .0 I - 92.5E96 .0134 .0131 1.21 _94 2.13 .72 _015 .00 -00 RBCTANG 1 I I I f 1 I I i 1 t I I 25268.430 321..675 ,731 322,406 40-800 5.58 1-59 323.99 .00 1.19 10.00 2.500 10.000 .00 0 .0 32.331 .0134 .0125 .40 .73 2,08 .72 ols 00 00 RECTANG f I I I ! I ! I I I I I t 15300.760 322.110 .740 322.850 40-800 5.51 1.55 324.40 .00 1.19 10.00 2.500 10.000 _00 0 .0 51.925 .0134 _0114 S9 .74 2-05 .72 .015 _00 .00 RECTANG f I I I f I I i I I E I 15352.6$0 322.807 •776 323.584 40- 800 5.26 1.41 324.99 -00 L.19 10.00 2.500 10.000 .00 0 .0 -!- `I- -I- -i- -►- -I- -I- -I- -I- -1- -I- -I- -i- 1- 24.965 ,0134 .0098 •25 .78 1.91 .72 .015 .00 .00 RSCTANG 15377-550 323.143 A14 323.957 40.800 5.03 1.28 325.24 .00 1.19 10.00 2.500 30.000 -OA 0 _0 I- is.39s .0134 .0085 .13 .81 1.77 .72 Ols .00 _00 RECTANG 15.393.040 323.3.50 .854 324.204 40.800 4.78 1.16 325.37 ,00 1-19 10.00 2.500 10.000 _00 0. .0 -I- -I- -1- -E- -l- -I- -I- -t- -I- -1- -I- -1- -1- I- la -420 _011.4 .0073 .08 .85 1.65 -72 .015 .00 _00 RECTANG t 154'03.460 323.490: .895 324.395 40,000 4-56 1.06 325.44 -00 1.19 10.00 2.500 10.000 .00 0 .0 7.32s1 o1r4-I- -I- I- -!- -I _0063] -05 .901 1.54-) .72 -I-.015 -1 .001 ..00 tasCTANG 15410.790 323.S88 .939 324.527 .40,800 4.34 .96 325.49 .00 1.19 10.00 2.500 10.000 .00 0 .0 5.180 ,0134 .0054 _03 94 1.43 .72 .015 .00 _00 RSCfANG 15415.970 323.658 .985 324.643 W .sOO 4.14 .87 325.52 Ao 1.19 10.00 2,500 10.000 .00 0 ,0 3.579 O0134.00,27 .02 .98 1-33 _72 _015 00 .00 RECTANG Y:j260t4021Cal cs\r7yd=auSics�WSPGWJ 1-IOX. OUT ?_dram �_cl-a3 Serial \;,^�_: 1411 - • a_-5.50 ?RC3:i� ..aSTit.'G D3L�. 6-26-2003 T=r'= I-10 Cxa_nae2 Capacity Analysis .724 tet r; 100 it per Wd_-ology OS -07-C3 t <ttx «++>et<♦•>a4rtrt•Ytr>r44l.rt+4++t-t>t�4rt+<.:!<r+4<t14 >•r r«4t+r<lt Rx.r< .<x<..a<t++xlr.!!t>l4x t<rxrx<r•lrt lY r<:x �*>t+ext rRr. 1,N. o ct'S Sxtusrt ir_a h SfdtQr 7 Vel v=_; Y e-_ Suffer 'CriciCakl?Tow Tod Height/ Base i7t ^rY U - S_acicn Elev W 31ev (Mls) (M/S) -..d Gr3.2k �_sv �e�u'x Aicith Dia.- M.or -s .II_ - Zv -F s/_i� -I-SF Ave 5'F SE-Dpzht: - 3s N Nora DQ tN" --%-?aIT Z2 .2y -a Ch /Llama �], �T•Tj$ 777 >! «rlxitt Vre4*r+Yt rR<'x•1414 t!f<rix! rf r;•!iY r44!*«4t• !!+rltt#<.♦<Y: lr:t;7•fYt>�.>«4rt4�1rlrttrrf*<i <t 4Rx xYx?#<4 !t*t#tx :5419.530. 323-706 1.033 324.739 40.800 3.95 -79 325.53 .00 1.19 10.00 2..500 10.0"0..0 00 0 0 2.319 _0134 .0040 .01 I-03 1.24 .72 .015 .00 .00 RECTANG i t t i f f i 1 1 I I I 15421.470 323-737 1.083 324.821 40.800 3.77 .72 325.54 .00 1.15 10.00 2.500 14_000 OO 1-0 Q -I- -(- -I- -t- -{- -I- -t- -t- -t- -l- -t- -t- -t- l.zes a13s. 3a�s .00 1.08 1.16 .72 I I E I I I l I ( 1 I ! 14.00 2.5¢0 10_ 15423,_150 323.755 1.135 324.891 40.800 3.59 .66 325.55 .00 1.19 000 o0 0 .0 1 t 408! 0134-I -I- -I- -I- -I- .00301- O0 -I 1.141 l.ae I .72 I .025 f 001- ,06 rRECTANG t P I I I ! ( 1 ;15423.560 323.760 1,.193 324.953 40.860 3.42 _60 325,55 .0.0 1.19 .10.00 2_SOO 10-000 .GQ 0 .a 1.19 1 6.1601- 0024 0027 .02 .00 1.24 O15 ,04 .00 RSCTANG I t I 0 I 1 t I I I l f I 15429-720 323.775 1.227 325.002 40.800 3.33 S6 32S.57 -09 1.19 la.04 2 500 10.000 QO Q -t- -t- -I- -I- -t- -I- -I- -t- -!- -!- -I- -I- -I- !- 32.448 .0025 .0025 _OB 1.32 .96 1.24 .025 .00 .00 =TANG 15462.170 323.855 1.240 325.095 40.800 3.29 -SS 325-65 _09 1.19 10.00 2.500 10.000 .00 0 •0 -!- -f- -t- -I- -I- -I- -t- -(- -I- -I- -1- -t- -t- 1- 4.531 •0025 Oa25 -01 1.33 .94 1.24 .015 00 OO RECTANG I f f I t I t I I 1 I I I 15466.760 323.866 1.240 325.306 40.800 3.29 .55 32S-66 .00 1.19 10,00 2.500 10.0.00 .00 a 0 -t- -E- -I- -I- -t- -I- -t- -I- -I -I- -I- -t- -I-!-. ,7UNCT STR .0025 1.24 .94 -01500 00 1RBCTANG 1l [ I t I { I I 1 I 1 15530.000 323.973 1.033 325.006 40.000 3.67 _76 325.77 .00 1.18 10.00 2.SO010,000 .00 0 .0 1.344 .0012 aa42 .01 1.03 1.22 1.03 _018 00 .00 R=ANG I I I t I I I i i 1 I 15511.34 E t 0 323.979 1.033 325.011 40.000 3.87 .76 325.78 .00 1.18 10.00 2.500 10.000 -00 0 _O 69.954 0042 .0039 .28 1.03 1.22 1.03 O1s .00t 00 RECTANG 1-300 324,269 1.069 325.338 40.000 3.74 .71 326.05 .00 1.18 10.00 2.500 10-000 a0 0 40 -I- -I- -t- -I- -I- -I- -t- -l- -1- `f --i- -I- -E- I- 19.696 _0042 .0035 .06 1.07 1.16 1-03 ,815 _00 .00 RECTANG ! I ! 1 I I t l I f I t t 15599.940 324-347 1.121 325.468 40.000 3.57 .65 326.12 .00 1-18 10.04 2.500 10-000 00 0 .0 3.6721 .0042 .0030 .DI 1.12 1.08 1.03 _015 .00 ,QO RECTANG I t I I I l I 1 t t l I I 25603.676 324.362 1.177 325.539 40.000 3.40 _59326.13 .19 1.18 lo.Qo 2.500 10.000 .00 0 0 -I- -I- -I- -I- -I- -i- -t- -i- -1- -I- -t- -I- -I- (- a0 as i SONCT STR .0041 .0028 05 1.37 1.00 als RECTANG 1 t I I I 1 I I i I I I i5621.560 324.436 1.145 325-581 38.400 3.35 .57 326.15 .09 1-1S 10.00 2.500 -10.000 OO 0 .0 -1- -I- -I- -I- -I- -I- -t- -I- -i- -I- -I- -I--i- 1- 3.286 .0QI4 .0026 Ol 1.24 1.00 1.44 .015 .00 00 RECTANG . I l I t I ! t t I 1 1 1 I .15624.750 324.440 1.201 325.642 38-_400 3.20 .52 326.16 .09 1.15 10.00 2_SOO 10.000 QO 0 tr -i -t- -I- -I- -I- -I- -i- -I- -I- -I -1- -I-0 t 13.301 .001.4 .0022 .93 1.29 .93 1.44 .015 oas RECTA1Vc I I t I 15638.050 324.459 1.260 325.719 38.400 3.05 .47 326_19 .OB 1.15 10.00 2.500 la.ao-a I- la6 .001.4 -0021 .00 1.34 .87 1.44 .015 .00 00 RECTANG ! 