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Parcel Map No. 19313 Hydrology Study
HYDROLOGY STUDY FOR PARCEL MAP #19313 In the City of Fontana, California Prepared For: The Related Companies 18201 Von Karman Ave. Ste 900 Contact: Liane Takano Project Manager, (949) 660-7272 Prepared By: C&V Consulting, Inc. 27156 Burbank Foothill Ranch, California 92610 (949) 916-3800 Attn: Daryl Kessler 0 APE 3 Revised March, 2012 TABLE OF CONTENTS Executive Summary i Acknowledgement and Signature Page I. Introduction .1 II. Methodology .1 III. Design Assumptions .2 IV. Conclusion 3 V. • References APPENDICIES A. County of San Bernardino Standard Hydrology Study (100-Year Storm Event Tables and Nomo Graphs B. Sub -Area Runoff Summary C. Project Site Alley Flooded Section D. Caltrans Hydrology Report E. Catch Basin Calculations F. Maximum Area Drain Capacities G. Hydraulics List of Exhibits: 1. Hydrology Map Q25 2. Hydrology Map Q100 3. Storm Drain Plans Hydrology Analysis For The City of Fontana Parcel Map # 19313 ACKNOWLEDGEMENT AND SIGNATURE PAGE This Hydrology Study prepared by C&V Consulting, Inc. under the supervision of Vincent Scarpati, P.E. incent Scarpati, R.C.E 33520 C&V Consulting, Inc. u Date Introduction: Parcel Map #19331 is a 4.01 acre attached residential project containing 12 combined structures, open space, and clubhouse. The project is located at the north east corner of the intersection of Cypress and Valley Boulevard in the City of Fontana. The site is primarily flat and is bordered existing single family homes to the north, PM 19231 to the east, and public ROW to the south and west. This study will evaluate the site runoff for a 100-year storm and propose a drainage system designed for 25-year storm water conveyance. The subject site currently resides in Flood Zone X. Methodology / Rational: The proposed drainage area was analyzed by utilizing the County of San Bernardino Publics Works Department Flood Control District Hydrology Manual. Each drainage area was divided as demonstrated on the hydrology map (Exhibit 1). Each area was analyzed for acreage, impervious cover, and time of concentration according to the intensity as determined by the approved downstream Caltrans project. The flows, expressed in cubic feet per second (cfs), were totaled at connections to main storm drain lines. The project site is planned to drain into the. existing 54" RCP storm drain system in Cypress Avenue installed per the bridge over pass project by Caltrans. The existing 54" pipe was placed at various slopes from the outfall through the water quality splitter to the upstream position located at the intersection of Cypress and Valley Blvd.. Per the existing approved study the 54" pipe only anticipated on receiving 108 cfs. However after reviewing the water shed this hydrology study the anticipated flow for this system is 155 cfs in a 25 year storm even. The existing system has been re calculated per this updated tributary area and has been found to be able to accommodate this total area while still flowing openly. The Valley Blvd intersection catch basin will be re -installed per original size. The northerly proposed catch basin is proposed at 12' in width to work with the northerly project boundary and not block the entire northerly fronting property though the proposed flows far exceed this structure. The total proposed catch basin width(s) on the project site have been added up and will handle flows along the easterly half right of way. At this time all the flows north of the project area enter the right of way via surface flow along existing curb and gutter. As shown on the hydrology map the majority of flows from the north enter the Cypress Avenue right of way from the east. Because the maximum carrying capacity of the east side of Cypress is less than the total storm flow, the flows crosses the centerline and balances about the total street section. Catch basins currently proposed only account for flow on the east side of the right of way. • Design Assumptions: 1. The onsite drainage area was analyzed for a 100-year storm event. using Rational Method Analysis per the County of San Bernardino Hydrology Manual. 2. The drainage area is located in Soil Groups A having moderate to high infiltration rates, according to the Hydrology Manual and geotechnical soils analysis. 3. The infiltration rate for the pervious area, Fp, varied by land use. 4. The impervious area varies by land use. 5. Storm drains and catch basins onsite/offsite were designed for a 25-year storm event, which corresponds to the design requirements for the project. 6. All flows are based on the complete future development of land and roads. 7. The Hydrology Map(s) attached to the back of this study is made part of the study. 8. The storm drain system outlets into an existing 54"`pipe in Valley and Cypress. 9. Any pre-existing or post -development off -tract flow directed toward Parcel Map 19313 has been assumed to be minimal through the vented wall, therefore flow was not added to the calculations 10. Parcel Map #19313 is designed to contain the 100-year flow within the on -site street section. 11. 100 Year Flood routing for Valley and Cypress. Avenue demonstrate all flood waters are contained in off site streets. **Note: Additional Calculation Assumptions Have Been Noted Throughout Report** • Conclusions: The results from this hydrology and hydraulic analysis demonstrate the following. • The drainage design for Parcel Map #19313 has been designed to meet the County of San Bernardino Flood Control Standards. • The site is designed to manage runoff from a 100-year storm. REFERENCES 1. County of San Bernardino, "Hydrology Manual" 2. Water Surface and Pressure Gradient (WSPG) Hydraulic Analysis System Software, Los Angeles County Department of Public Works Program No. F0515P, April 1979. 3. Advanced Engineering Software, HELE1 Hydraulic Elements I for Street Flooding and Catch Basin Design, 1996 version. A. County of San Bernardino Standard Hydrology Study (100-Year Storm Event) Tables and Nomo Graphs ?. FILE: RELC-021-X.WSW RELC-021-X.OUT W S P G W- CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING EXISTING 54 INCH LINE CALTRANS 25 YEAR EVENT PAGE 1 Date:12-20-2011 Time:11:19:52 *******a...'-.'..****************************-****************:t********************************************************* Invert 1 Depth 1 Water Q 1 vel vel Energy I super 'Critical Flow ToplHeight/'Base Wt Station Elev 1 (FT) I. Elev (CFS) I (FPS) Head Grd.E1.I Elev 1 Depth width IDia.-FTIor I.D. L/Elem C- h Slope`! - I I SF Ave HF ISE DpthlFroude N Norm Dp 1 "N" 1 X-Fall ^A ****** ***** *1*_******1********* *********I*******I******* *********1*s *****I******** *******I*******I******* 130.340 11101.540I.A 4.0101 1105.550 147.841 9.88 1.52 1107.07 1 .00 I 3.57 2.80 -I- -1- - - -I- - -I- 26.417 -.0076 .0052 .14 4.01 .75 3723 1.62I 1107.20 I .00 ! 3.57 "- 3.18 717 -I -I- - - 156.7571101.7401 3.84011105.579 147.841 10.23 - I -I- -I- - - -I- -I- HYDRAULIC 'JUMP 1 1 1 1 1 ' ' 1 1._ 156.757 1101.740 3.312 1105.051 147.84 11.78 2.16 1107.21 .00 3.57 3.97 4.500 .000 .00 1 -I--I- -1 - - -I- -I- 1 -1- -I- -I- -1- -1- -I- 1- o076 31.843 .0070 .22 3.31 1.17 3.23 .013 .00 .00 PIPE 1 1 1 1 1 1 I 1 1 1- 1 1 188.600 1101.980 3.357 1105.338 147.84 11.62 2.10 1107.43 .00 3.57 3.92 4.500 .000 .00 1 .0 - 1- -1- -I- - - -I- -I- -I- -I- -1- -I- -I- -I- -I- I- JUNCT STR .0050 .0078 .05 3.36 1.14 .013 .00 .00 PIPE 1 1 1 I 1 1 1 1 1 I I I 194.600 1102.010 3.009 1105.019 144.94 12.82 2.55 1107.57 .00 3.54 4.24 4.500 - .000 .00 1 .0 - I- -I -I_. -I- -I- -I- -1- -I- -I- -I- -I- -I- I- 199.164 .0087 .0092 1.84 3.01 1.38 3.02 .013 .00 .00 PIPE 1 I. I 1 1 1 1. 1 1- I 1. 1 393.764 1103.736 2.900 1106.637 144.94 13.38 2.78 1109.41 .00 3.54 4.31 4.500 .000 .00 1 .0 1 -I- -I- - - -I- -I- ( -I- -I- -I- -I- -1- .0087 96.114 .0104 .99 2.901.49 3.02 .013 .00 .00 I_ .00` PIPE 1 1 1 1 1 1 1 1 I I 1: 1 489.879 1104.570 2.784 1107.354 144.94 14.03 3.06 1110.41 .00 3.54 4.37 4.500 .000 .00 1 .0 - I- -I- =1 - - -I- -I- -I- -I- I -I- -I- -I--I- I- 65.146 .0087 .0117 .76 2.78 1.61 3.02 .013 .00 .00. PIPE 1 I I 1 I 1 -1 1 1` I 1 I 555.025 1105.135 2.675 1107.809 144.94 14.71 3.36 1111.17 .00 3.54 4:42 4.500 .000 .00 1 .0 -I- -I- -I- - - -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 51.375 .0087 .0132 .68 2.67 1.74 3.02 .013_ .00 .00 PIPE 1 1 1 1 1 1 1 1 1 1 1 1 606.400 1105.580 2.571 1108.151 144.94 15.43 3.70 1111.85 ..00 3.54 4.45 4.500 .000 .00 1 .0 - I- .0050 -I- -I- - - -I- -I- -I- -I--I- -I- -I- -I-_ -I- I- JUNCT STR .09 2.57 1.87 .013 .00 .00 PIPE FILE: RELC-021-X.WSW W S P G W- CIVILDESIGN version 14.06 - PAGE 2 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING Date:12-20-2011 Time:11:19:52 EXISTING 54 INCH LINE CALTRANS 25 YEAR EVENT INo Wth - ZL"-IPrs/Pip ZR 'Type Ch No wth ZL Prs/Pip ZR Type Ch ***** ******* 11 .4.500 -I .013I -I 4.500 _I_ -1- .000 .00 .000 I Invert 1 Depth. Water Q vel Vel 1 Energy 1 Super !Critical Flow Top Height/ Base Wt Station 1 Elev .1 (FT) Elev. (CFS) (FPS) Head.1 Grd.E1.I Elev I Depth. width Dia.-FT or I.D. -1 -1- - - - - I -I--1 -I - - - - - L/Elem ICh Slope 1 SF Ave! HF ISE DpthlFroude N Norm Dp - "N"X-Fall .. ..*** I •** 1 **--.'--".. **.- ......