1 ( I I I I Il 1 I I t 1563a.150 324.459 1.260 325.729 38.400 3.05 .47 326.19 ,00 1.15 10.04 2.500 10.000 00 O 0 -I- 1- -I- -t- -I- -I- -I- -}- -t- -I- -I -I- -t- -I- 0019 .07 1.26 .87 1.43 .015 .00 RECTANG 35.904 .0a 1 .0024 I I I I I I I ( t ! I 1 15674..060 324.510 1.322 325-832 38.400 2.91 .43 326.26 .00 1.25 10.00 2.500 10.000 .00 O 0 -E- -I- -I- -t- -i- -I- -I- -I- -t- -l- -I- -!- -i- I- 1DO.t46 .0014 0017 .17 1.32 .81 1.43 .015 .00 .00 RECTANG I 1 t I 1 ( I [ I I I I I 15774.200 324.652 1.386 326.038 38.400 2.77 .39 326.43 .00 L15 10.00 2.So0 10.000 _00 0 .0 10.232 0414 .00151 .02 I 1.391 .75 I 1.43 _1 .015 .00 _00 (RECTANG . X: �F60k401{Cal cslffYdra liC5tWS-°Wt1-IOX-CWT 1,•I - :- 'v.v=a lC:i �EZS.Op 4. 3::Sc_,"+ I-10 chanma'_ Capacity AnaSysis 3?J QC -FSO -4G2- Q FO-,jtd_-!d -met_i.ci 100 yr pe�- hydrology C6 -L7-03 +sr<>=#===<r+#r!<><rrz<<sr..<+f+:+f+ =<a<,.<fY+=+et=><a=rr1Rx<#=Y+rf xxr r-r=rY>z>=R1r11R « r:<Re<r•+r+>eY=Ylr+r>+< .<x s>xir Invert Depth Water Q Jet Gsl yiey Super Cr_ti:aS ?Sow Top s?e gY,t��3ase nc Na Rth {? j Sieg ;143153 ilsj5} dead Grc1.31--vDepth k23th 431,6,- M�p: Z.D. =lev ZI ?rs%Pip Station -- � B1_ Si _ _ _ _ _ - - - 1y�1_m Ch SSoge - - - - - - SE Doth gouda N Norma Dp ="N" X -?all ZR Type Ch +> r+fre lrf < ♦sszl= res#k f<Y<rtx>= «>#c< irr#RR. <YirY, >x,>R#�Y # aer= rltrY4R _5784.940 324.666 1.390 326.056 38.4DD 2.7511 _39 32b_44 .03 1.13 10,00 2.Soa 10.000 aQ 0 .0 06151 .21`E 1.42E 75-1 1_43 'i .015 `1 .001 QO IRSCTANG 72.943 .0014 .5857.380 324_769 1.406 326.175 33.400 2-73 _38 32116.56 -00 1.25 10.00 2.500 10.000 .00 a Q .00141 .27 1 1.41 1 .74 'E -1 .015 1 .001 .00 IRECTlLNG ,.UnvcT sTR .0014 1605o.I701 325.0411 1.4291 326.4701 37.7001 2.64 .351 326.82 ( -00 1 1.13 1 10.00 1 2.500E 10.0001 .00 1 a .a .66151 a3 1 1.431 .70-) 1.08 '1 .011.5 1 001 oo IREC'TANG 17.3641 .0033 I 1 16067.530 32S.097 1.363 326.460 37.700 2-77 .391 326.85 1 OG E 1,.13 1 16.60 1 a.saD 1 10.000 0 E 00 0 .76 1.oB .015 00 016 RECTANG 3.431 .0033'1 .0016 .OS 1-36 . _ i I l I I 1 I E I f I i 1.13 10_00 2.500 10 I 0 .0 E6071.380 325.110 1.348 326.458 37.700 2.80 .40 336.86 .03 .900 Q0 -i- CRANG I- -I- -k- -1- i- -!- -E- -I- -E- -I- -l- -1- 1- 14.379 .0033 .0918 03 1.37 .77 1.07 .015 .60 .00 RH -- 1608S-76o) 325.1581 1.2851 326.4431 37_7001 2-93 .441 326.88 1 .03 1 1.13 1 10.00 1 2.500 1 10.0001 .00 1 a .o 7.178 .0033 .00201 .01 1 1.311- .83-1 1.07 -1 .OL -5 -1 ,001 oo IRECTANG _ 16092.9301 325.1821 1.251.1 326-4331 37.7001 3.61 .461 326,90 1 _00 1 1.13 E 10.00 1 2.500 1 10-0001 .916E a .0 9.5041 ,0033 ! I 1 -00221 .02 1 1.251 .86 1 1.07 i .015 ` .00 .IIP RSCTANG 16102,.520 32S.214 1.192 326.406 37.740 3.16 .51 326,92 -00 1.13 10.Oa 2.SOO 10-000 .00 0 .0 HYDRAULIC JUMP 16102.5201 3.25.214E 1.0661 326.2801 37.7001 3.S4 -641 326.92 1 .00 1 1.13 1 10.00 1 2.500 1 10.0001 00 D 0 1- !35.696 .0033 _0433 .79 1.07 1.09 1.07 015 00 00 AECTANG I I 8.410 326.002 - 1-066 327.068 37.700 3.54 .64 327.71 .00 1.13 10.00 2.500 10.000 .00 I-0 .0 -1- I- -I- -I- -{- 39.5'78 .0033 .0033 .13 1.07 1.09 1.07 .015 .00 .off RBCT 16377.990 326.134 1.066 327.200 37.700 3.54 .64 327.84 .04 1-13 10.00 2.500 10.00a1 -00 E a .0 34.3541- OQ34-1 -I- -I- -I- _I 00331 .12-1 1.111 1.09'1 1.07 -i .015 -1 001 .00 IRECTANG i 16412.3501 326.249) 1.0781 327.3271 37.700 3.50 .621 327.95 1 .04 1 1.13 1 10-00 1 2.500 1 10.000,1 00 1 0 .0 21.8911 .0034 ` -I- -I- -I- -E- ,0030E 04-1 1.12) 1,08'E 1.07 -1-.015 1 .001 .00 IRSCTANG 16424.2401 326.2891 1.1321 327.4211 37.7001 3.33 .571 327.99 1 .04 1 1.13 1 10-00 1 2.500 1 10.0001- .Go 1-0 .0 4.3381 .0027'1- _0027 .01 1.17 1.00 1.14 .0'5.5 .OD .OD RSCTAf'±G I 1 I I I i I I 1 i I E 1 16428.570 326.301 1.143 327.444 37.700 3-34 .55 328.00 .04 1.13 -10.00 2.500 10-000 .00 0 _0 18.3071 .6027 ,00271 .as 1 1.18) .98 1 1.14 I .ois 1 .00RECTANG 1 .00 I 1 ( I 1 I 120.oa 1 Z.SOo 1 1 D a 16446.8801 326.3501 1-1431 327,493 37.700 3.30 -55 328.05 _00 1,.13 -I-10.0a000 -I- I- 1.14 .96 .615 CA DD I I i I I I xECTaNG JUNCT STR 0062 t 1 I I i I I 1,6451.8@0 326.381 .781 327.162 35.030 4.48 1.02 328.19 O0 1.08 1p.00 2.500 16_000 OQ 0 Q -I- I- i- I- -1- -►- -I- -i- -{- -i- -I- -I- -(- 1- 227.586- .0076 .0076 1.74 _78 1.62 _?S .015 -160 _QO RSCTANG 16679.4701 328,1171 .7811 328.8981 35.0301 4.48 1.021 329.92 1 .00 1 1.08 110.00 12,500E 10-0001 .00801 .84 .781 1.62-E- 76 -1 .015 t -001 oo IRECTANG 105.8711 .0076 1 1 1 I 16785-340 328.925 .761 329-586 35.030 4.60 1.081 330.77 1 .04 1 1-08 110.00 E 2.500 10.000 .00 0 -0 -1- -!- -i- -!- -I- -I- -I- -i- -1- -k- -1- -1- -I- 1- 47-402 .0076 .0088 -42 .80 1.68 _78 .015 -DO 00 RECTANG Y:\F60,401\C'3lcsiHYcir&aics�WSPcwtl-1 Ox -CVT =-LU, Wan W S ? ri ?Logram,=dck-==e serial 14 --,Mbar: 1411 'r,ATi2 SUR AC -m ?ROS;L3 L=ST--NG ;a:,ec 6-26-2003 Tin_: =:15:53 I-10--hart!a2 Ca:aeicy Analysis ZW O. -?60-402-=0 ^x_3tia lms=ric1 100 Y-- per hydrology 06-07-03 .rarta.r+.t...+.a.... rrr.rrr r...... r.rrr.. rra+r r.rr a. rr+x......xrxr.. ......oris.:...r ...... irrvart penth Eater 0 Vs2 VeI Energy Snoer C i=ical clow Top ,e<5ht/ 3ase Wt No Ath Station ETav {3$) Elev {Y3;Si' {MJSi Head G�d.EI, zlev ;°nth Sii^th Dia.- h. or 1-�. ZL ?-s/p-p i/Siem Ch SXoaa - - - - - - - -I Si Ave iLr SS ;pth -r 3 I6{{{No. - - xxu - X-SB11 2R Tyee £lt err+rata:, xa r....as . r.rr xrr.r:<:. •r.