** ********* *..._�._"* I * *** I ********* I ******* I ******** ******** ******* ******* I .x I I. 1 I Page 1 .00 1 .0 .00 PIPE .00 I 1 1_. .0 • •` 612.400 1105.610 21.729- I .0215-1 634.1291 1106.0771 23.962- 1 .0215-I 658.0911 1106.5911 17.267- I .0215-1 675.3581 1106.962I 12.525' .0215 ' 687.884 1107.231 8.9131- .0215-1 696.7961 1107.4221 5.994- 1 .0215-I 702.7901 1107.5511 3.463- 1 .0215-1 706.2531 1107.625 1.147' .0215 ' 707.400 1107.650 - 1- -I- RELC-021-X.OUT 2.550 1108.160 144.94 15.59 3.77 1111.93 - 1- -I--1- -I .01381 30-1- 2.61811 1 1 1 1108.695 144.9415.10 3.541112.23 -I- -I- -I- -1- I -I- .0125 3o 2.7241 1109.3151 144.941 14.39 3.221 1112.53 1 -I- -I- -I- -I- 1 .0110 .19-I 2.8371 1109.7991 144.941 13.72 2.921 1112.72.1 -1 -I- -I -1- 1 -I .009-12 2.9561 1110.1871' 144.941 13.09 2.661 1112.85 1 - I- -I -I- -1- -I- -1- .0087 .os 1 1 3.0841110.506144.941 12.48 2.4211 1112.92 - I- -I- -1- -I- .007-1 -1- 05 3.2221 1110.7731 144.941 11.90 2.201 1112.97 1 - I- -I- -I- -I- 1 -I .006-o2 3.3711 1110.9961 144.941 11.34 2.001 1112.99 I -1- -I -I- 1 .0062.01 3.5361 1111.1861 144.941 10.81 1.811 1113.00 - I- -I -I- -I- -I- -I- Page 2 .00 3.54 2.55 1.90-1 .00 I 3.54 1 2.62- 1 1.81-1- .00 1 3.54 1 2.72- 1 1.68-I 1 I .00 3.54 2.84' 1.55 .00 ' 3.54 2.96- 1 1.43-1- I .00 3.54 3.08- I 1.32-1- .00 3.54 1 3.221- 1.21-1- 00 1 3.54 1 3.37I 1.10 .00 3.54 - I- -I- 4.46 2.26 4.44 2.26 4.40 2.26 4.34 2.26 4.27 2.26 4.18 2.26 4.06 2.26 3.90 2.26 3.69 4.500 -I--I- .013 4.500 1 - I-.013 -I 1 1 4.500 - I-.013 -1- 1 1 4.500 - I--1- .013 1 1 4.500 - 1- =1- .013 1 4.500 - 1-.013 -I- 1 1 4.500 -1-.013 -I- I 1 4.500 - I- .013 -1- -1 4.500 - I -I- .000 .00 1 .0 .001- - .00 IPIPE .0001 .00 1 1 .0 .00- I .00 IPIPE .0001 .00 I 1 .0 .001- - .00 IPIPE .0001, .00 1 1 .0 .00- 1 .00 IPIPE .000I .00 1 1 .0 .00- 1 .00 IPIPE .0001 .00 1 1 .0 .00- 1 .00 IPIPE 0001 .00 I 1 .0 .00- 1 .00 IPIPE .0001 .001 1 .0 .00 IPIPE .00 .00- 1 .000 - t- B. Sub -Area Runoff Summary RA1YVlNAL 1V1L1lY1J1J J1 titJx rv1c1V1 Bernardino MANUAL STUDY NAME: TPM 19313 PROP 25 YR STORM RATIONAL METHOD STUDY CALCULATED BY: DK CHECKED BY: VS DATE: SEPT, 2011 DATE: PAGE 1 OF 4 San HYDROLOGY CONC. PT. (MAP AREA) AREA (ACRES) SOIL TYPE DEV. (Ap) Tt MIN. Tc MIN. I in/hr Fm in/hr Q TOTAL FLOW PATH, FT SLOPE FT/FT V FT/SEC HYDRAULICS AND NOTES SUBAREA TOTAL A 1.61 A 0.2 3.20 0.190 4.36 - - B 2.38 A 0.2 3.20 0.190 6.45 10.81 TOTAL SITE D 0.20 A 0.2 3.20 0.190 0.54 E 8.53 A 0.6 3.20 0.580 20.11 F 6.49 A 0.2 3.20 0.190 17.58 G 26.54 A 0.1 3.20 0.100 74.05 H - 10.43 A 0.5 3.20 0.500 25.34 K 2.62 A 0.1 3.20 0.100 7.31 144.94 TOTAL FROM NORTH I PER CALTRANS APPROVED DOWN STREAM STUDY i\L111V1\AL LYA&i 111Va/ll a LJM a avau.a San Bernardino HYDROLOGY MANUAL STUDY NAME: TPM 19313 PROP 25 YR STORM RATIONAL METHOD STUDY CALCULATED BY: DK CHECKED BY: VS DATE: SEPT, 2011 DATE: PAGE 2 OF 4 CONC. PT. (MAP AREA) AREA (ACRES) SOIL TYPE DEV. (Ap) Tt MIN. Tc MIN. I in/hr Fm in/hr Q TOTAL FLOW PATH, FT SLOPE FT/FT V FT/SEC HYDRAULICS AND NOTES - SUBAREA TOTAL C 0.78 A 0.2 3.20 0.190 2.11 - - - 2.11 VALLEY R/W D 0.20 A 0.2 3.20 0.190 0.54 0.54 East R/W J 1.74 A 0.1 3.20 0.100 4.85 L 2.17 A 0.1 3.20 0.100 6.05 10.91 TOTAL FOR W SIDE I PER CALTRANS APPROVED DOWN STREAM STUDY . San Bernardino HYDROLOGY MANUAL STUDY NAME: TPM 19313 PROP 100 YR STORM RATIONAL METHOD STUDY CALCULATED BY: DK DATE: SEPT, 2011 CHECKED BY: VS DATE: PAGE 3 OF 4 CONC. PT. (MAP AREA) AREA (ACRES) .. SOIL TYPE DEV. (Ap) Tt MIN. Tc MIN. I in/hr Fm in/hr Q TOTAL FLOW PATH, FT SLOPE FT/FT V FT/SEC HYDRAULICS AND NOTES SUBAREA TOTAL A 1.61 A 0.2 4.06 0.190 5.61 - B 2.38 A 0.2 4.06 0.190 8.29 13.90 TOTAL SITE D 0.20 A 0.2 4.06 0.190 0.70 E 8.53 A 0.6 4.06 0.580 26.72 F 6.49 A 0.2 4.06 0.190 22.60 G 26.54 A 0.1 4.06 0.100 94.59 H 10.43 A 0.5 4.06 0.500 33.42 K 2.62 A 0.1 4.06 0.100 9.34 187.36 TOTAL FROM NORTH I PER CALTRANS APPROVED DOWN STREAM STUDY RATIONAL METHOD STUDY FORM San Bernardino HYDROLOGY MANUAL STUDY NAME: TPM 19313 PROP 100 YR STORM RATIONAL METHOD STUDY CALCULATED BY: DK CHECKED BY: VS DATE: SEPT, 2011 DATE: PAGE 4 OF 4 CONC. PT. (MAP AREA) AREA (ACRES) SUBAREA TOTAL SOIL TYPE,. DEV. (Ap) Tt MIN. Tc MIN. I in Fm in/hr Q TOTAL FLOW PATH, FT SLOPE FT/FT V FT/SEC HYDRAULICS AND NOTES C 0.78 A 0.2 4.06 0.190 2.72 2.72 VALLEY R/W D 0.20 A 0.2 4.06 0.190 0.70 0.54 East R/W 1.74 2.17 A A 0.1 0.1 4.06 4.06 0.100 0.100 6.20 7.73 13.94 TOTAL FOR W SIDE I PER CALTRANS APPROVED DOWNSTREAM STUDY C. Project Site Flood Street Section t 1a4}t C4p+4cr--y of. y• nfrcnn • max -on site-depth.txt Channel Calculator Given Input Data: Shape solving for Slope Manning's n Depth Height Bottom width Left slope Right slope computed Results: Flowrate Velocity Full Flowrate Flow area Flow perimeter Hydraulic radius Top width Area Perimeter Percent full • critical depth Critical slope Critical velocity critical area critical perimeter Critical hydraulic radius Critical top width Specific energy Minimum energy Froude number Flow condition Trapezoidal Flowrate 0.0050 ft/ft 0.0130 0.4455 ft 1.0000 ft 0.0833'ft 0.0200 ft/ft (v/H) 1.0000 ft/ft (v/H) critical information 15.0955 cfs 2.9610 fps 129.6904 cfs 5.0981 ft2 22.9928 ft 0.2217 ft 22.8038 ft 25.5833 ft2 51.5075 ft 44.5500 0.4636 ft 0.0040 ft/ft 2.7356 fps 5.5182 ft2 23.9214 ft 0.2307 ft 23.7247 ft 0.5818 ft 0.6953 ft 1.1040 Supercritical > 2 .z9 Cow-) . cypress curb to curb.txt channel calculator Given Input Data: shape solving for Slope Manning's n Depth Height Bottom width computed Results: Flowrate Velocity Full Flowrate Flow area Flow perimeter Hydraulic radius Top width Area Perimeter Percent full Rectangular Flowrate 0.0150 ft/ft 0.0130 0.3300 ft 1.0000 ft 34.0000 ft Critical Information Critical depth critical slope Critical velocity critical area critical perimeter critical hydraulic radius critical top width Specific energy Minimum energy Froude number Flow condition 74.0554 cfs 6.6003 fps 458.1956 cfs 11.2200 ft2 34.6600 ft 0.3237 ft 34.0000 ft 34.0000 ft2 36.0000 ft 33.0000 0.5283 ft 0.0032 ft/ft 4.1228 fps 17.9623 ft2 35.0566 ft 0.5124 ft 34.0000 ft 1.0070 ft 0.7925 ft. 2.0256 Supercritical Page 1 • • cypress -half section.txt Channel calculator Given Input Data: Shape Solving for Slope Manning's n Depth Height Bottom width Left slope Right slope Computed Results: Flowrate 12.7565 cfs Velocity 4.2863 fps Full Flowrate 224.6303 cfs Flow area 2.9761 ft2 Flow perimeter 17.5675 ft Hydraulic radius 0.1694 ft Top width 17.4233 ft Area 25.5833 ft2 Perimeter 51.5075 ft Percent full 34.0000 Trapezoidal. Flowrate 0.0150 ft/ft 0.0130 0.3400 ft 1.0000 ft 0.0833 ft 0.0200 ft/ft (v/H) 1.0000 ft/ft (v/H) critical Information Critical depth 0.4333 ft Critical slope 0.0041 ft/ft Critical velocity 2.6450 fps critical area 4.8229 ft2 Critical perimeter 22.3635 ft critical hydraulic radius 0.2157 ft Critical top width 22.1797 ft Specific energy 0.6255 ft Minimum energy ..... .... 0.6499 ft Froude number .. . 1.8284 Flow condition supercritical cypress=r-w.txt Channel Calculator Given Input Data: Shape ...: :.. Rectangular Solvingfor Flowrate Slope 0.0150 ft/ft Manning's n 0.0130 Depth 0.2000 ft Height 1.0000 ft Bottom width .. .. 60.0000 ft Computed Results: Flowrate 57.2003.cfs Velocity 4.7667 fps Full Flowrate 821.8238 cfs Flow area 12.0000 ft2 Flow perimeter ... ... 60.4000 ft Hydraulic radius ................ 0.1987 ft Top width 60.0000 ft Area........ ............ ..60.0000 ft2 Perimeter 62 0000 ft Percent full ... 20.0000 critical Information Critical depth .... 0.3046 ft Critical slope .. 0.0037 ft/ft Critical velocity 3.1303 fps Critical area .. 18.2732 ft2 Critical perimeter .. .. 60.6091 ft Critical hydraulic radius 0.3015 ft ' Critical top width ........:.. 60.0000 ft Specific energy 0.5531 ft Minimum energy 0.4568.ft Froude number ... .. 1.8791 Flow condition .. ... supercritical 13 c 4- i3 CF's 4- "7 S4 Sl'Z Page D. Caltrans Hydrology Report interstate 10 I Cypress Avenue Overcrossing Project 100% Drainage Report 100% DRAINAGE REPORT FOR THE CYPRESS AVENUE OVERCROSSING PROJECT AT INTERSTATE-10 Prepared For: Prepared By: PARSOINIS City of Fontana/ Caltrans Parsons 2201 Dupont Drive, Suite 200 Irvine, CA 92612 March 2008 No. 47080 Exp. 12131 099 CIV{L ra o CD r`) . C,;;. March 2008 Interstate-10 / Cypress Avenue Overcrossing Prefect 100% 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 — I-10 Channel Capacity Report (Excerpts) PARSONS March 2008 Interstate 10 / Cypress Avenue 0berCrCSSIl! 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 wilt 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 PARECDPAS March 2008 • Interstate-10 / Cypress Avenue Overcresstnp 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 induded 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 has 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 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, = the contributing drainage area in acres. 4.0 HYDRAULIC DESIGN On -Site: The proposed inlets used along Cypress Avenue will be City of Fontana standardcurb 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. 0 PARSONS March 2008 d • Interstate-10 I Cypress Avenue Overcrossing 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: T= [Qn/ 0.56(S01.67(S)0.5] 0.375 where: Q = Total Flow (cfs) Sx = Cross Slope S = Longitudinal Slope Inlet capacity calculations are also based on equations found in HEC-12. Two proposed inlets for this project will be curb opening and grated inlets at sump conditions. Inlet capacities for these inlets were calculated by the weir equation as follows: Curb Opening Inlet: Grated Inlet: Q = Cw(L+1.8W)d15 where: Cw = Weir Coefficient = 2.3 W ,= Width of Gutter Depression L = Length of curb opening d = Depth of flow Q=C Pd1.5 where: Cw = Weir Coefficient = 3.0 P = Perimeter of grate, ft. d = Depth of flow The equation for curb opening inlets at grade was calculated using the following equation: L = .076Q.42S.3/(nSx).6 L = Length of curb opening for total interception where: 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 interstate 1a / Cypress Avenue Overcrossing Protect 100% Drainage 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 SUMMARY 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. March 2008 Interstate 10 / Cypress Avenue Oeercrossing Project APPENDIX A Hydrology/Hydraulic Calculations 100% Drainage Report 0 Interstate-10 / Cypress Avenue Oaercrossing Project 100% Drainage Report *************** HYDRO - Version 6.1 *************** * HEC19 / Design Event vs Return Period Program * Date of Run: 04-06-2007 XDF 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 === Fi l e Read from Intermediate Directory: RAIN.ASC --- The Foliowing 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 Y015706001 252 34.028. 117.532 Y012895000 423 34.125 117.525 Y017469001 243 34.003 117.378 IDF Curve for Various Return Periods 4.710 8.592 9.126 9.382 Intensities (mm/h) Duration 25 Yr 2 Yr 10 Yr 50 Yr 100 Yr 10000 Yr 5 min Si 3.2 ,p 5. 65. 92. 103. 173. 10 min LSD . 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. 5. 6. 7. 12. FONTANA Intensity Curve. for 25 Year Return Period Rainfall Intensity (mm/h) versus Duration (h) 81.* 40.. 18.00 PARSONS 24.00 March 2008 11 110 Interstate-1D / Cypress Avenue Overcrossing Prolect 100% Drainage Report DRAINAGE BASIN AREA SUMMARY (EXISTING CONDITION) C ' RUNOFF CA Q25 1 Q SUB- BASIN NO. AREA A AREA CLASSIFICATION 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 2352 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 32 5.7 DRAINAGE BASIN AREA SUMMARY (PROPOSED CONDITION) C RUNOFF CA Q25 1 Q SUB- BASIN No. AREA CLASSIFICATION AREA PAVED SURFACE' VEGETATED SLOPE 10-30% 5-10% <5% A (C=0.95) (C=0.55) (C4.45) (C4.40) (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 12b1'2 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 11 a' 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 3.2 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 81 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 32 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 32 0.8 7c 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 PARSONS March 2008 Interstate-10 I Cypress Avenue Overcrossing Project 100% Drainage Report DRAINAGE BASIN AREA SUMMARY (PROPOSED CONDITION) 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 32 0.4 17b 0.221 0.221 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 021 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 32 2.3 lb 0.411 0.411 100.0 0.000 0.0 0.000 0.0 0.000 0.0 0.95 0.39 32 1.2 19b 13.431 0.514 3.8 0.000 0.0 0.000 00 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 32 6.5 8c 0.517 0.000 0.0 0.428 82.8 0.000 0.0 0.089 17.2 0.52 027 32 0.9 1. Areas Taken from Exhibit' Hydrology Map Area A3" rom the 1-10 Channel Capacity Report (See Appendix E) 2. For offsite area 12b, Time of Concentration was as follows: • Total To = Sheet Flow + Shallow Concentrated Flow + Channel Flow • Sheet Flow + Shallow Concentrated Flow = 15 minutes (see "Hydrology Map Area A3", Appendix E) • Channel Flow Estimated using the Manning's equation for flow down Valley Blvd • Input for Manning's Equation :L=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= LengthNelocity/60=(2000ft/4.63 ft/s)1(60seclmin)=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 • interstate 10 / Cypress Avenue Overcressin i Protect • 100% Drainage Report INLET CAPACITY TABLE PROPOSED CONDITIONS F.'..q fit+ +§ * `,sr..t ,. s.. t =';'�..,ai4 # rr .. �.:k9F e. n ..,-..7" •, ., ,. a„_ .w x : - .#, G' }fie 4 •. .Y't ...M+ �: .:^�# �`• n,e. "1 'r:+. Y • �' #�� i.+ r* t ri f3s r. r :•`}i, - •"d "x .`;.�. #' 3 'a r ,` ..:.$, _-'' Y{ f •' r .+". r,, r.. 1:+" � « G i ,,r".�I.' 's "-� � ,"�• _ X ,';, iwaA, �• � �M3 . ' ��s ins* ...Y"' y „-a ' -k3 u^s tk'„.. , r� �l}m'✓ m' l ld Curb • •enin: Grade 0.4 0.016 0.0091 0.020 47.5 47.9 14.00 31.45 7.5 IIIIIIMOIIIN 47.9 12b Curb ••'• emu : Grade 94.9 0.016 0.0091 0.020 -47.5 47.5 14.00 - 31.35 7.5 11.7 47.5 l la Curb • . • in: Grade 11.1 0.016 0.0020 0.020 11.1 4.00 24.27 5.8 4.0 11.1 10b Curb • •enin: Grade 0.5 0.016 0.0020 0.020 0.5 4.00 7.40 1.8 1.1 05 9b Curb • • enin: Sa: 2.4 0.016 0.0000 0.020 2.4 4.00 _ 13.30 32 2.4 9d Curb 1 •enin: Grade 0.5 0.016 0.0440 0.020 0.5 4.00 : 4.38 1.1 2.9 0.5 81 Curb • .enin: S.: 2.8 0.016 0.0000 0.020 2.8 4.00 14.56 3.5 2.8 6d Curb • • -•• : Grade 0.9 0.016 0.0175 0.020 0.9 4.00 6.23 1.5 2.7 0.9 6a Curb 0 . al' • : Grade 0.9 0.016 0.0175 0.020 0.9 4.00 6.15 1.5 2.6 0.9 7e Curb • • - • • Grade 0.8 0.016 0.0440 0.020 0.2 1.0 4.00 5.47 13 3.7 1.0 7c Curb 0 • ' '• : Grade 0.8 0.016 0.0440 0.020 0.2 1.0 4.00 5.47 1.3 ® 1,0 166 Grate Grade 1.2x12 0.7 0.016 0.0440 0.020 0.0 0.7 2.40 4.73 1.1 3.1 0.5 14b 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 I.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 12x12 0.4 0.016 0.0493 0.020 0.4 2.40 3.98 1.0 2.8 0.4 3d Curb 0•emu: Grade 22 0.016 0.0493 0.020 0.1 2.2 7.00 7.25 1.7 5.4 22 3• Grate S:: 3x3 8.5 0.016 0.500 0.0 8.5 9.00 0.92 5.5 8.5 3b Curb • •enin: Grade 0.9 0.016 0.0493 0.020 0.9 4.00 5.11 12 3.6 0.9 2b Curb + . enin: Grade 2.3 0.016 0.0493 0.020 2.3 7.00 7.34 1.8 5.5 2.3 lb Curb • • , : Grade 1.2 0.016 0.0493 0.020 12 - 4.00 5.84 I.4 42 I.2 19b Curb • • enin: Grade 18.1 0.016 0.0060 0.020 18.1 7.00 23,61 5.7 6.9 18.I 4d Curb • •eain: Grade . - = 1.0 0.016 0.0060 0.020 1.0 4.00 8.11 1.9 2.1 1.0 4b Curb O•-•'•: Grade 0.6 0.016 0.0331 0.020 0.6 4.00 4.71 1.1 2.7 0.6 2d Grate Sa: 3x3 63 0.016 0.500 0.0 65 9.00 0.77 4.6 63 Sc Grate S.: 3x3 0.9 0.016 0.500 9.0 9.8 9.00 1.02 6.1 9.8 PARSONS March 2008 Interstate-10 I Cypress Avenue Overcrossing Project 100% Drainage Report INTERSTATE-10 ! Cypress Avenue Overcrossing HYDRAULIC ROUTING System Q Slope Pipe Ditch Contributing Drainage Areas Diameter Size No. cfs ftlft in 11 c 47.9 0.058 24 11 d, 12b(hatf of this flow) 12a 47.5 0.140 24 12b(half of this area) llb 11.1 0.093 24 1 to 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,11a,11d,12b,16b,17b 8d 26.2 0.005 Bioswale 7c,7e, 8c, 8i,9b,9d,10b,11a,11d,12b,16b,17b 8h 2.8 0.057 18 81 *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,10b,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,10b,11a,11d,12b 13i 106.9 0.009 54 10b,11a,11d,126 13k 106.5 0.021 54 11a,11d,12b 2c 6.5 0.005 24 2d 2a 8.8 0.019 24 2b, 2 d 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 1a 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 SPUTTER = 22.4+90.4=112.8' PARSONS March 2008 3 T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 1 T3 18" RCP SO 100.000 1075.240 1 R 175.900 1075.620 1 .013 SH 175.900 1075.620 1 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q 1.200 .0 1077.212 1080.910 .000 .000 0 WS FILE: SYSTEM1.WSW ***************** I Invert 1 Depth l Water I Q I Vel Vel Station I Elev I (FT). I Elev I (CFS) I (FPS) Head - 1- -I -I- -I- -I- -i- - L/Elem ICh Slope I I I I SF Ave ffi • W S P GW--CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 1 18" RCP Date:10-22-2007 Timei12:21:12 ***.****###********************************************************************************************** ******** Energy I Super ICriticallFlow ToplHeight/I Base Wti Grd.E1.I Elev I Depth I Width IDia.-FTlor I.D.I ZL - -I- -I- -I- -I- -I- -I - HF ISE.Dpthl.Froude NINorm Dp I "N" I X-Fa111 ZR I I 1 I I I I I I 1 I 100.000 1075.240 1.972 1077.212 1.20 .68 .01 1077.22 .00 .41 .00 1.500 .000 .00 - I- -I -I- -1- -I- -I- - - -I- -I- -I- -I- -I- -I- 75.900 .0050. .0001 .01 1.97 .00 .41 .013 .00 .00 I I I I I I I I I I I I 175.900 1075.620 1.602 1077.222 1.20 .68 .01 1077.23 .00 .41 .00 1.500 .000 .00 -1 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I -I- No Wth Prs/Pip Type Ch 1 PIPE 1 .o • SYSTEM 2 T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 2 T3 18" RCP SO 100.00 01078.780 1 R 182.600 1080.330 1 .013 JX 1084.239 1080.350 3 2 .013 2.300 R 1113.039 1080.490 3 .013 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 1081.713 1093.560 .000 .000 0 .0 .000 .000 .000 0 FILE: SYSTEM2.WSW Q W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number:.-- 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 2 18" RCP PAGE 1 Date:10-22-2007 Time:12:29:15 ************************************i******►**************************************************************************** ******.** I Invert. I Depth I Water 1 0 I Vel Vel 1 Energy I Super ICriticallFlow Top Height/ Base WtI 1No Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head 1 Grd.E1.1 Elev I Depth I Width Dia.-FT or I.D.I ZL IPrs/Pip. - I- -I- -I- -1- -1- -I- -I- -1- -I- -I- - -. - - -1- -1 L/Elem ICh Slope 1 f 1 I SF Ave! HF ISE DpthlFroude NlNorm Dp "N" X-Fa111" ZR IType Ch ********1*********1********1*********1*********1*******1*******1*********1*******1********1******** *,***** *******1***** 1******* I I 1 1 1 I 1 1 I 1 1 • 100.000 1078.780 2.933 1081.713 8.80 2.80 .12 1081.83 .00: 1.06 .00 2.000 .000 .00 1 -I- -I- -I- -1- -1- -1- -1- -1- -I- -I- - - - -- -1- 1- 54.083 .0188 .0015 .08 2.93 -.00 .73 .013 .00 .00 PIPE 1 I I 1 I 1 I 1 1 I I I. 154.083 1079.795 2.000 1081.795 -8.80 2.80 .12 1081.92 .00 1.06 .00 2.000 .000 .00 1 - 1- -I -1- -1- -1- -1- -1- -t -1- -1-. -1- - - -I- ( 9.949 .0188 .0014 .01 2.00 .00 .73 .013 .00 .00 PIPE 1 1 I I 1 I 1. 1 1 1 I I 164.032 1079.981 1.814 1081.796 8.80 2.94 .13 1081.93 .00 1.06 1.16 2.000 .000 .00 1 .0 -1- -1- -I- -I- -I- -I-. -I- -I- -1- I- 5.438 .0188 .0014 .01 1.81 .32 .73 .013 .00 .00 PIPE 1 1 I 1. 1 1 I is 1 1 I I 1 /69.470 1080.083 1.706 1081.790 8.80 3.08 .15 1081.94 .00 1.06 .1.42 2.000 .000 .00 1 .0 - 1- -I- -I- -I -I- -1- -1- -1- -1- -I- -1- -1- -I- 1- 4.239 .0188 .0015 .01 1.71 .38 .73 .013 .00 .00 PIPE 11 1 1 1 I 1 1 1 1 1 1 1 173.709 1080.163 1.618 1081.781 8.80 3.23 .16 1081.94 .00 1.06 1.57 2.000 .000 .00 1 - 1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -► -I- I 3.606 .0188 .0016 .01. 1.62 .43. .73 .013 .00 .00 PIPE 1 1 1 1 1 I 1 I . 1 I 1 I 1 177.315 1080.231 1.540 1081.771 8.80 3.39 .18- 1081.95 .00 1.06 1.68 2.000 .000 .00 1 .0 -I -1- -1- -I- -1- -1- -1- -1- -1- -I- -I -1- -I- 1-. 