+.... .#arrr+lrr-rxxsr rx. ias:s: ♦x.a:+.Gx:.ranrrr�ssrsarar rrirr:rr::+rrre ryas+ se++rrx 16832.740 329.285 r _733 330.018 r 35,030 4.78 1.17 331.18 _00 I 1.08 10.00 2,500 lo,o4o -Do 0 .0 TP-ANSS L4# 0078 -1 -#- -I- I- -(- .01151 .53 .'73 73_I 1.78 _I -I-.015 _I 001 .DO IRSCTAM 16878.63G 3.29.644 .643 330.293 35.030 5.39 1.48 331_78 .00 1.08 10.00 2.500 10,000 -00 0 _0 3RiDG$ EXIT # r I I I I I I I I I I I 16878.630 329,644 .661 330.305 35,030 5.38 1-47 331.78 .00 1.G9 10.00 2.500 10.000 -00 1 _2 -I- -I- -(- -I- -I- -t- -i- -1- -I- -I- -{- -(- -I- I- 8,-322• 0176 -0153 _13 .;6 2.13 .63 .015 00 Q0 Bco I I 1 I f I I I I I I I r 16886.950 329.791 -567 330.4.S7 35.030 5.33 1.45 331,91 .00 1-09 10.00 2.50:0 10.000 .00 1 _2 -I- 'I- -I- -I- -I- -1' -I- -I- -I- -I- -I- -1` -17- 28,441 .0116 .0141 .40 _67 2.10 .63 .015 .00 .00 BCX I I I I # I I # 1 t ( I ( 16915.390, 330.291 .699 330.990 35.030 5.0.9 1.32 332_31 D.0 1.09 10.00 2.500 10.000 .00 1 .2 i5.895 .0176 .0122 .19 .70 1.96 63 .015 00 .00 SOX I ( I I I I I t I I 1 I I 16931.290 330,5171 ,733 331.304 35.030 4.85 1.20 332.50 .00 1.09 10.00 2.500 10.00,0 .00 1 _2 BRIDGEENY'RAHCE I- I 16931.290 330.571 .709 331.280 35.030 4.94 1-25 332.53 .00 1.08 10.00 2.500 10.000 .00 0. -0 TRANS STRI .0162 ,01041 .O1-# .71-1 1188 -I- -1-.015 t 00) 00 IRECTANG I I I r 1 # I I I I I # # 16513],130 330.585 .710 331-295 35.030 4.93 1.24 332.54 26.67 1.08 10-00 2.500 10.000 .00 0 .0 JUNCT STR .0180 .0.136 ,01 27.38 1.8T . 015 00 00 RECTANG I t I E l I I I I I i I I 16932.960 330.600 _527 331,127 27.820 5.28 1.42 332.55 .46 .92 10.00 2,500 10.000 .00 0 .0 NS STP- .0044 '.0106 .34 _99 2.32 _015 _00 .00 RECTANG I 1 I r I I I r i t i i r 5.110 330.742 1.367 332,109 27.820 4.07 .84 332.95 .00 1,47 5.00 2.500 5.000 .00 0 _0 -I- -f- -l- -1- -t- -{- -I- -#- -E- -I- -I- -r- -I- E-. 51-797 0044 .0044 .23 1.37 1.11 1.37 .015 ,00 .00 RECTANG I I I t 1 r I E I I I I i 17017,210 330.970 1.367 332.337 27,820 4.07 .84 333.18 ,00 1.47 5.00 2.500 5.000 .00 0 .0 -!- -E- -I- -I- -r- -I- -I- -#- -I- -I- -i- -I- -I- 1- 48_957 _004'4 .3044 .22 1-37 1.11 1.37 .015 .00 .00 RECTANG 17066.160 331-185 1.347 332.552 27.820 4.07 .84 333.40 .01 1.47 5.00 2,500 5,000 .00 0 .0 24.599 .0044 .0Q44 _11 1.38 1.11 1.37 _015 ,00 .00 RECTANG 17090.720 331.293 1.368 332.661 27.826 4,07 _84 333.50 .00 1 47 5.00 2.500 5.D00 DO 0 .0 92,563- .0044 .0044 _41 1.37 1.11 1.37 .015 .00 .00 RECTANG 17183.280 331.639 1-368 333-067 27.820 4.07 .84 333.9'1 .00 1.47 5.00 2.50G' 5.000 .00 0 _0 -1- -#- -r- !- 49.895 0044 .0044 .22 1,37 1.11 1.37 .015 00 .00 RE=ANG # I I I I I I ( I I I I I 17233.280 331.928 1-374 333.292 27.820 4,05 -84 334.11 .03 1.47 5.00 2.500 5.000 -00 0 .0 1- 26.787 ,0044 .0 .042 .11 1.40 1.10 1.37 .015 .00 .00 RECTAN6 17259.960 33-2.036 1.358 333.433 27.820 3.98 .81 334.24 .03 1.47 5-00 2.500 5.000 _00 0 .0 9.826 .0044 .0039 Q4 1.42 1.08 1.37 _015 OD _00 R-ECTANG 17269,790 332.079 1.467 333,546 27.820 3.79 .73 334.28 .00 1-47 5.00 2.500 5.000 .00 0 .0 -!- -I- -I- -1- -r- -f- -#- -i- -I- -I- -I- -1- -(- I- JUNCT STR ,0044 1.49 1.00 .015 vo GO RECTANG f I I I I I l ( 1 I 1 I 1 17335.710 332,368 1.214 333.582 20.950 3.45 .61 334.19 .00 1.21 5.00 2.500 5.000 GO 0 D allilCT STR .0024 -0021 _85 1.21 1.00 .015 .OD Do RECTANG .: tF60k 401�Caics\%yd--avli cs �WSPGWl1-I OX. OUT P_cG_a:l ?a=race�Serial >iumbe=: 14-71 WATZ11 SURLACIF* SRO :,ISTD!: rate: a-25-2ZO3 Ti -me: 3:15:5G 1-10 Chammal Cam -city Arz:ysis GC -?30-441-00 F=nzana 100 yr oer hydreloBy "'6-:7-93 I� .trr• rt.••xxx rx+rrrxxx:x.srrrt xxrra•trr+exx:sr..ear.:rxsxrt�...x....s,�stt.x.xxx+rr.+ter. rrtr.e.a+xr+.•+x++. •.+#.:xae«r . rr+x x i _vert Deotix Cri ti ilio dth Water � lel Jel 3n= -4'r Szt7sr cica2'2_ow Top weight/ 3ase Wt Station ales (M) 31ev ;M3/S) ;M/S) -read .,r~-^aZ_ 31ev tipth Stizath Dia.- M or I.B. ZL 3rsf?i- Li3lem Ch Slope Sp 44= - E:_ SE Doth ? Dose K NoraL Dp - -K* - -X-Fall2R, 'Ilse Ch ..ttrtr•r rt-rt.r:t rrrx:rr rlrtrerre +trr••sr• r.r•x.ti •..•t+. rt+sttrr •r...trrt:r.xx•�r•,xex.x♦ rts...: te#tst♦ .<.. r+rr:xr' 17738-080 331.337 1.716 33S.053 15,350 1.79 .16 335.22 .00 Il .9S 5.00 2.500 5-000 .00 0 _0 u-LIvCF Slit 0025 ,9013 .40 1.72 .44 _025 00 RO REC1A?*:C: IBO45.080 334-106 1.18a 335.294 14.890 2.51 .32 335.61 .00 .57 5.00 2.500 S.Qaa .00 0 4 48.461 .0025 .0020 -10 1.19 .73 1-08 GIs -00 .00 RECTANG 18093.540 314.228 1,133 335.360 14.690 2.63 .35 335.71 .00 .97 5.00 2.500 5-000 _00 0 .0 25-709 .00.25 .0022 _06 1-13 .79 1.08 .015 .00 -00 RECTANG I { ( ( ( I I I ( { ( 1 E L8119-250 334.292 1-113 335.405 14.890 2.68 .37 335.77 .00 -97 5.00 2.500 5.000 _00 0 .0 JUNCT m 0022 .0013 .02 1.11 .81 .015 .00 .00 RECTANG L8:133.650 334.324 1.400 335.724, 9.120 1.12 .06 335,79 .00 .63 5.79 1.067 5.791 QO 0 .0 TRANS STR .0345 OOos .00 1.40 .30 .015 .00 .00 RECTANG 18134,.490 334.353 1.344 335.697 91120 1.54 .I2 335.82 .00 '76 4-42 .610 4.420 _00 0 .0 3RIDGE EXIT ( ! ( ( ( ( I I I I ( ( I 18234.490 334-353 1.344 335.697 9.120 2.00 .20 335.90 .00 .77 4.42 1.070 4.420 .00 1 .2 115-533 .0055 .0035 .41 1.34 .63 .74 .015 .00 _00 BOX l I I 1 I ( I I k I I l 18250,020 334.994 1.113 336.107 9.120 2.00 .20 336.31 .00 .77 4-42 1.070 4-420 DO 1 .2 49.807 .0038 .0035 .18 .00 .63 •85 .015 .00 -00 BOX I I ( ! ! t I ! I I I ( I 18299,830 335.183 1.119 336.302 9.120 2.00 .20 336.51 .00 .77 4.42 1.070 4-420 .00 1 .2 13.023 .0050 -0035 .05 1.12 .63 .77 .015 .00 -00 BOX ( ! I ( ( I { ( I 1 I { I 2.850 335.248 1.099 336.347 9.120 2.00 .20 336.55 .00 .77 4.42 11070 4.420 .00 1 .2 HYDRAULIC JUMP I ! I ( I ( ( I I I I f { 18312,856 335.248 .512 335.760 9.120 4.18 .89 336.65 .03 _77 4.42 1.070 4.420 .00 1 .2 2.402 .0050 .0166 .04 -51 1-90 .77 .015 .00 .00 BOX 18315.260 335-260 .502 335.762 9.120 4.26 .92 336.69 .00 .77 4.42 1.070 4.420 .00 2 .2 5.162 .0050 ,0184 -09 -50 1.95 .77 .015 -00 .00 BOX ( ! I E ( I { 18320.420 33S.286 .478 335.764 9.120 4.47 1.02 336.78 _00 .77 4.42 1.070 4.420 .00 1 .2 3.6QS .021I 0196 .07 .48 2-10 .47 .015 .00 -00 BOX 1 { E ! I 18324-02.0 335.362 -480 335.342 9.120 r.45 1.01 336.65 -00 .77 4.42 1.070 4.420 .00 1 .2 23.916 .0211 .0182 .44 .48 2.03 .47 .015 -00 .00 BOX 18347.940 335-866 SQ3 336.369 9.120 4.24 .92 337.29 ..00 77 4.42 1,070 4.42a .00 1 .2 11.Z95 .0221 OISB ,18 .50 1.94 .47 .015 .00 .00 BOX 18359.230 336.IC4 .528 336.631 9.120 4.05 .83 337,47 .00 .77 4.42 1.070 4.42x. .00 1 .2 6,906 .0211 .0138 .10 .53 1-81 .47 .015 .00 .00 BQX I I I ( ( ( I ( I ( I { ( 18366.140 336.249 .554 336.803 9.120 3-86 .76 337.56 .00 .77 4.42 1.070 4.420 .00 1 .2 BRIDGE MnRANC3 L8366.140 336.249 .508 336.757 9.120 4.06 _84 337.60 .00 .76 4.42 .610 4.420 .00 0 .0 :BANS STR .0212 .0097 is •51 1.82 .015 .00 -00 RECTANG : OUT ?ZJg3a�l traCYd�= >>_ Ii::.x:7e� 11 VA : -A SIR:%kC 223-_'=. -ZS iN'G 3aZ_. 5-25-2103 rime_ 3:15.50 1-10 Channel -apa _�y ?_a -lysis 373 CC-B3G-401-00 ?onca.a 100 Yr per Sy¢rology v^£-37-03 ..rsr•ra ra r.ra•♦f•tx••♦xrrxtrrtrr�sraraxraaart•axrxt .»rttr:at :.xr•:•.+t<er++xi.,r raaaararars•a raa••.a ararrarar•x trrxfr xrra.r»• Invert. T3agch rater G Vel 451 r t e y Super Critical Flay ^oa L9ig1YL{'3ds: Wt fNo @.,a ScatiO;i Eleu - Apr} - - ai s ;.K3iSi 'M/S) Read ::3.E1. E1=_v i3spth ri3th Dia.- id)ar I.II. ZL _rs,E?ia t"'Slem Ch Slog_ SF Ave =F SE Do h _rrauie h' *rarer ^24" %-Pali ZR Tyne Ch ♦tiara:• tirrrftt�»arrrlr: strrrr••a ata»rarra r•r rfatr.r r:a a»rte+r•+ rxaaxrr rrtx<r r» a••:*. a• •re•a• •.ar.e sr ria �r•x rr x» 8381_380 336.572 .590 137.I62 3..120 r 3T46 .51 r 337.77 _00 _75 4.47 1:219 1 4.4-70 .00 t!! 0 -0 -t- -I- -I- -I- -I- -I- -I- -I- -t- -f- -I- -!- -1- I- TPANS STR 0222 .0051 .05 S9 1.44 .015 .00 .00 RECTANG 8392.050 336.798 .759 337.5557 4.120 2.43 .3.0 337,86 .00 .76 6.24 1.067 3.658 1.70 0 .0 -1- -1- -I- -1- -1- -i- -I- -I- -I- -I- -I- -I- -I- 1- 2.828 ..0020 .0027 .01 .76 1.00 .83 .015 .00 1.70 TRAP 18394.880 336;804 .788 337.592 9-120 2.32 .27 337.87 ,00 .76 6.34 1..067 3.658 1,70 0 ,O -I- -I- -f- -I- -1- -I- -(- -1- -I- -f- -t- -1- -t- f- 17.633 .0020 ,0023 .04 _79 .94 .83 .015 .00 1.70 TRAP I t f I f f I I 1 I t t t 8412.510 336.840 .818 337.658 9,120 2.21 .25 337.9-1 .00 .76 6.44 1.067 3-658 1,70 0 .0 1- 60-389 .0020 .0021 ,13 a2 .88 .83 .015 .00 1.70 TRAP I ! 1 ( I I t I ( 1 I 1 f 8472..900 336.962 .833 337-795 9,120 2.16 _24 338.03 .00 _76 6.49 1.067 3,658 1.70 0 .0 71- -1- -1- -1- -I- -I- -I- -1- -I- -I- -I- -f- -I- I- 11.703 .0020 .0020 a2 .83 .85 .83 .015 .00 1.70 TRAP I I 1 { I I 1 I I I I 1 1 18484.600 336.986 .833 337.819 9.120 2116 .24 338.06 ,03 .76 6.49 1.067 3.658 1.70 0 .0 2.383 .0050 .0022 .al as .85 .65 .015 .00 1.70 TRAP ! f I ! I f 1 f I 1 I I I 18486.990 336.998 .802 337,800 9.120 2.26 .26 338-06 .03 .76 6.39 1.061 3.658 1.70 0 .0 WMRAMIC JUMP -I- -1- -I- -I- -i- -1- -1- -I- -f- -f- -I- -(- f- 1 t I t I 1 1 I f f I 1 I .8486.990 336,998 702 337.700 9.120 2.68 _37 338.07 .04 .76 6.05 1.667 3.656 1.70 0 .0 1,5701 .0050 .00351 _0I I ,741 1.14 1 _65 -I .015 -1 .001 1.70 (TRAP 18488.560 337.006 _730 337.735 9.120 2.55 .33 338.07 .03 .76 6,14 1.067 3.658 1.70 0 .0 1- 1_014 ,0050 .0031 .00 .76 2.07 .65 .015 .00 1.70 TRAP $_ST0 337.01.1 .759 337.770 9,120 2.43 .30 338.07 .03 .76 6.24 1.067 3.658 1.70 0 .0 PLANS STR .0052 .0019 ,02 .79 1.00 ,015 .04 1-70 TRAP .8498-180 337-056 .925 337.481 3.120 1.62 .13 338.11 .01 _61 6.10 1.219 6.10'0 .00 0 .0 -I- -I- -I- -I- -f- -1- -I- -f- -!' -I- -I- -f- 7,.240 .0051 .0010 .01 .94 .54 .53 ,015 .00' .00 RECTANG .8505.4:201 337.0931 .8821 337.9751 9.120E 1.70 .15:1 338.12 I .01 1 .61 1 6.115 11.219 1 6.1001 .00 1 0 .0 s_6a21 3351-l- -1- -1- -I- -f- -1- -I- -I- -I- -1- -I- -I- I- 0012 ,01 .89 .58 .53 .015 .00 .00 RECTANG i I I I 1 1 I f l 1 I f I 18512.100 337.127 .841 337.968 9.120 1.78 .16 338.13 .01 ,61 6.10 1.219 6.100 .00 0 .0 6.107 ,0051 .0013 .01 as .62 .53 .015 .Go _00 RECTANG 1 1 I I I i i I I I i 1 1 18518.210 337.158 .802 337,960 9.120 1.81 ,18 338.i4 .01 .61 6.10 1.219 6.100 .00 a .0 .932 .0051 _001.5 .00 .82 .67 .53 _015 -DO DD RECTANG I I t I I ( I f I 1 I ! I 18519.140 337.163 .795 337.958' 9-220 1.9.8 .18 335.14 _01 .61 6,10 1.219 6.100 .00 0 .0 -1- -1- -1- -(- -i- -I- -1- -I- -1- -1- -i- -I- -I- I- TUNCT STR .0132 ,81 .67 .015 .00 .00 RECTANG I 1 1 t I t I I 1 I I l I 1852"0.500 337.181 .460 337.641 4.760 2.12 .23 337.87 -01 .46 4.88 1.219 4,877 .QO 0 .0 -I- -1- -I- -1- -f- -!