3.077 .0188 .0018 01 1.54 .48 .73 .013 .00 .00 PIPE I I 1 1 1 I I 1 1 1 I I 1 180.392 1080.288 1.470 1081.759 8.80 3.55 .20 1081.95 .00 1.06 1.77 2.000 .000 .00 1 .0 -1- -1 -1- -1- -1- -1- -1- -I- -I- -1- -1- -1- -I- 1- 2.208 .0188 .0020 .00 1.47 .53 .73 .013 .00 .00 PIPE 1 I 1 1 i 1 1 I 1 182.600 1080.330 1.417 1081.747 8.80 . 3.70 .21 1081.96 .00 1.06 1.82 2.000 .000 .00. 1 .0 -I- -1- -1- -I- -1- -I- -1- -1- -1-7 -1- -1- -1- -1- 1- JUNCT STR .0000 .0015 1.31 1.42- .57 .013 .00 .00 PIPE 1 1 1 1 1 1 I. 1. I 1 I 1 I 1084.239 1080.350 2.927 1083.277 6.50 2.07 .07 1083.34 .00 .90 .00 2.000 .000 .00 1 .0 -I- -1- -I- -1- -I- -I- -I- -1- -I- -I- -1- -1- -1- 1- 28.800 .0049 .0008 .02 2.93 .00 .89 .013 .00 .00- PIPE -I- -I- -1- -1- -1- -I- -1- -1- -1- -1- -1- -1- -1- I 1113.039 1080.490 2.811 1083.301 6.50 2.07 .07 1083.37 .00 .90 .00 2.000 .000 .00 1 .0 • SYSTEM 3 T1 CYPRESS BRIDGE WIDENING _T2 DRAINAGE SYSTEM 3 T3 24" RCP SO 100.000 1075.250 1 1077.212 R 149.800 1076.310 1 .013 .000 36.500 0 JX 152.800 1076.330 3 2 .013 .900 1081.480 .0 .000 R 427.700 1078.760 3 .013 .000 .000 0 JX 430.700 1078..780 6 4 5.013 8.800 2.200 1078.780 1092.880`-90.0 .0 .000 R 458.000` 1078.920 6 .013 .000 .90.000 0 SH 458.000 1078.920 6 1083.170 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 CD 4 4 1 .000 1.500 .000 .000 000 .00 CD 5 4 1 .000 2.000 .000 .000 .000 .00 CD 6 4 1 .000 2.000 .000 .000 .000 .00 Q 9.400 .0 FILE: SYSTEM3.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 3 24" RCP Date:10-22-2007 PAGE 1 Time:12:22:51 I Invert 1 Depth I Water I Q I Vel. Vel I Energy_) Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station 1 Elev 1 (FT) I Elev I (CFS) I (FPS) Head I Grd.EI.l Elev 1 Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -1- -I- -I- -I- -I- -I- -I L/Elem ICh Slope A I .0172 .10 1.25 1.77 1.17 .013 .00 .00 PIPE I I I I I I 1 I I I I 1 • 1 106,060- 1075.379 1.259 1076.638 - 21.30 10.22 1.62 1078.26 .00 1.65 1.93 2.000 .000 .00 1 -I- -I- -I- -I- -I- -I- -I- -I -I- -I- -I- -I- I 1- 17.939 .0213 .0160 .29 1.26 1.73 1.17 .013 , .00 .00 PIPE I I I I 1 1 .1 I 1 1 I 1 i 123.999 1075.761 1.312 1077.073 21.30 9.74 1.47 1078.55 .00 1.65 1.90 2.000 .000 .00 1 0 -I- -I- -1- -I- -1- -I- -I- -I- -I- -I- -1-• -1- -I- I- 10.931 .0213 .0142 .16 1.31 1.60 1.17 .013 .00 .00 PIPE I I I I I I I 1 I, I 1 I I 134.930 1075.994 1.369 1077.363 21.30 9.29 1.34 1078.70 .00 1.65 1.86. 2.000 .000 .00 1 0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I -I- I- 7.076 .0213 .0127 .09 1.37 1.47 1.17 .013.00 .00 PIPE I I I 1 1 1 I 1 I I I I I 142.006 1076.144 1.430 1077.574 21.30 8.86 1.22 1078.79 .00 1.65 1.81 2.000 .000 .00 1 .0 -I- -1- -1- -I- -I- -I- -I- -I- -I- -I- -I- I- -I- i- .0113 .05 1.43 1.35 1.17 .013 .00 .00 PIPE l I I I 1 I I I I 146.507 1076.240 1.496 1077.736 21.30 8.45 -I -I- -I- -I- -I- -1- 2.495 .0213 I. I I 1 1 149.002 1076.293 1.569 1077.862 21.30 8.05 - -I- -1 -I- -I- -I- -1- .798 .0213 I I I I 149.800 1076.310 1.652 1077.962 21.30 -I- -I- -I- -I- -I- JUNCT STR .0066 1 I 1 I 152.800 1076.330 1.979 1078.309 20.40 I SF Avel HF ISE DpthlFroude NlNorm DpI "N" I X-Fall! ZR IType Ch ******1*********!********1*********1******** **1*******1*******1*********1*******1********1*******1***#***1**#****1***** l******* I I I I 1. I I 1 I I i 1 I 100.000 1075.250 .-1.247 1076.497- 21.30 10.34 1.66 1078.16 .00 1.65 1.94 2.000 .000 -'.00 1' -I- -I- -I- -I- -I- -I- -I- - -I- -I- -I- -I- -I- -I- I- 6.060 .0213. 4.501 .0213 -l- 67.555 .0088 i 1.11. 1078.84 .00. 1.65 1.74 2.000 .000 .00 1 .0 -I- -1- -I- -I- -I- -I- -1- 1- .0102 - .03 1.50 1.24. 1.17 .013 -.00 .00 PIPE I. I I 1 I - I I 1.01 1078.87 .00 1.65 1.64 2.000 .000 .00 1 -1- -1- -1- -I- -I- -I- -1 - 1- .0092 .01 - 1.57 1.12 1.17 -- .013 -.00 .00 PIPE I I ! i ) 1 II - 7.67 .91 1078.88 .00 1.65 1.52 2.000 .000 .00 1 -I- -I- -I- -I- -I- -I -I- - -I- I- .0081 .02 1.65 1.00 .013 - - .00 - .00 PIPE I I I I I I 6.50 .66 1078.97 .00 1.62 .40 2.000 .000 .00 1 .0 -I- -I -1 -I- - -I- -I- -I- -1- I- .0073 .49 1.98 .41 1.57 .013 - .00 .00 PIPE W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 3 24" RCP *****r****************ti******titre*******irk*********i**************************************************irl******i********* ******** I Invert I Depth 1 Water 1 Q I Vel Vel I Energy I Super (Critical Station 1- Elev 1 (FT) I Elev I (CFS) 1 (FPS) Head I Grd.E1.I Elev I Depth -1 -1 -I- -I- -I- -I- -I- -I- -I- - L/Elem ICh Slope 1 I I I SF Ave! .HF (SE DpthlFroude N ******t**1*********1********1*********I*********I*******1e******1*********1*******1******** FILE: SYSTEM3.WSW Date:10-22-2007 Time:12:22:51 Flow ToplHeight/(Base Wtl INo Wth Width IDia.-FTIor I.D.I ZL IPrs/Pip - -I- -I- -I- -1 Norm Dp 1 "N" I X-Fa11i ZR (Type Ch ********I*******1*******I***** I******* 1 1 1 1 1 I 1 1 I 1 I I 220.355 1076.927 1.810 1078.737 20.40 6.82 .72 .079.46 .00 1.62 1.17 2.000 .000 .00 1 -I- -I- -I- -I- -I- -1- -I- -1 -I- -I- _ -I- -I- -1- I- 23.795 .0088 .0074 .18 1.81 .75 1.57 .013 .00 .00 PIPE 1 I I 1 1 I I 1 1 I 1 1 244.151 1077.137 1.703 1078.841 20.40 7.16 .801079.64 .00' 1.62 1.42 2.000 .000 .00 1 .0 -1 -i -1- -I- -I- -1- -I- -I- -I- -I- -I- -I-.. -I- I- 5.796 .0088 .0080 .05 1.70 .89 1.57 .013 .00 .00 PIPE I I 1 ) I 1 1 I I I I 1 1 249.946 1077.189 1.620 1078;809 20.40 7.48 .87 1079.68 .00 1.62 1.57 2.000 .000 .00 1 .0 -1 -1- -I- -I- -I- -I- -I -1 -I- -1- -I- -I- -I- I HYDRAULIC JUMP I 1 I 1 1 1 I I 1 1 I 1 249.946 1077.189 1.570 1078.759 20.40 7.71 .92 1079.68 .00 1.62 1.64 - 2.000 .000 .00 1 .0 - 1- -1- -I- -I- -I- -I- -1- -I- -I- • -I- -I- -I- -I- 1- 163.932 .0088 .0088 1.45 1.57 1.07 1.57 .013 .00 .00 PIPE I. 1 I 1 I 1 1 1 1 1 1 1 1 413.878 1078.638 1.570 1080.208 20.40 7.71 .92 1081.13 .00, 1.62 1.64 2.000 .000 .00 1 .0 -1 -I- -1- -I- -I- -I- -I- -I- -I- -I- -1 -I- -I- I- 13.822 .0088 .0086 .12 1.57 1.07 1.57 .013 .00 .00 PIPE 1 I. I 1 1 1 1 1 I 1 I 1 427.700 1078.760 1.620 1080.380 20.4.0 7.48 .87 1081.25 .00 1.62 1.57. 2.000 .000 .00. 1 0 - I- -1- -I- -I- -I- -1- -I- -I- -I- -I- -1- -I- -I- 1- JUNCT STR .0067 .0050 .02 1.62 1.00 .013 .00 .00 PIPE 1 I 1 1 1 I 1 I 1 - I 1 . I 1 430.700 1078.780 2.933 1081.713'. 9.40 2.99 .14 1081.85 .00 1.10 .00 2.000 .000 .00 1 0 -1 -1= -I-' -I- -1- -1 -1- -1- -1- -I- -I- -I- -I- I- 27.300 0051 .0017 05 2.93 .00 1.09 .013 .00 .00 PIPE 1 1 1 1 I 1 1 I I I 1 1 458.000 1078.920 2.882 1081.802 9.40 2.99 .14 1081.94 .00 1.10 .00 2.000 .000 .00 1 .0 -I- -I- -I- -1- -I- -I- -I- -I- -I- -I- -I- -I- -1 I- Ti CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 4 T3 24" RCP SO 100.000 1073.890 1 is 125.800 1074.020 1 .013 JX 128.800 1074.040 3 2 .013 R 197.700 1074.380 3 .013 SH 197.700 1074.380 3 1074.380 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 1.000 .0 .600 1077.380 1079.200 .000 .000 0 .0 .000 .000 .000 0 FILE: SYSTEM4.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 4 24" RCP PAGE Date:10-18-2007 Time:11: 3:22 I Invert I Depth I Water ► Q 1 Vel Vel 1 Energy 1 Super ICriticallFlow TopfHeight/!Base Wtl No Wth Station 1 Elev I -:(FT) .1 Elev I (CFS) I (FPS) Head I 'Grd.E1.I Elev f Depth I Width IDia.-FTfor I.D.I ZL Prs/Pip -I-- -I- -I- -I- -I- -I- -I- -I-- L/Elem ICh Slope l 1 l 1 SF Avel HF ISE DpthlFroude NlNorm Dp I "N" I X-Fallf ZR Type Ch I I I I I 1 I 1 I 1 1 100.000 1073.890 3.490 1077.380 1.60 .51 .00 1077.38 .00 .44 .00 2.000 .000 .00 1 .0 -I- -1- -1- -1- -1- -I -I- -I- -1- -I -1- -1- -I- - 25.800 .0050 .0001 .00 3.49' .00 .43 .013 .00 .00 PIPE I 1 1 I I I 1 I I 1 I I 125.800 1074.020 3.361 1077.381 1.60 .51 .00 1077.39 .00 .44 .00 2.000 .000 .00 1 0 -I- -1- -1- -I- -1- -1- -I- -1- -1- -1- -1- -1- -f- JUNCT STR .0067 .0000 .00 3.36 .00 .013 .00 .00 I I 1 I I I I 1 1 1• 1 1 128.800 1074.040 3.346 1077.386 1.00 .32 .00 1077.39 .00 .34 .00 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -1- -1= -1- -I- -I- -1- 1 - 68.900 .0049 .0000 .00 -3.35 .00 .34 .013 .00 .00 1 I 1 I I- I 1 I I I I 1 197.700 1074.380 3.008 1077.388 1.00. .32 .00 1077.39 .00 _ .34 .00 2.000 .000 .00 1 -I- - -I- - -I -I- -I- -I -1- -I-� -I- -I - -I -I -I- 1- PIPE PIPE .0 • T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 6b T3 18" RCP SO 100.000 1094.220 R 125.300 1094.350 1 .013 SH 125.300 1094.350 1 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q .900 0 1099.145 1095.850 .000 .000.0 FILE: SYSTEM6b.WSW W S.P G W - CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 6b 18" RCP PAGE Date:10-18-2007 Time: 4:44:23 *************************************************************************►***************************************** ******** I Invert I` Depth 1 Water ) Q I Vel Vel I Energy I Super ICriticallFlow TpplHeight/IBase WtI INo Wth Station I E'en I (FT) I -Elev I (CFS) I (FPS) Head I Grd.E1.I Elev I Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip -I- -I- -I- -I -I- -1- - -17 -1- -1 -I 1- _ -I L/Elem ICh Slope I I I I SF Avel- : HE' ISE DpthlFroude NINorm Dp I "N"` I X-Falll ZR IType Ch *******#*1*********I*****#*4,1*#*******1*********1*******1*******1*********1+*****:#I*******#1*****.****{#***4 ******I1*******1.1*****# 1 I. I I I I I I 1 1 € I I 100.000. 1094-.220 4.925 1099..145- -.90• .51 .00 1099.15 .00' .35 .00 -1.500 .000 --.00 1 -I- -I -I- -I- -1 25.300 '.:.0051_ .0001 .00 -. 4.93: .00 35 .O13:_ .O0- .00 . PIPE IIII I I I I I I I I I 125.300 1094.350 4..-797 1099.147 .90 .51 .00 1099.15 .00 .35 .00 1..500 .000 .00 1 -I- -I- -I- - -I- -1- -I- -I- -I- -I- -I- -1 -I-: -1- 1- -l- -I- Ti CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 6c T3 24" RCP SO 100.000 1094.220 1 R. 105.300 1094.250 1 .013 SH 105.300 1094.250 1 1096.240 CD 1 4 1 .000 2.000 .000 .000 .000 .00 27.100 .0 1099.145 .000 .000 0 a FILE: system6c.WSW . .W S P G W - CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 6c 24" RCP ***********************************************t***************************k*********•************+*************r******** ******** I Invert I Depth I Water I Q I Vel Vel I Energy I Super CriticallFlow ToplHeight/IBase WtI INo Wth Station I Elev 1 (FT) I Elev I (CFS) I (FPS) Head I Grd.E1_I Elev Depth 1 Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -I- - - -I- -I•- -I- -I- -I L/Elem 'ICh Sloped I I I SF Ave' HF ISE Dpth Froude NINorm Dp i "N" I X-Fa111 ZR IType Ch ****t****1*****t***1********1t**t***t*1**.******1****t**1**t****1*********1t**************1*******-*1*******I*******I***** 1******-* I 1 I I I ( I I I 1 1 1 100.000 1094.220 4.925 1099.145 27.10 8.631.16 -1100.30 .00 1.81 ..00 2.000 .000 00 " 1 .0 - I- -I- -I- -1 -1- -I- -I- -I- - -I -I- -1- -I- I- 5.300 .0057 .0144 .08 - 4.93 .00 2.00 .013' .00 .00 PIPE I I I I I I I I I 1 I '. 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 - I- -I-. -I- -I- -I- -I- -I- -I - - - -1- -I- -I- -I- 1- Date:11-20-2007 PAGE 1 Time: 2:30:27 ff T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 7 T3 18"'RCP SO 100.000 1101.710 R 105.000 1101.710 1 R 127.300 1106.330 1 JX 130.300 1106.350 4 2 R 203.500 1108.730 4 SH 203.500 1108.730 4 CD 1 4 1 .000 1.500 CD 2 4 1 .000 .667 CD 3 4 1 .000 2.000 CD 4 4 1 .000 1.500 Q .800 .0 1101.953 .013 .000 .000 0 .013 .000 .000 0 3.013 1.400 .800 1106.340 1113.730 90.0 .0 .000 .013 .000 1110.230 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 0 FILE: SYSTEM7.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: .1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 7 18" RCP Date:.10-19-2007 PAGE 1 Time:12:52:58 *******************************************************-******************************************************************♦ ******** 1 Invert I Depth I Water I Q Tel Vel 1 Energy I Super ICriticallFlow ToplHeight/)Base WtI Station I Elev 1 (FT) 1 Elev 1 (CFS) (FPS) Head I Grd.E1.I Elev I Depth I Width IDia.-FTlor I.D.I ZL - 1 -I- -I -I- - - -I -I- -I- -I- -I- -I- -I- -I- - L/Elem -ICh Slope I 1 1 SF Ave' HF ISE DpthlFroude N[Norm Dp 1 "N" I X-Falll ZR *********I*********I********I*********I****************1*******I*********I*******1********1********I*******I*******If**** 1 1 1 1 1 1 1 I 1 1 1 - 100.000 1101.710 .295 1102.005 3.00 12.20 2.31 1104.32 .00 .66 1.19 1.500 .000 .00 1 .0. - I- -I- -I- _I- - -1- -I- -1- -I- -I- -1- -1- -I- - 1.523 .0000 .1203 .18 .30 4.73 .00. .013 .00 .00 PIPE I I 1 I 1 1 I I I 1 1 I 101.523 1101.710 .287 1101.997 3.00 12.70 2.50 1104.50 .00 .66 1.18. 1.500 .000. .00 1 .0 - I- -I- -I- -I- - - -1- -I- -I- -I- -I- -I- -I- -1 I- 1.765 .0000 .1362 .24 .29 5.00 .00 .013 .00 . .00 PIPE 1 I I I I I I I I I I I 103.288 1101.710 .277 1101.987 3.00 13.32 2.75 1104.74. .00 .66 1.16 1.500 .000 .00 1 .0 - I- -1 -I- -I- -I- _ -I- -I- -I -I- -I- -I- -I- 1- 1.712 0000 .1559 .27 .28 5.34 .00 .013 .00 .00 PIPE 1 1 I 1 I I 1 I 1 I I 1 I 105.000 1101.710 .269 1101.979 3.00 13.97 3.03 1105.01 .00 .66 1.15 1.500 .000 .00 1 0 -I- -I -1 -I- -I- -I -1- -1- -1- -1- -1- -I- -I- 1- .382 .2072 .1653 .06 .27 5.70 .25 .013 .00 .00 PIPE I I 1 I I I I I I I I I I 105.382 1101.789 .269 1102.058 3.00 13.90 3.00 1105.06 .00 .66 1.15 1.500 .000 .00 1 .0 -I- -I- -1- -I- -I- -I- -I- -I- -I- -1- -1- -I- -I- 1- 4.935 .2072 .1537- .76 .27' 566 .25 - .013 .00 .00 PIPE I 1. 1 1. 110.317 1102.811 .278. 1103.089 3.00 13.25 2.73 1105.82 .00 .66 1.17 1.500 .000.00 1 .0 -I- -I- -1- -I- -1- -1- -1- -I- -I- -I- -I- -I -1- 1- 3.269 .2072 .1344 .44 .28 5.30 .25 .013 .00 .00 PIPE I I I ". 1 I 1 1 I I 1 I 1 I 113.585 1103.489 .288 1103.777 3.00 12.64 2.48 1106.26 .00 .66 1.18 1.500 .000 .00 1 .0 - I- -1- -I- -I- -I- -1 -1- -1- -I -1- -1- -I- -I- 1- 2.411 .2072 .1174 .28- .29 4.97 .25 .013 .00 .00 PIPE 1 I 1 1 I I I I I I 1 115.996 1103.988 .297 1104.285 3.00 12.05 2.25 1106.54 .00 .66 1.20 - 1.500 .000 .00 1 .0 - I- -I- -1- -I- -1- -I- -I- -1- -I -I- -I- -I- -I- I- 1.862 .2072 1025 .19 .30 4.65 .25 .013 .00 .00 PIPE 1 I I I I I I I I I I I I 117.858 1104.374 .307 1104.681 3.00 11.49 . 2.05 1106.73 .00 .66 1.21 1.500 .000 .00 1 0 -I- -I- -I- -I- -I- -1- -I- -I- -I- -I- -I- -1- -I- I- 1.491- .2072 0896 .13 .31 4.36 .25 .013 .00 .00 PIPE No Wth Prs/Pip Type Ch ******* FILE: SYSTEM7.WSW a • W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 7 18" RCP I Invert. I Depth 1 Water 1 Q Station 1 Elev 1 (FT) 1 Elev 1 (CFS) -I- -I- -I- -1- - L/Elem ICh Slope I I 1 1 I I .119.349 1104.682 .318 1105:001 3:00 -I- -1- -I- -1- 1.230 .2072 1 1 1 1 I' I I I 1 I I 120.578 1104.937 .329 1105.266 3.00 10.44 1.69 1106.96 .00 .66 1.24 1.500 .000 .00 1 .0 -I- -1- -I- -I -I- -I- -1- -I -1- -1- -1- -1- -1- I- 1.031 .2072. .0685 .07 .33 3.83 .25 .013 .00 .00 PIPE 1 I 1 I I I I I I I I - I 121.609 1105.151 .340 1105.491 3.00 9.96 1.54 1107.03 .00 .66 1.26 1.500 .000 .00 1 .0 -1- -1- -1- -1- -1- -I- -1- -I- -1- -1- -I- -1- -I- 1- .869 .2072 .0599 .05 .34 3.58 .25- .013 .00 .00 PIPE 1 I I I 1 1 1 I I 1 I 1 122.478 1105.331 .352 1105.683 3.00 9.49 1.40 1107.08 .00 .66 1.27. 1.500 .000. .00 1 .0 -I -I- -1- -I- -1- -1- -I- -1- -1- -I- -I- -I- -1- . 1- .745 .2072 .0524 .04 .35 3.36 .25 .013 .00 .00 PIPE I 1 I 1 1 1 1 1 I I 1 1 123.223 1105.485 .364 1105.849 3.00 9.05 1.27 1107.12 .00 .66 1.29 1.500 .000 .00 1 .0 -I- -I- -I- -I- . -I- -I- -I- -1- -1- -I- -I- -I- =1- 1- .642 .2072 .0458 .03 .36 3.14 .25 .013 .00 .00 PIPE 1 1 1 1 I I 1 I 123.865 1105.618 .376 1105.994 3.00. 8.63 1.16 1107.15 .00 .66 1.30 1.500 .000 .00 1 .0 Date:10-19-2007 Time:12:52:58 Base Wtl INo Wth or I:D.I ZL IPrs/Pip - -I- -1 X-Fa111 ZR (Type Ch *******1***** I******* Vel Vel I Energy 1 Super ICriticallFlow ToplHeight/ (FPS) Head I Grd.E1.1 Elev I - Depth 1 Width IDia.-FT - -I- -I- -I- -1- -I- -1- - SF Ave! HF ISE DpthlFroude NINorm Dp I "N" 1 I,. I I I 10.95 1.86.1:106.86 .00 :66 1.23 1.500 -1- -1- -1- -1- -1- -1- - .0784 . .10 .32 4.08. .25 .013 1 .000 .00 ., - -1- i- .00 .00 PIPE -1- -1- -I- -1- -1- -I- -1- -1- -I- -1- -1- -1 -1- 1- .551 .2072 .0400 .02 .38 ' 2.94 .25 .013 .00 .00 PIPE ( I I I I I I - 1 I 1 1 1 I 124.417 1105.733 .389 1106.12.2 3.00 8.23 1.05. 1107.17 .00 .66 1.31 1.500 000 .00 1 .0 -I- -1- -1 -1- -1- -1- -1- -1 -1- -1- -I- -1- -I 1- .474 .2072 .0350 .02 .39 2.75 .25 .013 .00 .00 PIPE I I -. I I I 1 1 1 I 1 - I 1 1 124.891 1105.831 .403 1106.234 3.00 7.85 .96 1107.19 .00 .66 1.33 1.500 .000 .00 1 .0 -1- -1- -I- -I- -1- -1- -I- -I- -1- -I- -I- -I -1- 1- .419 .2072. 1 I I I I 125.309 1105.918 .416 1106.334 3.00 -1 -1= .355 .2072 -1- .0306 - .01 .40 2.58 .25 .013 .00` ..00. PIPE 1 I 1 1 I 1 1 I 7.48 .87 1107.20 .00 .66 1.34 1.500 .000 .00 - 1 .0 -1- -I- -I .I- -( -1- -I- -I- 1- .0268 .01 .42 -2.41 .25 .013 .00 .00 PIPE a es FILE: SYSTEM7.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 7 18" RCP PAGE 3 Date:10-19-2007 Time:12:52:58 ******•******************************************************************************************************************** ******** I Invert I Depth I Water I Q I Vel Vel 1 Energy I Super ICriticalIFlow Top Height/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) 1 (FPS) Head I GId.E1.1 Elev I Depth I Width Dia.-FTIor I.D.I ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- - - -I- -I- -I L/Elem ICh Slope I I 1 1 SF Ave( HF ISE DpthlFroude N►Norm Dp "N" I X-Fa11I- ZR IType Ch *********I*********{********1*********1*********{*******1*******1I*********{*******1********1******** *******I*******I***** 1******* 1 I 1 I 1 I1 1 1 1 1 I 125.664 1105.991 431=1106.422 3.00 7.13 .79 1107.21 .00 .66 1.36 1.500 .000 .00 1 0 -I- -1- -I- -I- -I- -I- -I- -I- -I- -I- - - -I- -I- 1- .309 .2072 .0235 .01 .43 2.26 .25 .013 .00 .00 PIPE I. I I 1 I I I I I 1 I 1 125.974 1106.055 .446 1106.501 3.00 6.80 .72 1107.22 .00 .66 1.37 1.500 .000 .00 1 .0 -1- -I- -I- -I- -I- -I- -I- -1 -I- -(- - -I- -I- 1 .264 .2072 .0205 .01 .45 2.11 .25 .013 .00 .00 PIPE 1 I I I I I•. I• I I I I ( 126.238 1106.110 .462 1106.572 3.00 6.48 .65 1107.22 .00 .66 1.39 1.500 .000 .00 1 .0 - I- -I- -I- -1 -1- -I- -I- -I- -i- -I- - - -I- -1- 1- .229 .2072 .0180 .00 .46 1.9B .25 .013 .00.00 PIPE ( I 1 1 I I I I I I 1 126.467 1106.157 .478 1106.635 3.00 6.18 .59 1107.23 .00 .66 1.40 1.500 .000. .00 1 .0 - I- -I- -I- -I- -I- -1- -I- -I- -I- -I- -I- -I- -I- 1 .193 .2072 .0158 .00 .48 1.85 .25 .013 .00 .00 PIPE 1 1 I I 1 1 1 I 1 126.660 1106.197 .495 1106.693 3.00 5.90 .54 1107.23 .00 .66 1.41 1.500 .000 .00 1 0 - I- -I- -I- -I- -I- -I- -I- -1- -I- -I- -I- -I- -I- I- .166 .2072 .0138 .00. .50 1.73 .25 .013 .00 .00 PIPE I I I I I 1 I I ( I I I I 126.826 1106.232 .512 1106.744 3.00 5.62 .49 1107.23 .00 .66 1.42 1.500 .000 .00 1 0 -I- -1- -I- -I- -I- -I- -I- -I- -I- -I'- _{_ -I- -I- I- .136 .2072 .0121 .00 .51 1.62 .25 .013. .00 .00 PIPE. 1 1 I I 1 I I I 1 I { 1 1 126.962 1106.260 .530 1106.790 3.00 5.36 .45 1107.24 .00 .66 1.43 1.500 .000 .00 1 .0 -1• -I- _ -I- -I- -I- -I- -I- _ -I- -I- -I- -I- -I- -1- I- .2072 .0106 .00 .53 1-.51 .110 .25 .013 .00 .00 PIPE I. I I I I I 1 I I I I I I 127..072 1106.283 .549 1106.832 3.00 5.11 .41 1107.24 .00 .66 1.45 1.500 .000 .00 1 :0 - I- -I- -I- -1- -I- -I- -I- -I- -I- -I- -1 -1- -I- 1-` .085 .2072 .0093 .00- .55 1.41 .25 .013 .00 .00 PIPE 1 I 1 I I I 1 I I I I I I 127.157 1106.300 .569 1106.869 3.00 4.87 .37 1107.24 .00 .66 1.46 1.500 .000 .00 1 .0' -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- .063 .2072 .0082. .00 .57 1.32 .25 .013 .00 .00 PIPE • FILE: SYSTEM7..WSW_ W S P G W CIVILDESIGN Version 12.99 Program Package Serial Number:' 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 7 18" RCP ******i.******************************************************************************************************************* ********. ( Invert 1 Depth I Water I 4 Station I Elev ( (FT) I Elev I (CFS) -I- -I- -I- -I- - L/Elem ICh Slope I I Vel Vel I Energy I Super ICriticalIFlow TopIHeight/IBase Wtl INo Wth (FPS) Head l Grd.E1.I Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip - -I- -1- -1- -I- -I- -I- -I- -I- -! SF Avel- HF ISE DpthlFroude NlNorm Dp I "N" I X-Fail) ZR (Type Ch *******I*******I*********I*******I********I********I*******I*******I***** I******* I I . I I I _ 1 1. I I I I I. 127.220 1106.313 .590 1106.903 3.00. 