- -I- -I- -1- -I- -I- -k- -I- 1- [L eT STR _0129 .47 1.00 .615 .00 .00 RECTANG r2522.360f 337,2051 .093E 337.2981 .8901 2.03 .211 337.51 1 OL 1 ,15 f 4.72 11.219 1 4.7241 .00 1 a .0 TRANS STR .0115 ,0170 .04 -11 2.12• .0.15 _00 .00 RECTANG I I I I l I I f f I I I I :8524.790 337.233 _151 337,384 .890 1.85 _17 337.56 .00 .20 3.19 .610 3.190 .00 0 .0 .219 .0116 .0109 .00 i5 1.52 .15 ,015 _00 ,00 RECTANG 1 t 1 i f I 1 f i f 1 1 I 18525.010 337.236 .151 337.386 _890 1.85 .17 337.56 .00 .20 3.19 610 3.190 .00 0 a 5.691 _0116 ,0101 .0's ,15 1,52 .15 .015 .DO .00 RECIANG 18530.700 337-301 .158 337.453 .890 1.77 .16 337.62 .00 _20 3.19 .610 3.190 .00 0 .0 -f- -!- -t- -I- -1- -►- -I- -I- -I- -I- -I- -t- -t- 1- 2.297 _G116 ,0086 .02 .16 1.42 .15 .015 .00 .00 RECTANG f I t I 1 I f ! 1 ! I l 1 ,:3.000 337.328 iaa"6 337.494 .890 1-68 .14 337.64 .00 .20 3.19 .olio 3.190 _00 0 _0 BRIDGE EXIT ::kF6014G1kCa3CskHy3zavlieskWSPGWtI-IOX.OUT - S - w pr ram' 3acka-e S_ -:al - - n'Tu:ebe_: 1411 S-2S-2CG3 m,w7o: 3:15:50 VIAT:_R Stt3?AC; =2D£IL3 LISTING rate: I-10 Chanel Capacity _ra< s:s 3r Oc-?60-401-00 Fontana cmecrici loo Tr per 4yd-olo3y Qss-07-03 .++++ .arF>.<y•.re+++.>tt•>;r->:+t+++>r+R+rr+et.et+tt:>x.trtr+.+#s•#xrrR+r#r+rttt+r>.Rt*�trxr:xrt+:+>+:•.ttr>+:r+.a•.�t>rr Qe2 vel zaergy S4L-er Critical F-1 Taal=eighc/13d Se idt +t•••+et �i0 "vith zM �t ]GDLI1 water Q aea3 G E1ev Depth Ni3th iia.- Mor F..D_ ZL PrslD=g S.atioaa w�=v fiM? ETev :CM3/Sl Im/s -3.E1_ -� - - SE Cpth. 7-rou. K morn �7e "*F" X -call ZR ?j�ne Ch L/31am :� Slope »,t>ttt .t>t++•<attrFt ,ttYtt sf+t ttr >}s{#rt+ > •fx>+>ie te•tr+t_Y>trai+t< ttf••+r•+ +t••r.tllt,<t#x tr><tt#ti atatrR x•r:>•Y 8533."-0 337.328 .191 337.519 .840 1.53 12 337.64 Oa .21 3,19 -610 3-150 .00 I- 1 .2 Gags .19 1.15 .19 015 .00, 00 9QK 43-199} .4065 .28 I ( I E 8576-200 I 337.608 ! .in E 337.799 E .890 1-53 .12E 337,92E .00 .21 3.15 .610E 3.1901 E -{- 0064 .19 1.15 .15 .013 Oac 00 BO% 5.3301- 006s .03 l I I { 18581.520 I 337,643 I .192 1 337.835 I .890 1-53 l .12 337.95 I E -01 .21 -I- 3.19 -I- .610 -f- 3.190 -1- .00 f-1 .2 -f- 3.885 -I- "064 -f- -t- -I- -I- -I- .0062 -I- .02 -E- .20 1.14" I .19 .015 l ! .00; I _DO BOX I f ._8585.4:00 { 337-668 ( .195 { 337.863 E .890 1.50 I .11 337.98 i .01 .21 3.19 610 3.190 1.21 .19 .015 '00 :00 BOX 1.096 .0064 .0056 _01 .21 I I I E i I 8586.500 I 33?.675 =1- I .206 -{- E 337.881 -i- l _890 -I- 1.42 -E- I .10 -}- 337.98 -I- I I .01 -I- .21 -I- 3-19 -I- .610 3.190 {- -I- .64 I E 2 -I- dRIDGB ENTRANCE 18586.50D 337.675 .252 337.927 .890 1.11 .45 337.99 .01 .20 3.19 :610 3.190 -00 0 -0 0015 .70 .015 .-00 R 'RAMS STR .0033 .01 .26 18590-160 337.k$:? 2.82 337.969 .890 .76 .03 338,00 .00 -I- .18 -f- 4.62 -I- 1.067 -f- 3.65S8S -1- 1.70 0 0 1- 0 . 0 -t- -I- -I- -!- -!- -E- -!- -f- -48 .43 .015 .00 1.70 TRAP 15.872 .0002 _Oona .01 .28 1 C 1 I !8606,030 337.690 .294 337.984 _890 .73 _03 338.01 I I .00 -I- .18 -E- 4.66 -E- 1.067 -!- 3.fi58 -I- 1.70 0 .0 -i- -E- -I- -1- -I- -I- -1- 00071 -I- 301 .45 43 _015 OO 1.70 TRAP 20.791t -0002 .O1 I 1 } E 18625.820 I 337,694 I .307 ! 338.001 I .890 .69 .02 338.03 E .00 .18 4.70 1-067- 3.6581 1-70 0 I- .0 4.SOA .0002 .0006 .00-I- .31 .42 .43 I .015 I .00 1 I1.70 '1.70 TRAP f I .1.320 t 337.695 I .305 I 338.004 1 .890 .69 1 .02 =l- 338.03 E I .00 -f- .18 -I 4.71 -f- I.o67 -f- 3'.658 -t- D (- A -I- 28.395 -1- .0002 -I- -I- -I- -E- .0006 -I- .02 .31 1 .42 .44 I _015 1 .00 I I 1 -?0 TRAP I I x8659.730 ! 337.700 I .321 l 334.023 1 .890 _66 I .02 338,05 -i- I .00 -1- .18 -!- 4.76 -f- 1.067 -I- 3.658 -1- 1.70 0 1- .0 -i- 3.18? -i- 0002 -!- -I- -f- -{- -I- .0005 .00 _32 .39 .44 I ,015 I .0 00 } f 1.7 TRAP E ! is 663.100 ! 337,702 E .324 ! 338.025 I .890 .65 I .02 334.05 -t t 1 .00 -I- _ZS -1- 4.76 -I- 2.06.7 -I- 3.658 -t- 1.70 A 1- Q -I- -I- -I- -I- -I- -I- -I- 0005 .39 .42 .015 .00 1. TQ TRAP 42.736 _0002 .02 .32 I I I I I I t 18705.840, I 337.710 I .338 { 338.048 } 890 .62 I .02 338.07 I .00 .18 4.81 1.067 3.658 -f- 1.70 0 1- 0 -i- -I- -I- -E- -E- -1- -i- -1- O1 -1- -I- -36 -E- 42 -E- .015 ,00 1.70 'PERF 26-932 .0002 .0004 .34 18732.770 337.716 .346 338-062 .894 fil 02 338.08 -{- OD -I- l8 -I^ 9-83' -I- 1.06? -I- 3.658 -i- 1.70 Q 1- 0 -I- 43.441 -I- _0002 -I- -I- -1- -I- -E- .0004 .02 .3S E 1 .35 .44 1 .01s E .4D 1 1-T.0 TRAP 1 18776.210} 337.724E .3571 338.0811 .8901 .58 .02E 338.10 .00 .18 4.87 1.457 3.65$E 1_70 4 I - a .33 -_015 .00E 1.70 TRANS STR .0030 .0011 .00 .36 I E I t I ETRAP ! 18774,210 E 337.713 ! .328 1 338.061 I .890 1.14 I .07 338.13 .00 .27 2.94 .300 1.829 1.70 0 .0 .70 .28 .015 .00 1-70 TRAP 5.045E .0031 .0020 .01 .33 1 1 E } 1 18784-260 t 337.749 .316 I t 33&.064 I .890 1.19 .07E 338.14 E .00 -I- -I- 27 -I- 2.90 .300 -}- 1.829E E 1.70 0 -0 -i -}- -I- -!- -I- -i- -I- .O1 .32 .75 .26 .als CO 1.70 1'RA'P 5.512E .0031 ,0023 I E 1 I E E 18789.770 1 337.766 .303 I 1 338.070 1 ..890 1.25 .08 1 338.15 } _00 .27 2.85 • 30,0 1.829 2.?4 4 .0 0426 OZ _3a .80 .28 .015 .00 1.70 TRAP 6.63s1 V031 1 } } E 18796.400 E 337.787 .292 { I 338.079 I .890 1.31 .09E 338.17 1 .00 -1- I .27 2.82 -I- 300 -E- -I- 1.829E -I- 1.70 0 I- Q -l- -f- - - 1- i- -I- -I- -E- .03 -E- .29 .85 .28 .015 QO 1.70 TRAP 11.20S .0031 .0029 ( 1 } I 1 18807.610f 337,8221 .2821 338.104E .890E 1.37 .10E -I- 338_20 i .00 -I- -I- 27 2.79 -I- .300 -I- 1.829E -E- -1- 1,70 0 I- .0 -I- -}- -I- -I- -I- -I- 0031 .62 .28 .90 .28 .015 .00 1.70 TRhF 262.3931 .0031 1 } E 1 _ i4.o00 338.4-15 .282 338-737 -890 1.37 .10 E 338.83 .00E .2.7 2.79 .300E 1.829E 1,70 0 .0 t:1F6014011calcsJHy3raulics\RSPGW�1-1 Ox -OUT I!