4.65 ..34 1107.24 .00 .66 1.47 1.500 .000 .00 1 -.0 - I -I- -I i - - -I- . -I- -I- -I- I -I -1 -I- I_ .047 - .2072 .0072 .00 .59 1.23 .25 .013 .00 .00 PIPE I I I I I I 1 I 1 . 1 I 1 127.267 1106.323 .611 1106.934 3.00 • "4.43 .30 1107.24_ .00 .66 1.47 1.500 .000 .00 1 .0 - I- -1- -I- -I- -1- -I- -I- -I- -I- -I- -I- -I- -I-: 1- .023 .2072 .0063 .00 .61 1.15 .25 .013 .00 .00 PIPE I- I 1 1 1 I . I I I I 1 1 1 127.291 1106.328 .634 1106.962 3.00 4.22 .28 1107.24 .00 .66 1.48 1.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I -1 -I- -I- -1 -1- -I- -I-1 .009 .2072 0055 ..00; .63 1.07 .25 .013 .00 .00 PIPE . 1 I I 1 I I I I I I 1 I 1 127.300 1106.330 .658 1106.988 3 00 4.02 .25 1107.24 .00 • .66 1.49 1.500 .000 .00 1 .0 - 1- -I- -1-_' -I- I- -I- -I- -1- -1- -I-• -I- -I- -I- 1- JUNCT STR • .0067 .0026 .01 .66 1.00 -.013 .00 .00 PIPE I 1 1 1 1 I I 1 I I .I I I 130.300- 1106.350 1.004 1107.354 .80 .64 .01 1107.36 .00 .33 1.41 1.500 .000 .00 1 :0 -I- -1 -I- -I- -I -I -I- -1_ -I- -1- -I- -I- -I .0001 .00 1.00 .12 .21 .013 _ .00 .00 PIPE I I I I I I I I I 1 ,I I 131.545 1106.391 .963 1107.354 - .80 .67 .01 1107.36 .00 .33 1.44 1.500 .000 .00 . 1 .0 -1- -I- -I- -I- -I- -I- -I -I- -I- -I- -I- -I- -1- 1- 1.182. .0325 _ .0001 _00- .96 _13 .21 .013 , .00 .00 PIPE I I I 1 I I 1 I 1 I 1 I I 132.728` 1106.429 .924 1107.353 .80 .70 .01 1107.36 .00 .33 1.46 1.500 - .000 .00 1 0 -I- -I-= -I- -I- -I-. -I- -I- -I- -I- 1- 1.088 -.0325 .0001 .00 . .92 .14 .21 . .013 .00 :00 PIPE I 1 I I I I I I I I I I I 133.816 1106.464 .888 1107.352 :80 .73 .01 1107.36 .00 .33 1.47 1.500 .000 .00 1 .0 -I- -I- -I- -I- - -I- -I- -I- -I -I- -1- -I- -I- -I- I- 1.024 .0325 .0001 .00 .89 .15 .21 .013 .00 .00 PIPE I I I I 1 I I I 1 1 1 I 134.840 1106.498 .854 1107.352 .80 .77 .01 1107.36 .00 ..33 1.49 1.500 .000 .00 1 .0 - I -1- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 1.245 .0325 Date:10-19-2007 PAGE 4 Time:12:52:58 .992 .0325 .0002 .00 .85 .16 .21 .013 .00 .00 'PIPE FILE: SYSTEM7.WSW W S P G W- CIVILDESIGN Version-12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 7 18" RCP Date:10-19-2007 PAGE 5 Time:12:52:58 I Invert I Depth I Water I Q I Vel Vel I Energy 1 Super ICritica11F1ow Top Height/!Base Wt INo Wth Station I Elev 1 (FT) I Elev I (CFS) 1 (FPS) Head 1 Grd.E1.1 Elev I Depth I Width Dia.-FTIor I.D. ZL IPrs/Pip - I- -1- -I- -1- -1- -1- -I- -1- -1- -1- - -l- - - -( L/Elem ICh Slope I 1 I 1.. SF Ave' HF ISE DpthlFroude NlNorm Dp "N" I X-Fall ZR (Type Ch *********1*********1********1*********1*********1*******1*******I*,*******1*******1********1******** *******1******* ***** 1******* 1 I 1 I 1 I I 1 -1 I 135.832 1106.530 .821 1107.351 .80 .81 .01 1107.36 .00 .33 1.49 1.500 .000 .00 1 .0 -I -1- -I- -I- -I- -1- -1 -1- _1 _ -1- - - -1 -1- 1- .928 .0325 .0002 .00 .82 .17 .21 .013 .00 .00 PIPE I 1 1 1 1 I I 1 1 I I 1 136.759 1106.560 .790 1107.350 .80 .85 .01 1107.36 , .00 .33 1.50 1.500 .000 .00 1 0 -1- -1- -I- -1- -I- -1- -1- -1- -1- -1- - - -1- -1- 1- .863 - .0325 .0002 .00 .79 .19 .21 .013 .00 .00 PIPE I 1 I 1 I I 1 1 1 I 1 1 137.622 1106.588 .761 1107.349 .80 .89 .01 1107.36 .00 .33 1.50 1.500 .000 .00 1 .0 -1- -1- -I- -1- -1- -I- -1- -1- -1- -1- - -1- -I- 1- .829 .0325 .0002 .00 .76' .20 .21 .013 .00 .00 PIPE 1 1 1 1 1 1 i_ I I ( I I 138.452 1106.615 .733 1107.348 .80 .93 .01 1107.36 .00 .33 ' 1.50 1.500 .000 .00 1 .0 - 1- -1- -1- -1 -1- -1- -I- -I- -1- -1- - -I- -I- 1 .796 .0325 .0003 .00 .73 .22 .21 .013 .00 .00 PIPE I 1 I 1 1 1 1 I I 1 1 1 139.247 1106.641 .706 1107.347 .80 .98 .01 1107.36 .00 .33 1.50 1.500 .000 :00 1 0 . -1- -1- _1- _1- .. -1- -1- -1- -t- -I- -I- - - -1 -1- 1- .730 .0325 - .0003 .00 .71 .23 .21 .013 .00 .00 PIPE 1 1 1 I I 1 I 1 1 I 1 139.977 1106.665 .681 1107.346 .80 1.02 .02 1107.36 .00 .33 1.49 1.500 .000 .00 1 .0 - 1- -I- -1- -1- -1- -I- -1- -I- -1- -1- - -1- -1- 1- .726 .0325 .0003 .00 .68 .25 .21 .013 .00 .00 PIPE 1 1 1 1 1 i. 1 I 1 1 I 1 140.704 1106.688 .656 1107.344 .80 1.07 .02 1107.36 .00 .33 1.49 1.500 .000 .00 1 0 - 1- 1- -1- 1 -I- -I- -I- -1- -1 -1- - - -1- -I- .660 .0325 .0004 .00 .66 .27 .21 ..013 .00 .00 PIPE I 1 1 1 1 1 1 1 1 1 1 141.364 1106.710 .633 1107.343 .80 1.13 .02 1107.36 .00 .33 1.46 1.500 .000 .00 1 0 -I- -1- -I- -I- -1- -I- -I- -I- -1- -1- - -1 -1- 1 .625 .0325 .0004 .00 .63 .29 .21 .013 .00 .00 PIPE I 1 1 1 1 1 1 1 I 1 I I 141.989 1106.730: .611 1107.341 .80 1.18 .02 1107.36 .00 .33 1.47 1.500 .000 .00 1 .0 -1- -I- -.( -I- -1- -1- -I- -1- -I- -1- -I- -I- -1- 1- .620 .0325 .0005 .00 .61 .31 .21 .013 .00 .00. PIPE FILE: SYSTEM7.WSW W S P G W- CIVILDESIGN Version 12.99•. Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 7 18" RCP I Invert 1 Depth I Water Q 1 Vel Vel I Energy I Super (CriticallFlow Top(Height/IBase WtI INo Wth Station'I Elev 1 (FT) I Elev (CFS) I (FPS) Head I Grd.E1.I Elev 1 Depth I Width (Dia.-FTIor I.D.I ZL IPrs/Pip -1- -1- -1-. - -I -I- -I- -1 -I- -I- -1- -I- -1- -1 L/Elem ,(Ch Slope I 1 1 SF Ave! HF ISE DpthlFronde NINorm Dp 1 "N" 1 X-Fall( ZR (Type Ch *********I*********I********I******************1*******(*******1*,*******.1*******1********1********1*******1*******1****:*t 1******* 1 I 1 1 1 1 I 1 1 I I I 142.608 1106.750 .589. 1107.339• .80 1.24 .02 1107.36 - .00 .33 1.47 1.500 .000 .00 1 .0 -I- -I- -I- -1- -I- -I- -I- -I- -I- 1 -1- -I- -I- 1- .552 .0325 .0006 .00 .59 ..33 .21 .013 .00 .00 PIPE I 1 1 1 I 1 1 1 1` 1 1 I 1 143.160 1106.768 .569 1107.337 .80 1.30 .03 1107.36 .00 .33 1.46, 1.500 .000 .00 1 .0 -I -1- -I -I- -I- -I- -I- -I- -I -I- -I- -I- -I- 1- .545 .0325 .0007 .00 .57 .35 .21 .013 .00 .00 PIPE I I 1 1 1 I I I I 1 1 1 1 143.705. 1106.786 .549 1107.335 .80 1.36 .03 1107.36 .00 .33 1.45 1.500 .000 .00 . 1 .0 -1- -I- -I- -I- -I- -I- -I- -1- -I- -I- -I- -I- -I- I- .507 .0325 .0008 .00 .55 .38 .21 .013 .00 .00 PIPE 1 1 I I 1 1 1 1 1 I I 1 1 144.213 1106.802 .530 1107.332 .80 1.43. .03 1107.36 .00 .33 1.43 1.500 .000 .00 1 .0 - I- -1- -( -1- -1- _1 - -1- -1- -I -1- -1- -1- -1- 1 .468 .0325 .0009 .00 .53 .40 .21 .013 .00 .00 PIPE 1 I I I I I I I . I 1 I I 1 144.681 1106.818 .512 1107.330 .80 1.50 .03 1107.36 .00 .33: 1.42 1.500.000 .00 1 0 -I- -I- -I- -I- -I- -I- -I- -1- -I- -I -1 -I- -I- 1- .346 .0325 .0010 .00 .51 .43 .21 .013 .00 .00 PIPE 1 1 1 1 1 I I I 1 .I I 1 I 145.027 1106.829 .494 1107.323 .80 1.58 .04 1107.36 .00 .33 1.41 1.500 .000 .00 1 0 - 1- -1- -1- -I- .-I- -I- -I- -I- -I- -I- -I- -1- -I- !- HYDRAULIC JUMP 1 1- 1 I 1. I I 1 1 1 I 1 1" 145.027 1106.829 .210 1107.039 .80 5.31 .44 1107.48 .00 .33 1.04 1.500 .000 .00 1 0 - 1- -I- -1- -1- -1- -1- -1- -i- -I- -1- -1 -I- -I-. 1- 26.603 .0325 .0325 .86 .21 2.46 .21 .013 .00. .00 PIPE I 1 I 1 1 1 I 1 1 1 1 1 1 171.630 1107.694 .210 1107.904 .80 5.31 .44 1108.34 .00 .33 1.04 1.500 .000. .00 1 .0 - I- -1- -1- -I -I- -I- -I- -1- -1- -I- -I- -1- -I- 1-- 15.951 .0325 .0309 .49 .21 2.46 .21 .013 .00 .00 PIPE 1 I 1 1 I 1 I I I I 1 1 • I - 187.580 1108.212 .215 1108.427 .80 5.12 .41 1108.83 .00 .33 1.05 1.500 .000 .00 1 .0 _1 _ -I- -I- -I•- -I- -1- -1- -I--I- -I- -I- -I- -I- 1- 5.851 .0325 .0274 .16 .22 2.34 .21 .013 .00 .00 PIPE Date;10-19-2007 PAGE Time:12:52:58 U FILE: SYSTEM7.WSW *****-- 1 Invert I Depth I Water I Q 1 Vel Vel I Energy I Super ICritical)Fiow Top(Height/IBase Wt1 INo Wth Station 1 Elev I (FT) I. Elev I (CFS) I (FPS) Head I Grd.E1.I Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip - I- -I- -I- -1- -I- -I- -I- -I- -I- -1- -I- -I- -I- -1 L/Elem ICh Slope I I I I SF Ave! HF ISE DpthlFroude NINorm Dp I "N" I X-Fails ZR (Type Ch W S P G W- CIVILDESIGN Version 12.99 PAGE 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 **********.******4***********************************►*************************************************►************ ******** .*i*******1*********1********1*********1*******1*******1*******1*********1*******1********1********1*****.**1**** * 1*** * I I I I 1 I 1 I I I I 1 193.432 1108.403 .222 1108.625 .80 4.88 .37 1108.99 .00 .33 1.07 1.500 .000 .00 1- .0 -I- -I- -1- -I- -1 -I- -I- -I- -I- -I- I- -1- -I- I- 2.985 .0325. .0239: .07 .22 2.19 .21 .013 .00 .00 PIPE 1 I I I I 1 1 I I I 1 1 I 196.417 1108.500 .230 1108.730, .80 4.66 .34 1109.07 .00 .33. 1.08 1.500 .000 .00 1 .0 - I- -1-- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I 2.029 .0325 .0209 .04 .23 2.06 .21 .013 .00 .00 PIPE 1 I 1 1 1 I I I 1 I. I I 1 198.446 1108.566 .237 1108.803 .80 4.44 .31 1109.11 .00 .33 1.09 1.500 .000 .00 1 .0 - I- -I- -I- -I- -1- -I- -I- _I _ -I- -1- -I- -I- -I- 1- 1.386 .0325 .0182 .03 .24 1.93 .21 .013. .00 .00 PIPE I I I I I 1 1 I 1 1 1 1 1 199.832 1108.611 .245 1108.856 .80 4.23 .28 1109.13 .00 .33 1.11 1.500 .000 .00 1 .0 - I- -I- -I- -I- -1- -1 -1- -I- -1- -1- -I- -I- -I- I- .982 .0325 .0159 .02 .25 1.81 .21 .013 .00 .00 PIPE I I 1 I I 1 1 1 I I 1 1 200.814 1108.643 .254 1108.897 .80 4.04 .25 1109.15 " .00 .33 1.13 1.500 .000 .00 1 .0 -I- -I- -I- -1- -1- -I- -1 -I- -I- -1- -I- -I- -I- I- .806 .0325 .0139 .01 .25 1.69 .21 .013 .00 .00 PIPE I 1 I 1 1 I I 1 I I I 201.620 1108.669 .262 1108.931 .80 3.85 .23 1109.16 .00 .33 1.14 1.500 -I- -I- -I- -I- -I- -I- -I- -1- -1- -I- -I- -1- .584 .0325 .0121 .01 .26 1.59 .21 .013 I I I 1 1 1 1 1 1 I I 202.204- 1108.688 .271 1108.959 .80 3.67 .21 110.9.17 .00 .33 1.15 . 1.500 - I- -I- -I- -I -I- -I- -1 -1- -1- -I- .0106 .00 .27 1.49 .21 .013 1 I I 1 I I 1 1 .280 1108.983 .80 3.50 .19 1109.17 .00 .33 1.17 1.500 - I- -1- -I- -I- -I- -I -I- -I- -1 -I- .0093 .00 .28 1.39 .21 .013 I I I 1 1 1 1 .80 3.33 .17 1109.18 .00 .33 1.18 1.500 -I- -I- -1- -1- 1- -I- -I- -1- .0081 .00 .29 1.31 .21 .013 .456 .0325 I I 202.660 1108.703 - 1- -1- .313 .0325 I 1 202.973 1108.713 .290 1109.003 -I- -I -I- -I- .274 .0325 i .000. .00 1 .0 -1- 1 .00 .00 PIPE 1 .000 .00 1 .0 -I- I- .00 .00 PIPE .000 .00 1 .0 .00 .00 PIPE ( 1 .000 .00 1 .0 -I- 1- .00 .00 PIPE FILE: SYSTEM7.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 7 PAGE Date:10-19-2007 Time:12:52:58 18" RCP ************************************************************************************************************************** ******** 1 Invert 1 Depth 1 Water 1 0 1 Vel Vel 1 Energy 1 Super lCritical.IFlow ToplHeight/IBase Wtl INo Wth Station 1 Elev 1 (FT) 1 Elev 1 (CFS) 1 (FPS) Head 1 Grd.E1.l Elev 1 Depth 1 Width lDia.-FT1or I.D.I ZL lPrs/Pip -I- -I- -I- -1- -I- -1- -I- -1- -1- -1- -1 -1- -1-. -1 L/Elem lCh Slope 1 1 I 1 SF Avel HF ISE DpthlFroude NlNorm Dp I "N" IX -Fail! ZR (Type Ch 1 1 1 I I I I 1 I I I I 1 203.248 1108.722 .299 1109.021 .80 3.18 .16 1109.18 .00 .33 1.20 1.500 .000 .00 1 .0 - 1- -1- -1- -1- -1- -1- -I- -1- -1 -!- -1 -1- -1- 1- .129 .0325 .0071 .00 .30 1.22. .21 .013 .00 .00 PIPE 1 1 1 1 1 1, I 1 I 1 I 1 1 203.376 1108.726 .310 1109.036 .80 3.03 .14 1109.18 .00 - .33 1.21 1.500 .000 .00 1 .0 -I -I- -1- -I- -1- -1- -(_ -I- -I- -1- -1- -1- -1- 1- .113 .0325 .0062 .00 .31 1.15 .21 .013 .00 .00 PIPE- 1 I 1 I 1 1 I 1 1 1- 1 1 1 203.489 1108.730 .320 1109.050 .80 2.89 .13 1109.18 .00 .33 1.23 1.500 .000 .00 1 .0 - 1- -1-- -1- -1- -1- -1- -1- .011 .0325 .0054 .00 -.32 1.07 .21 .013 : .00 .00 PIPE I I 1 I I 1 1 1 I 1 1 I 1 203.500 1108.730 .333 1109.063. .80 2..74 .12 1109.18 .00 .33 1.25 1.500 .000 .00 1 .0 -1- -1- -1- -I- -1- -1- -1- -1- -I- -I- -I- 1- -1- es T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 8 T3 FLOW SPLITTER SYSTEM SO 100.000 1094.270 1 R 276.500 1095.150 1 JX 279.500 1099.040 3 R 281.500 1100.040 3 WE 281.500 1100.040 4 R 531.500 1101.340 4 WX 531.500 1101.340 5 R 572.400 1101.500 5 JX 580.400 1101.540 -7 R 637.900 1104.790 -7 SH 637.900 1104.790 7 CD -1 4 1 .000 2.000 CD 2 4 1 .000 2.000 CD 3 1 0 .000 1.000 CD 4 1 0 .000 1.000 CD 5 4 1 .000 2.000 CD 6 4 1 .000 4.500 CD 7 4 1 .000 1.500 Q 2.800 .0 1099.145 .013 .000 .000 0 .013 3.870 1099.040 .0 .000 .013 .000 .500 .030 .013 .013 19.530 .013 .000 .000 4.000 10.000 .000 .000 .000 .000 .000 .500 .250 .000 .000- .000 .000 .000 .500 .250 .000 .000 .000 1101-. 540 1106.290 .00 .00 .00 .00 .00 .00 .00 .000 .000 .000 0 90.0 .000 .000 90.000 0 v3 FILE: SYSTEMB.WSW ri W S P GW - 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 *************************************************-*************-*******************►************************************err• ******** ( Invert I Depth I Water I 0 I Vel Vel ► Energy I Super lCriticaljFlow ToplHeight/IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFS) 1 (FPS) Head I Grd.E1.( Elev I Depth I Width [Dia.-FTlor I.D.( ZL IPrs/Pip -I- -I- -1- -I- -1- -1- -I- -I.- -1- -1- -1- -1- -I- -I L/Elem 1Ch Slope 1 I' 1- 1 SF Ave! HF ISE DpthlFroude NINorm Dp I "N" ) X-Fall( ZR 'Type Ch *********1*********1********1******.**1***r*****1*******1*******1*.*******1*******1*******41********1*******1*******1***** 1******* I I I, 1 1 1 1 1 1 1 1 I . 1 100.000 1094.270 4.875 1099.145- 26.20 8.34 1.08 1100.22 .00 1.79 .00 2.000 .000 .00 1 . - I- -1 -I- -I- -1-. -1 -1- -1 -1- . -f- -1- -I -1 1- 176.500 .0050. .0134 2.3.7 4.88 .00 2..00 .013 .00 .00 PIPE III II I 1 1 1 1 1 1 I 276.500 1095.150 6.362 1101.512 26.20 B.34 1.08 1102.59 .00 1.79 .00 2.000 .000 .00 1 .0 - I- -I- -1- -1- -I -I- -I- -I- -1- -1- -1- -1- -I- I- JUNCT STR 1.2967 .0067 .02 6.36 .00 .013 00 .00 PIPE WARNING - Junction Analysis - Change in Channel Type 1 I I I 1 I I. 1 1 1 I. 279.500 1099.040 3.555 1102.595 22.33 1.09 .02 1102.61 .00. .95 7.55 1.000 4.000 .50 0 .0 -I- -I- -I- -I -I- -1- -I- -I- -I- -I- -I- -1- -I- 1- .252 .5000 ' .0000 .00 3.55 .12 .20 .013 .00 .50 TRAP I 1 I 1 I 1 I 1 I 1 I I 1 279.752 1099.166. 3.427 1102.593 22.33 1.14 .02 1102.61 .00 .95 7.43 1.000 4.000 .50 0 .0 -I- -1- -1 -I- -1- -I- -1- -1- -1- -1- -I- -1- -1- 1- .243 .5000 .0001 .00 3.43 .12 .20 .013 .00 .50 TRAP 1 I I 1 1 1 I 1 I I 1 1 I 279.995 1099.287 3.303 1102.591 22.33 1.20 .02 1102.61. .00 .95 7.30 1.000; 4.000 .50 0 . -I -1- -1- -1- -1- -1- -1- -1- -1- -I -1- -1- -I 1_ .235 .5000 .0001 .00 3.30 .13 _ .20 .013 .00 .50 TRAP I 1 I 1 I I i. 1 I 1 1 I I 280.230 1099.405 3.183 1102.589 22.33. 1.25 .02 1102.61 .00 95 7.18 .1.000 4.000 .50 0 .0 -I- -1- -1- -I-- -)- -1- -I- -I- -I- -1- -I- 1- .228 .5000 .00 . 3.18 .14 .20 .013 00 .50 TRAP I I I I I 1.0001 I I I I: 1 1 1 280.458 1099.519 3.067 1102.586 22.33 1.32 .03 1102.61. .00 .95 7.07 1.000. . 4.000 50 -I- -1- -I- =I- -1- -I -1- -I- -1- -I -1- -1- -I- 1- .220 .5000 .0001 .00 3.07 .15 .20 .013 .00 .50 TRAP 11 1 1 I I 1 1 I 1 1 1 I 280.678 1099.629 2.954 1102.583 22.33 1.38 .03 1102.61 .00 .95 6.95 1.000 4.000 .50 0 -1- -I- -1- -1- -I- -I- -I- -1- -1- -I- -I- -1- -1- 1- .212 .5000 .0001 .00 2.95 .16 .20 .013 .00 .50 TRAP FILE: SYSTEMB._WSW W S'P G W - CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 8 FLOW SPLITTER SYSTEM a PAGE 2 Date:11-20-2007 Time: 2:44:30 ************************************************************************************************************************** ******** I Invert 1 Depth I Water 1 0 I Vel Vel 1 Energy I Super )Critical)Flow ToptHeight/►Base Wtl INo Wth Station I Elev I (FT) 1 Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width (Dia.-FTIor'I.D.I ZL IPrs/Pip - 1- • -1- -1- -1- -I- -I- -1- -I- -I -I- -I- -I- -I -I L/Elem ICh Slope 1 1 1 1 SF Ave) SF ISE DpthlFroude NlNorm Dp ( "N" I X-Fa11I ZR !Type Ch *********i*********1********1********1*********1*******1*******1*******►*1*******1********1********1*******1*******I***** 1******a I I 1 I I I 1 ) I I I I I 280.890 1099.735 2.845 1102.580 22.33 1.45 .03 1102.61 .00 .95 6.85 1.000 4.000 .50 0 0 -I -1- -I -I -I- -1- -1- -1- -1- -I- -1- -1- -1- 1- .205 .5000 .0001 .00 2.85 .17 .20 .013 .00 .50 TRAP I I I 1 1 1 1 1 I 1 I I 281.095 1099.838 2.740 1102.577 22.33-- 1.52 .04 1102.61 .00 .95 6.74 1.000 4.000 .50 0 - .0 - I- -I- -1- -1- -I- -I- -1- -1- I- -1- -1- -1- -1- 1_ .198 .5000 .0001 .00 2.74 .18 - .20 .013 .00 .50 TRAP I I I I I 1 I I I I I I 281.293 1099.936 2.637. 1102.574 22.33 1.59 .04 1102.61 .00 .95 6.64 1.000: 4.000 .50 0 0 -I- -I- -1- -I- -1- -1 -I- -I- -I- -I- -I- -1- -I- 1- .190 .5000 .0001 .00 2.64 .19 .20 .013 .00 .50 TRAP I I I I I . I I I I I 11 1 281.483 1100.032 2.538 1102.570 22.33 1.67 .04 1102.61 .00 .95 6.54 1.000 - 4.000 .50 0 .0 -1- -1- -I- -I- -I- -1- -I- -I- -I- -I -1- -I-- -I- 1- .017 .5000 .0001 .00 2.54 - .21 .20 .013 .00 .50 TRAP I I I I I I 1 1. 1 1 I I I 281.500- 1100.040 2.530 1102.570 22.33 1.68 .04 1102.61 .00 .95 6.53 1.000 4.000 .50 .0 :0 - I- -I- -I- -I- -I- -I- -I- -I- -1- -I- -1- -1- -I- I_ WALL ENTRANCE I I I I I I 1 1 I 1 1 281.500 1100.040 2.580 1102.620 22.33 .81 .01 1102.63 .00 - .53 11.29 1.000 10.000 .25 0 -I- -1- -1- -1_ -I- -1- -I- -I- -1 -I- -I =1 -1- I- 22.198 .0052 0001 00 2.58_ 09 .79 .03Q 00 .25 TRAP I 1 I 1 I I I I 1 1 I 1 ( 303.698 1100.156 - 2.467 - 1102.622 22.33 .85 .01 1102_63 .00 .53 11.23 1.000 10.000 _25 0 0 -1- -1- -1- -1- _1- -1--1-. -1 -I- -I -I- -1- -1- I_ 21.324 .0052 .0002 .00 2.47 .10 .79 .030 .00 .25 TRAP` 1 I I 1 1 1 1 I I I 1 I 325.022 1100.266 2.358 1102.624 22.33 .89 .01 1102.64 .00 .53 11.18 1.000 10.000 .25 0 0 -I- -I- -1- -I- -I- -I- -I- -►- -I- -I- -1- -I- -1-. I- 20.490 .0052 .0002 .00 2.36 .11 .79 .030 .00 .25 TRAP I 1 1 1 I I 1 I 1 I I 1 345.512 1100.373 2.254 1102.627 22.33 .94 .01 1102.64 .00 .53 11.13 1.000 10.000 .25 0 .0 -I- -1- -I- -I- -1- -1- -I- -I- -I- -I- -1- -I- -1 I 19.694 .0052 .0002 .00 2.25 .11 .79 .030 .00 .25 TRAP FILE: SYSTEMB.WSW W S P G-W - CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 8 FLOW SPLITTER SYSTEM PAGE 3 Date:11-20-2007 Time: 2:44:30 **************************************************►************************************ ************************ ****'***** ******* I. Invert I Depth I Water I 0 I Vel Vel I Energy I Super ICriticallFlow ToplHeight/(Base Wtl No Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.I Elev I Depth. I Width IDia.-FTlor. 1.D.1 ZL Prs/Pip - I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -i- -I- - L/Elem ICh Slope I I I I SF Ave( HE ISE DpthlFroude N(Norm Dp I. "N" I X-Fa1lI ZR Type Ch I I I I I I I I I I I I 365.206 1100.475 2.154 1102.629 22.33. .98 .02 1102.64 .00 .53 11.08 1.000 10.000 .25 0 .0 - I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- - 18.937 .0052 .0002 .00 2.15 .12 .79 .030 .00 .25 TRAP I I I I I I I I_ I I I I 384,143 1100.574 2.058 1102.632 22.33 1.03 .02 1102.65 .00 .53 11.03 1.000 - 10.000 .25 0 .0 -I- -1- -1- -I- _ -I- -I- -I- -I- -I- -I- -I- -I- -1- 1- 18.218 .0052 .0003 .00 2.06 .13 .79 .030. .00 .25 TRAP I I I I I I I I 402.361 1100.669 1.967 1102.635 22.33 -1.08 .02 1102.65 .00 .53 10.98 1.000 10.000 .25 0 .0 -I- -I- -1- -I- -I- - -I- -I- -I- -I- -i-. -f- -1- -1- I- 17.537 .0052 .0003. .01 1.97 .14 .79 .030 .00 .25 TRAP I I I -I I I I I I I I I I 419.898 1100.760 1.879 1102.639 22.33 1.13 .02 1102.66 .00 - .53 10.94 1.000 10.000 .25 0 0 - I- -1- -I- -I- -I- -I- -I- -1 -l- -I- -1- -I- -1- 1- 16.896 .0052 .0004 .01 1.88 .15 .79 .030 .00 .25 TRAP 1 1 - 1 I I - I I I I I I I I 436.794 1100.848 1.795 1102.643 22.33 1.19 - .02 1102.67 .00 .53 10.90 1.000 10.000 .25 0 - 0. -i- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -1- -I 1- 16.294 .0052 - .0004- .01 1.80 .16 .79. .030 .00 .25 TRAP I I I I I I I I I I I I I 453.087 1100.932 1.715 1102.647 22.33 1.25 .02 1102.67 .00 .53 10.86 1.000 -10.000 .25 0 .0 -I- -I- -1 -I- -I- -I- -I- -l- -I- -1- -I- -I- -I- I_ 15.732 .0052 .0005 .01 1.72 .17 .79 .030 .00 .25 TRAP I I I I I I I I I I I I 468.820 1101.014 1.638 1102.652 22.33 1.31 .03 1102.68 .00 .53 10.82 1.000 10.000 .25 0 .0 - 1- -i -1- -1- -I- -I -1- -I- -1 -I- -I- -1- -1- 1- 15.213 .0052 .0005 .01 1.64 .18 .79 .030 .00 .25 TRAP I - I - I I I - I I - I I I I I I - 484.033 1101.093 1.565 1102.658 22.33 1.37. .03 1102.69- .00 .53 10.78 1.000 10.000 .25 0- .0 -I- -I- -I- -I -I- -I- -I- -I- -1- -I- -I- -1- -1- 1- 14.739 .0052 .0006 .01 1.56 .20 .79 .030 .00 .25 TRAP 1 1 1 1 I I I I I I I 1 I 498.771 1101.170; 1.495 1102.664 22.33 1.44 .03 1102.70 .00 .53 10.75 1.000 10.000 .25 0 .0 -I- -I -I- -I- -1- -I- -I- -I- -1- -1- -I- -I- -I- I- 14.312 .0052 .0007 .01 1.49 .21 .79 .030 .00 .25 TRAP O. FILE: SYSTEM8.