�III��� I I I' I+ I I S ill+I I rI';'11 I II In11 f_I II 1:1, i 1111 II .l.+l:q1I ,a l ' I II II 'li'lllll'lll' IIC%III �II'p'I!�la�'f IIII I +1��1'll I I III+IIII.iII'I nfl I ��IiIII ill III��,'jl ! I I ill I�'1 rlll@ Il,ti 1 7 1 n II.I III Illlllli!I III IIII II IIII I it i I Illli� I III !, !IIII ! IIIL.I II IIII I I I�,. I I I I! I 1"li I I III I I�Ilil�l�.11� it II lil II II(1 I I I 'li II I �';�11 it 111'11 I li !I Ohl!!..I III II'Iail4 II �,', IIII I I . IIII " I III IIII '.,I I I IIII!1 I i IIi I �LI!II it VIII , ill III!!.%I (I�II�I: ARE -A. A3 #iritic-ir �rir 3r icirz E is# -k if ir-k*ir it sc ix iir i is it is is F :f �c*h #-ir ai it �c is c t icx c it aF is ir#ir#xicx*ic*iC 7ic ic F#iii 5c i+ir i�x#ic e RATIONAL METHOD HYDROLOGY COM�PUTLZR P:tOGRA.M PACXAGE ('Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1,983-96 Advanced Eng"4neerin+g Software (aes) ver. 6.1 Release Oate: 01/01/96 .License ID 1395 Analysis prepared by: Boyle Engiueering Corporation 1131 Priest Sixth Street, 285 Ontario, Cali.£orria .91762 DESCRIPTION OF STUDY * RATIONAL METHOD? TIME OF CONCENTRATION ESTIMATES AREA A3 * CITY OF FONTANA �t,t****.iede�4'-tr:k�ridik^��F�t#ir-k#,tic-k�t�t�k�fr.�tr�iric#tr,k,�r,titit3riv,FiF,Eir#�kitie�i$r•rrit�r#crit*�tt *,rir�ritkie�k*+��ieir:hitit FILE. NAME; A3 . DAT TIME/DATE OF STUDY: 10:29 9/20/2002 USER SPECIFIED, HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---*TIME--OF-CONCENTRATION MODEL* -- s USER-SPECIFIED STORM EVENT(YEAR) = 100.00 h_ SPECIFTED I1:INIMUM WIPE SIZE (INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS (DECIMAL) TO USE FOR FRICTION SLOPE _ .90 *USER-DEFINW LOGARITMtIIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DMIATIO14 CURVE (LOG (1;IN/F..R) vs. LOG (Tc;MIN) ) _ .6000 USER SPECIFIED .1 -HOUR. INTENSITY (INCH/HOUR) = 1.4000 *ANTECEDENT MOISTURE CONDITION (AMC III) ASSi7i�ffD FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW.AND STREETFLOW MODEL,* HALF- Ci OWN TO STREET-CROSSFALL..: CURB GLITTER -GEOMETRIES: MANNING WIDTH CR68SFALL IN- / OUT-fRARR- HEIGHT WIDTH LIP HIEE iAC. TOR. NO. (FT) (FT) SIDE / SIDE/ -WAY (FT) (FT) (FT) (FT) (n} 1 30.0 20.0 .028/ _018/ .020 .67 2.00 03125 .1670 .01500 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth,= .00 FEET as (Max'mur: Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth } *(velocity) Constraint = .0 (FT*FT/s) **ie#ie it it dc'#ie##ice##ir*ie.*ic �F##aE#�k.#:F xiF'a##z*sir it it �c :tic*ir �tx�F ir,tir*'A*#***#****ir 7t �t *ir xit irxic*s-�r ir* FLOW PROCESS FROM NODE 10.00 10 ?NODE 20.GO IS CODE = 2.1 »»>RATIONAL —METHOD INITIAL SUBAREA PNA?,YSIS««< ----------- -- >>USE finE-Ox-CONCxENTRATION NOMOGRA-PH FOR INfi.?'IAL SUaA_REA<< IN-trTLA ., SUPPR A. r1O_vT-I,ENGTH1 (r H.ET) = 773.00 . ELEVATION DATA: UPSTREAM(F-PET) = 115.1. 60 DOW-INSTR A 1(FxFfi) _ 1140-00 F.•tF60is011C harffydr.1ggylXariiie free 092202)W-doc Pare 1 of? Przrsted 9l31/20023:30PM Saved: 9flQ/%0021030AAd' Tc = K* [,(LENGTH** 3.00) / MEVA±16N CR-ANGA) j #* .2 . 0 SUBAREA l_0_ZYSTS GS` FD MTNIMuM Tc (MIN.) = 12.881 10Q..Y-_z,,R RA_INhaS,L iNTENSITY(IN-CH/�) = 3.524 Su-3AREA Tc AND LOSS RATE DATA(AmC ?I?) DEVELOPMENT TYPE/ SCS SOI - I. AFp LAND USE. GROUP (?.0 ES) (LqCH/HR) RESIDENTIAL "5-7 DWELLINGS/ACtRE" A 6-43 .8 0 SUBAREA' AVERAGE PERVIOUS LOSS. RATE, Fp (INCH/HR) _ SUBAREA AVERAGE, PERVIOUS AREA FRACTION, Ap = -50 SUBAREA, RUNOFF(CFS) = 18_09 TOTAL AREA(ACRES.) = 6-43 PEAK FLOW RAT:-; (CFS) AREU A3 Ap SCS Tc (DEC?-t'_%L) CN (MIN.) -50 52 12.88 .80 - 18.09 FLOW PROCESS FROM LODE 20.00 TO NODE 30.00 IS CODE = 3.1 »»>COMPUTE PIPE -FLOW TRAVEIt TIME TRRU SUBAREA««< >>>>>US"ING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)•««< ELEVATION DATA: UPSTREAM (FEET) - 1140. 00 DOWNSTREAM (FEET) = 1136.80 FLOW LENGTH (FEET) = 842.00 MANNING`S N-= .013 DEPTH OF FLOW IN 27.0 INCH PIPE, IS 19.9 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 5.76 ESTIMATED PIPE DIAMETER (INCH) = 27.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 18.09 PIPE TRAVEL TIME(MIN.) 2.44 Te(MIN.) = 15.32 FLOW PROCESS FROM NODE 30..0.0 TO NODE 30.00 IS CODE = 8.1 ------------------------ ----- »»>ADDITION OF SUBAREP, TO MAINLINE PEAK FLOW««< MAINLINE Tc (MIN) = 15.32 * 10Qt YEAR RAINFALL INTENS,ITi'{A7GH/BR) = 3.176 SUBAREA DOSS RATE DATA(AMC III) DEVELOPMENT TYPE./ SCS SOIL AREA Fp, Ag SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN SCHOOL A 2,32 .80 _60 52 PUBLIC PARK A 6.88 .80 .85 52. SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp (INCH/HIS) = .80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .79 SUBAREA AREA (ACRES) = 9-20 SUBAREA RONOFF ( CFS) = 21..11. EFFECTIVE AREA(ACRES) = 15.63 AREA -AVERAGED Fm(INCH/HR) _ .53 AREA -AVERAGED Fp(INCH/HR) = .80 AREA -AVERAGED Ap = .67 TOTAL AREA(ACRES) = 15.63 PEAK FLOW RATE(CFS) = 37.19 kk*-k*+*** v FLOW PROCESS FROM NODE 30.00 TO NODE 40.00 IS CODE = 6.1 -------------------------- »»>CO_m_PUTE STREET FLOW TRAVEL TIME T-_HRII SU5ARF.4A««< »»> (STANDARD CURB SECTION USED) ««< UPSTREAM ELEV:l'_TION(FEET) = 1136.00 DOW'IvSTRFQiM ELEVATION (FEET) = 1129.20 STREET LENGTH(FEET) = 455-00 CURB EIGHT(INCRES) = 8.0 STREET HAL FTILDTH(=E:ET) = 22."00 DISTANCE CROWN TO CROS SFn� GR.ADEBRE_-K(MT) = 12.00 - Y.•VF60WllCalc3kHy&-gloatkatMet (rev 092302)-3_dor Pam 2 af7 - Printed- 9121J2002 3.30 PM Saved 91201200210.30 dM vL -=_ AREA A3 INSIDE. STREET CROSSrt�L (D ECE1 L) _ -020 OTiT$!DE STREET CROSSF?iALL (DECIIKAMT - .020 SPECIFIED NUMBER - OF HALFSTREETS CARRYING RUNOFF = 1 STREET PA.RF{RAY CROSSFALL (DECIM�L) - .020 "TRAVEL TTME COMPUTED- USING ESTDLATED FLOW (CFS) = 53.55 * * * STREET FLOWING FCiLL* * * STREETFLOA MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTE(FEET). - .63 HALFSTREET FLOOD WIDTR(FEET) = 20.20 AVERAGE FLOW VELOCITY(FEET/SEC.) - 4.66, PROD -OCT OF DEPTHEVELOCITY(FT-FT/SEC.) = 2.94 STREET FLOW TRAVEL TIMEIMIN.) = 1.77 Tc(MIN.) = 17.09 100 YEAR RAINFALL INTERSITY(INCH/HR) = 2.974 SUBAREA LOSS RATE DATA (.ARRC III) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL). CN RESIDENTIAL "5-7 DWELLINGS'/ACRE" A 14.1.1 .80 .50 52 suBARF?k AVERAGE PERVIOUS LOSS RATE. Fp (Acca/HA) = .80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .50 SUBAREA AREA (ACRES) = 14.11 SU3AREA. RUNOFF (CFS) = 32.72 EFFECTIVE AREA(ACRES) = 29.74 AREA -AVERAGED kin(INCH/HR) _ .47 AREA-AVF, AGED Fp (INCH/ HR) = -80 AREA -AVERAGED Ap = .59 TOTAL AREA(ACRES) = 29.74 PEAK FLOW RATE(CFS) = 67.07 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = .67 LALFSTREET FLOOD WIDTH (FEET) = 22.7..5 FLOW VELOCITY(FF..ET/SEC.) = 5.08 DEPTH*VELOCITY(FT"FT/SEC_) = 3.40 FLOW PROCESS FROM NODE 40.00 TO NODE 50.00 IS CODE = 4.1 >>>COMPUTE PIPE -FLOW TRAVEL. TIME THRU STJBAPZA««< >CUSING USER-SPECIFIED PIPESIZE (NEW ELEMENT) ««< ELEVATION DATA: UPSTREAM ( FEET) = 1122.95 DOWNSTREAM ( FEET) = 1119.00 FLOW LENGTH(FM) = 305.00- 1IRMING'S N = .013 DEPTH OF FLOW IN 39•.0. INCH PIPE IS' 25.3 INCHES PIPE -FLOW VELOCITY(FEET./SEC.) = 11.80 GIVEN -PIPE DIAMETER(INCH) = 39.00 NUMBER OF PIPES = 1 PIPE -FLOW (CFS) = 67.07 PIPE TRAVEL TT -1-2 (MIN.) = .43 Tc (Mite .) = 17.52 **irk*•Jr**k**k*kfc*k�rkir �F St'irx*k*kkir �e �F it �ir it** -F �r �Y icx k�k it irk;E �k jc �e*<axae *ir :F it irx**ic :t*ie :F it ,Fx#itr* FLOW PROCESS FROM NODE 50.00 TO NOME 50.00 IS CODE = 8.1 - ------------------------------------------------------------ »»>ADD,ITIOX OF SUBAREA TO MAINLINE PERK FL04e««< MAINLINE Tc (FR"N) = 17.52 * 1.00 YAR RAINE-ALL INTENSITY (INCH/H-R) = 2.930 SUBAREA. LOSS RATE DATA (AMC III ) drys DEV H PME'NT TYPE/ SCS SOIL tiRFA Fp Ap SCS :IAIN USE GROUP (ACRES) (INCH/RR) (DECnLA.L) CN RESIDEENTIAAL n5-7 DWELLINGS /ACRE A 8.02 .80 -50 52 YA 60WOT CakF!Eydrol fMet (rev 092302)193_doc Fad 3 ar 7 P.,fwed.911112002130PV Saved. • 91701200210.30.4M JIE347971L ARRA A3 '{R" SURA_? AVERAC-E PERVIOUS LOSS RATE, Fp.(-NCH/HR) = 80 SUBAREA AVERAGE PERVIOUS ARKA FRACTION, Ap - .50 SUSA:RE.A A�FAI (A CRE S) = 8.02 SUP_ARr A RUNOFF ( CFS) = 18.28 =r-FECTIVE AREA (ACRES) = 37.76 AREA -AVENGED Em ( INCH/_R) _ .45 AREA -AVERAGED Fp(INCH/PR) .80 AREA -AVERAGED. Ap-= .57 TOTAL AREA (ACRES) = 37.76 PEAK IFLOW RATE (CFS) = 84-17 *-k&�Y*is it**i5';F"ir^k�f.kk9e%�b-k%xir-:E&*x-k'1e*:F*�e it*�l+ie*4r ie�i*i"i��i•*#ix$�ir**1r-**ir %ic it �c*�c ie it i�ie iv �e it ic*�n-t�t�lu FLOW'PR€ICESS FROM NODE 50.00 TO NODE 60. GO IS CODE = 4.1 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»XiSING USER-SPECIFIED PIPESIZE (NEW ELEMENT) ««< ELEVATION DATA: UPSTREAM.(FEET) = 1119.00 DOWNSTREAM (FEET) = 1112.40 FLOW LENGTR (FEET) = 508•.00 MANNING' S N = .013 DEP'tH`OF ft(YO at 39,0 INCR PIPE IS 30.1 INCHES PIPE -FLOW VELO"CITY'(FEET/SEC.) = 12.24 GIVEN PIPE,' DIAMETER(INCH) = 39.00 NUMBER OF PIPES = 1 PTFE -FLOW ( CFS) = 84.17 PIPE TRAVEL TIME -(MIN.) = .69 Tc(MIN.) = 18.21 FLOW PROCESS FROM NODE 60.00 TO NODE 60.00 IS CODE = 8.1 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc (MIN) 100 YEAR RAINFALL, INTENSITY(INCE/HR) = 2_863 SUBAREA LOSS -RATE DATA (AMC III) DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LANA USE GROUP (ACRES) (INCH/RR) (DECIMAL,) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 11.70 .80 .50 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Ep(INCH/HR) = .80 SUBAREA AVERAGE PERVIOUS AREA FRACTION,.Ap = .50 SUBAREA AREA(ACRES) = 11.70 SUBAREA RUNOFF(CFS) = 25.56 EFFECTIVE AREA(ACRES) = 49.46 AREA -AVERAGED Pm(INCH/HR) _ .44 �ii2F.A-AVERAGED Fp(IN'CH/HR) = 80 AREA -AVERAGED Ap = .55 TOTAL AREA" (ACRES) = 49.46 PEAS{ FLOW RATE ( CFS) = 107.84 *fie*iei**-k �F �Y*'A•*�e*,F#i[}f*]FR�i'iC*l'r'*k*if*Yc �r*'A'"]i"h it fr*ie ll'$ifYlk�F'�F:FyC*'#Fir lF iC`IL*fir*ii******xir*ie �c #'+E*�h FLOW PROCESS FROM NODE 60.00 TO NOISE 70.00'IS CODE = 4.1 ------- -------------------------------------------------------------------- >>>>>COMPUTE PIPE-FTLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER-SPECIFIED -PIPESIZE (NEW ELEMENT) <<<<< ELEVATION DATA: UPSTRFAM(FE'"ET) = 1112.40 DOWNSTREA-MCFEET) = 1107:00 .FLOW LENGTH ( FEET) = 413.00 L4 N F NG' S N = -.013 ASSUME FULL -FLOWING PIPELINE PIPE, -FLOW VELOCITY (FEET /SEC.) = 13.00 GIVEN PIPE DIAMETER(INCH) = 39.00 ND_ME»R OF PIPES = 1 PIPE-FLOW(CFS) = 107.84 PIPE TRAVEL TIME (P2IN_ } _ .53 Tc (- .) = 18.74 ikit ie 7cxiziex�e:k �e siFiex�c*ir is kxe c ie•;exic rr iei ie i.x ie x';c»i-xxir-ic is i F-Fx*x*ir*iei 4rie ie**ztic e rexir t. xie ±ie xt FILOW PROCESS FROM NODE 70.00 TO NODE 70. 00 IS CODE = 8.1 I'' iF6t74401:CcIcsiHvdr41a�7 l�arrLlet (rev 092302)V-3.doc Pa^e 4 of 7 .Ped 9/21/2002 3.30 ?if Saved. 30/20/300210:30 AM IEM7VL 4� _ARE!. A3 »»>AiiD L TION OF SUBAREA_ TO MP.INL T NF. PRA..K FLOW««< MA�I�lNE Tc (MIN) = 18 -74 - * 8.74 * 10.0YEA=R. RAINFA%L TNL TZNSITY (INCR/.HR) = 2.814 SUBAREA LOSS RATE DATA (AMC III) DEVELOPMENT.TYPE/ SCS SOIL AREA � Ap SCS LAND USE GROUP (ACRE s) (INCH/HR) ( DECIMAL) CN COMMERCIAL A 9.32 - .80 .10 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, F°p(INCH/BR) _ .80 S_U3 A AVERAGE PERVIOUS AREA FRACTION, Ap = .10 -Si1BAREA AREA(ACRES) = 9.32 SUBAREA RUNOFF(CFS) = 22.94 - EFFECTIVE AREA(ACRES) = 58.78 AREA -AVERAGED Faf INCH/HR) _ . 38 A.RE?`AVERAGED Fp (-NCH/BR) _ .80 AREA -AVERAGED Ap = .48 TOTAL AREA(ACRES) = 58.78 PEAK F -row RATE(CFS) = 128.60 FLOW ' PROCESS FROM NODE 10.00 TO NODE 80.00 IS CODE = 4.1 ---------------- ------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THRII SUBAREA««< »»>USING USER-SPECIFIED PIPESIZE (NEW ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET).= 11.07.0.0 DOWNSTREAM(FEET) = 1103.75 FLOW LENGTH(FEET) = 252.00 MANNING'S N = .013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY (FEET /SEC.) = 15.50 t GIVEN PIPE DIAMETER(INCR-) = 39.00. NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 128.60 PIPE TRAVEL TIME (MIN.) = .27 Tc (MIN.) = 19 . GI FLOW: PROCESS FROM NODE 80.00 TO NODE 80.00 IS CODE = 8.1 >»»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc (SIN) = 19.01 - * 100 YEAR RAINFALL INTENSITY (INCH /HR) = 2.790 SUBAREA LOSS RATE DATA (AMC III) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMSERCIps A 1.76 .80 .10 52 COMMERCIAL A 5_70 .80 .10 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .10 SUBAREA AREA(ACRES) = 7.46 SUBAREA RUNOFF(CFS) = 18.20 EFFECTIVE AREA(ACRES) = 66.24 AREA -AVERAGED Fm(INCH/HR) _ .35 AREA -AVERAGED Fp (INCH/HR) = .80 AREA=AV :_RAGED Ab = - .44 TOTAL AREA(ACRES) = 6.6.2 4 PEAK FLOW RATE(CF'S) = 145.53- FLOW 45.53- FLOW PROCESS FROM NODE 80.00 TO NODE 90.00 is CODE = 4.1 »»>CQ�'t7TE PIPE -FLOW TRAVEL TIME THRU SUB.ARRp««< »»>DSiNG USER-SPECIFIED PI?ESIZE (NEW ELEMENT) ««< :c r ELEVATION DATA: UPSTP=_M(FEET) = 1103.75 DOvNST_IR=EA FET) = 1098.90 FLOW LENGTH (* E ET) = 649.00 M2!LN_ NINC--' S N = ' .013 ASSc �' n 1" -)_!L01K R{z'! PIN. T -I 60t401ICattsiHvdrolo RRWe--(rev 092302)U_?_doe Pam c of 7 A -red 9121120023.30r'V Saved: 9120120621030.f F.3z:7vf_E AREA. A3 - PIPF. i -LOW VELOCITY(FEET/SEC.) = 13.18 GIVEN PIPE D±A..k_4ET ER'(iNCH) = 43.00 N-mlBER OF PIPES = 1. PI?E- w oW (CES) = 145.53 PIPE' TRAVEL TIME (MIN_) = .82 Tc(MIN.) = 19.83 FLOW PROCESS FROM NODE 90.00 TO NODE 90.00 IS CODE = 8.1 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc (MIN) = 19.83 * 10G YEAR RAINFALL INTENSITY(INCH/HR) = 2.72Q SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs LAND USE CROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 16.15 .80 .10 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = .80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .10 SUBAREA ASA (ACRES) = 16.15 SUBAREA RUNOFF ( CFS) = 38.38 EFFECTIVE AREA(ACRES) = 82.39 AREA -AVERAGED Fm (INCH/HR) _ .30 aREA-AVERAGED Fp (INCH/HR) = .80 AREA -AVERAGED Ap = -37 TOTAL-AREA(ACRES.) = 82,39' PEAT{ FLOW RATE (CFS) = 179_74 ************_ , ******************t********************-** *********** FLOW PROCESS FROM NOISE 90.00 TO NODE 100.00 IS CODE = 4.1 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER-SPECIFIED PIPESIEE (NEW ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 1098.90 DOWNSTREAM (FEET) = 1096_25 FLOW LEANGTH ( FEET) 3 365.00 MANNING' S N = -013 ASSUME FOL.L--FLOWING PIPELINE PIPE --110W VFELOGITY (FEET/SEC.) = 16.27 GIVEN PIPE_ DIAMGTER. (INCH) = 45.00 • NUMBER OF PIPES = 1 PIPE -FLEW (GFS) = 179.74 PIPE TRAVEL TIME (_M-iN'.) _ .37 Tc (MIN_) = 20.21 FLOW PROCESS FROM NODE 100.00 TO NODE 100,00 IS .CODE = 8.1 >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 20.21 * 100 YEAR RAINFALL INTENSITY(INCH/RR) = 2.690 SUBAREA LOSS RATE DATA(AMC IIT): DEVELOPMENT TYPE/ SCS SOIL AR A, Fp Ap SCS LAND USE CROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 2.20 .80 .10 52 COMMERCIAL A 6.60 .80 10 52 SUBAREA -AVERAGE PERU-IOUS LOSS RATE, Fp (INCH/HR) = .80 SUBAt3yA AVERAGE PERVIOUS AREA FRACTION, AD = .10 SUBAREA. AREA(ACRES) = 8.80 SUBAREA_ RUNOFF (CFS) = 20.67 EFFECTIVE AREA (ACRES) = 91.19 A ti AvE RAGED FEM ( INCH/F._,R) _ .?a ARA-KAFp(INCH/HR) _ .80 AREA. -AVERAGED Ab = .35 TOTA l', ARF-A(ACRES) = 9i.19 PEAK FLOW IRATE (CFS) 198.17 END OF STUDY SUDlMAaY Y.'IF6014011Ga1SLxiy [oo-)�et(rev09302)trldoc Page 6Q T Panted 9/2112002 3:30PM Saved: 9120/200210:30 kV 1 Qi:7VLJ. aka ENUT-AWN TaTnr, �RFA(ACRES), = 91.19 TC(MIN.) = 20.21 EFFEECT—Esr-=A (ACAS) = 91.19 P20k—A4UIALCED -Ftm ( jt'CR/fit) = .28 EA-Av'S AeEf? -tP (IN- CH/HR) = .80 fi fi-a- CE3? AD = .35 PEAK _-- ,QW RATE (CFS) = 198.17 RC Qk RATIONAL METHOD ANALYSTS Y'•iF60t401 tCalcslTY&vl000 Raddet (rev 092302)tQ3_dac Fcge 7 of 7 - Print-. d. 91221!2002 3.30 P -4d .Saved 9!-20!2002 10.30 -1V F,3Ac7rY'2 E