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number': 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 8 FLOW SPLITTER SYSTEM ******************************************************************************►*******************************art******** ******** I Invert 1 Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station 1. Elev •1 (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.I Elev I Depth I Width IDia.-FT1or 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 1 SF Avel HF ISE DpthlFroude N1Norm Dp.I "N" I X-Fa111 ZR 'Type Ch 1. I I I 1 1 1 1 I I 1 1 1 513..063 1101.244 1.427 1102.672 22.33 1.51 .04 1102.71 .00 .53 10.71. 1.000 10.000 .25 0 0 -1- -1- -1- -I- -I- -1- -I- -1 -1- -I- I- .0008 .01 1.43 .23 .79 .030 .00 .25 TRAP 1 I 1 I I 1 I 1 1 I I I 1 527.020 1101.317 1.363 1102.680 22.33 1.58 .04 1102.72 .00 .53 10.68 1.000 10.000 .25 0 .0 - 1- -I- -I- -I- -I -I- -I- -I- -I- -I- -1- -1- -I- I- 4.480 .0052 .0009 .00 1.36 .24 .79 .030 .00 .25. TRAP I I 1. ) I I I I I I I I 531.500 1101.340 1.343 1102.683 22.33 1.61 .04 1102.72 .00 .53 10.67 1.000 10.000 .25 0 .0 1 -I- -I- -I- -1- -I- -I- -I- -I- -I- -I- -I- -I- I- 1 1 1 I 1 I 1 1 I I 1 I 531.500 1101.340 .212 1101.552 22.33 10.47 1.70 1103.25 .00 .53 10.11 1.000 10.000 .25 0 .0 - I- -I- -1- -I- -I- -I- -1- -I -1- -I- -I- -I- -I- (- WALL EXIT I I I 1 I 1 I I I I I I 1 531.500 1101.340 1.686 1103.026 22.33 7.90' .97 1104.00 .00 169 1.46 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -i-' -l- -I- -I- -I- -1- I- 2.615 .0039 .0090 .02. 1.69 1.00 2.00 .013 .00 .00 PIPE I I I. I I I 1 1 1 1 I -I I 534.115 1101.350 1.787'•1103.137 22.33 7..54 .88- 1104.02 .00 1.69 : 1.23 2.000: .000 .00 1 0 -1- -1-, -I- -I- -1- -I -I- -I- -1 -I- -I- -1--I- I- 13.694 .0039 .0086 .12 1.79 .86 2.00 .013 .00 .00 PIPE 1 I 1 1 1 1 1 I 1 I 1 547.809 1101.404 1.931 1103.335 22.33 7.18 .80 1104.14 .00 1.69 .73 2.000 .000 .00 1 0 -I- -I- -1- -I- -1- -I- -1 -I- -I- -I- -1- -1- -1- I- 10.519 .0039_ .0088 .09 1.93 .61 2.00 .013 .00 .00. PIPE I I I I I 1 1 I I I I 1 I 558.327 1101.445 2.000 .1103.445 22.33 7.11 .78 1104.23 .00 1.69 .00 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I-` -I- -I- -I- -I- -I (- 14.073 .0039 .0095 .13 2.00 .00 2.00 .013 .00 .00 PIPE - 1 1 I I -I 1 I I I I.- I I 572.400 1101.500 2.082 1103.582 22.33 7.11 .78 1104.37 .00 1.69 .00 2.000 .000 .00 1 .0 -I- -1- -II -I- -I- . -I- -I- -I- -I- - -1 -I- -I-- -I- I- JUNCT STR .0050 .0052 .04 2.08 .00 .013 .00 .00 PIPE 1 1 1 1 I 1 1 I I I I 1 I 580.400 1101.540 4.036. 1105.576 2.80 1.58. .04 1105.61 .00 .64 .00 1.500 .000 .00 1 .0 -I- -I- -I -I- -I- -I- -I- -I -I- -I- -I- -I- -I- 1- 45.647 .0565 .0007- .03 4.04 .00 .34 .013 .00 .00 PIPE 13.937 .0052 PAGE 4 Date:11-20-2007 Time: 2:44:30 lli S FILE: SYSTEMB.WSW *********. Station L/Elem ********* e 5 5 w S "P G W - CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 8 FLOW SPLITTER SYSTEM PAGE 5 Date:11-20-2007 Time: 2:44:30 Invert I Depth I Water I Q I Vel Vel I Energy I. Super CriticailFlow Top1Height/!Base Wt! Elev 1 (FT) 1 Elev I (CFS) I (FPS) Head 1 Grd.E1.I Elev Depth 1 Width IDia.-FTIor I..D.I ZL - -I- -I -I- -I- -I- -I- -I- - - -I--i- Ch Slope I 1 F I SF Ave' HF ISE Dpth Froude NlNorm Dp,I "N" 1 X-Fall! ZR *********1********1***'******1*********l*******!*******I*********1***************1********1*******1*******I***** No Wth Prs/Pip Type Ch 1 1 1 1 1, 1 I I 1 I 626.047 1104.120 1.500 1105.620 2.80 1.58 .04 1105.66 .00 .64 .00 1.500 .000 .00` :1, .0 - -1 -1- -1 -I- -1 -I- -I- -1 -I- -I- -I- -I- 1- 2.417 .0565 .0007 .00 1.50 .00 .34 .013 - .00 .00 PIPE I 1 I I I I 1 I I I I I 628.463 1104.257 1.360 1105.617 2.80 1.66 .04 ",1105.66 .00. .64 .87 1.500 .000 .00 1 0 -I- -I- -I- -I- -1- -1- -I- -1- -I- -I- -I- -I- -I- I- 1.355 .0565 .0006 .00 1.36 .21 .34 .013 .00 .00 PIPE 1 I I I I I I I I I I I 629.818 1104.333 1.280, 1105.613 2.80 1.74 .05 1105.66 .00 .64 " 1.06 1.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -1- -I- -1 -1- -I- -I- -I- I- 1.116 .0565 .0007 .00 1.28 .25 .34 .013 .00 .00 PIPE I 1 I I 1 1 I I I I I 1 630.934 1104.396 1.213 1105.609 2.80 1.83 .05 1105.66 .00 .64 1.18 1.500 .000 .00 1. .0 - I- -I- -I -I- -I- -I- -I- -I- -1- - - -1- -I- -!- -I- I- .947 .0565 .0008 .00 1.21 .28 .34 .013 .00 .00 PIPE I I 1 I I I 1 I 1 1 1 1 I 631.881 1104.450 1.155 1105.605 2.80 1.92 .06 1105.66 .00 .64 1.26 1.500 .000 .00 1 .0 - 1- -1- -I- -I -I- -I -1- -I- -I -I- -I- -1- -I- 1- .849 .0565 .0009 .00 1.16 .31" .34 .013 .00 ..00 PIPE 1 1' I I I I I 1 - 1 I I I 1 632.730 1104.498 1.102 '1105.600. 2.80 2.01 .06 1105.66 .00 .64 1.32 1.500 .000 .00 1 0. -1- -1- -I- -1- -I- -I- -I- -I- -I- -I- -I- -1- -I 1- .751 0565 .0009 .00 1.10 .35 .34 .013 .00 .00 PIPE 1 1 I - I I I I 1 I I 1 633.481 1104.540 1.054 1105.594 2.80 2.11 .07 1105.66 .00 .64. 1.37 1.500 .000 .00 1 .0 1 -1 -I- -I-. -I- -I- -I- -I- -I- -I -I- -I- -I- 1- .669 - .0565 .0011 .00 1.05 .38 .34 .013 .00 .00 PIPE 1 I I I I 1 I I I 1 I I I 634.150 1104.578 1.010 1105.588 2.80 2.21 .08 1105.66 .00 .64 1.41 1.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- .622 .0565 .0012 .00 1.01 .41 .34 .013 .00 .00 PIPE I ..I- I I I - I 1 I I I I 1 1 634.772 1104.613 .968 1105.582 2.80 2.32 .08 1105.67 .00 .64 1.44 1.500 .000 .00 1 .0 -1- -I- -I- -I- -I- -I- -! -I- -I- -1 -I- -I- -I- 1-- .555 .0565 .0013 .00 .97 .45 .34- .013 .00 .00 PIPE v � a � FILE: SYSTEMB.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 8 FLOW SPLITTER SYSTEM ************************************************************************************************************************** ******** I Invert ► Depth 1 Water ) Q Vel Vel I Energy I Super ICriticalIFlow TopiHeight/IBase Wt1 INo Wth Station I Elev -I (FT) I Elev 1 (CFS) (FPS) Head I Grd.E1.l Elev I Depth 1 Width IDia.-FTIor I.D.1 ZL IPrs/Pip - ) -I- -I- -I- - - -I- -I -I- -l- -I- -I- -I-- -1-. -I L/Elem ICh Slope I I I SF Ave! HF ISE Dpth)Froude NlNorm Dp 1 "N" I X-Fa11I ZR IType Ch *********I*********I********1*********1****************I*******I*********1*******1********I********I*******I*******I***** i******* et I I I _1 635.327 1104.645 .929 1105.574. 2.80 -I -I- -I- -1- .487 .0565 ( 1 1 I 635.815 1104.672 .893 1105.565 2.80 - 1- -I -I- -I- .454- .0565 1. i I 1 636.269 1104.698 .858 1105.556 2.80 - I- -I- -I- -1- - .383 .0565 • 1 1 1 1 636.651 1104.720 .826 1105.546 2.80 -1- -1- -1- -1- .345 .0565 636.997 1104.739 .795 1105.534 2.80 2.94, -1- -I- -1- -I- -I= -I- - -I- -I- .306 .0565 .0025 .00 I I 1 I 1 I • 1 637.303 1104.756 .765 1105.522 2.80 3.09 .15 1105.67 - I- -I- -I- -I- -I •-I- -I- -I- .246 .0565 .0028 .00 I I I I I I 637.549 1104.770 .737 1105.507 2.80 3.24 - .16 1105.67 Date:11-20-2007 PAGE Time: 2:44:30 I 1 I 1,- 1 1 I 1 2.43. .09 1105.67 .00 .64 1.46 1.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- I .0015 .00 .93 .48 , .34 .013 .00 .00 PIPE I I I 1 I I I 1 2.55" ,10 1105.67 .00 .64 1.47 1.500 .000 .00 1 .0 -I-- -I- -I- -I- -1- -I- -1- -I- i .0017 .00 .89 .52 .34 .013 .00 .00 PIPE I I I 1 I I I 1 2.68 .11 1105.67 .00 .64 1.48 1.500 .000 .00 1 .0 - -I- -I- - -I- -I- -I- -1- -1- -1 - 1- .0019 .00 .86 .56 .34 .013 .00 .00 PIPE I I 1 I 1 1 1 1 2.81 .12 1105.67 .00 .64 1.49 1.500 .000 .00 1 -.0 -I- -I- -I- -I- --I- -I- -1- -I- 1- .0022- .00 .83 .61' .34 .013 .00' .00 PIPE I I 1 1 I I1 I .13 1105.67 .00. .64 1.50 1.500 .000 .00- 1 .0 -1 -I- -I- -I- -I- .-1- .80 .65 .34 .013 .00 .00 PIPE . I -.1 1 1 , 1 .00 .64 - 1.50 1.500 .000 .00 1 -I- -I- -I- -I- -1- 1- .77 .70 .34 .013 .00 .00 PIPE 1 I I 1 1 I .00 .64 1.50 1.500 .000 .00 - 1 .0 - 1- -I- -I- -I-- -1-- -1 -I_ -►- -I- -I.: . -1 -I- -I- J- .201 .0565 .0032- .00 .74 .75 • .34 .013 .00 .00'- PIPE 1 I I • I 1 I 1 I 1 1 1 I 1 637.750 1104.782 .710 1105.492 2.80 .3.40 .18- 1105.67 .00 :64' 1.50 1.500 .000 .00 1 .0 -I- . -1- -1 -I- -I- -17 -1- -1- -I- -1- -1- . -1- -1- I- .151 .0565 • .0037 .00 .71 .81 .34 .01.3 .00 .00 PIPE I I I 1 I I I 1 I` I 1 I 1 637.900 1104.790 - .684 1105.474 2.80 3..57 .20 1105.67 .00 .64 1.49 1.500 .000 .00 -1 -I- -I- -1- -I- - -I- -I- -I- -I- -I- -1--I- -I- -1- T1 CYPRESS BRIDGE WIDENING T2 DRAIANGE SYSTEM 9 T3 18" RCP SO 100.000 R 113.500 JX 116.500 R 178.700 SH 178.700 CD 1 4 1- CD CD Q 1102.010 1 1102.820 1 .013 1102.850 3 2 .013 2.400 1103.470 3 .013 1103.470 3 1104.970 .000 1.500 .000 .000 .000 .10 2 4 1 .000 2.000 .000 .000 .000 GO 4 1 - .000 1.500 .000 .000 .000 .00. .500 . 1105.865 1109.000` .000 .000 0 .0 90.000 .000 .000 0 a FILE: SYSTEM9.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING' CYPRESS BRIDGE WIDENING DRAIANGE SYSTEM 9 18" RCP *****************************************************************************k******************************************** ******** Date:10-19-2007 Time: 1: 6: 7 I Invert I Depth 1 Water I. Q 1 Vel Vel I Energy ( Super ICriticaliFlow ToplHeight/IBase Wt( Station I" Elev I (FT) I Elev I (CFS) I (FPS) Head.I Grd.E1.I Elev 1 Depth I Width IDia.-FTIor I.D.I ZL -I- -I- -I- -I- -I- -I- -I- -I- -I- -1- -I- -I- -I- L/Elem ICh Slope I I 1 1 SF Avel HF ISE.DpthlFroude NlNorm Dp 1 "N" I X-Fall) ZR 1 I 1 1 I I 1 I 1 1 100.000 1102.0103.855 1105.865 2.90 1.64 .04 1105.92 .00- .65' .00 1.500 - - I- -I- -I- -I- -I- -I- -I -1- -1 -I- -I- -1- 13.500 .0600 .0008 .01 3.85 .00 .34 .013 I I I I I 1 1 I 1. 1 1 113.500 -1102.820 3.055 1105.875 2.90 1.64 .04 1105.92 .00, .65 .00 1.500 -I- -I- -i -1- -1- -I- -I- -I- -I- -I- -I- -I- JUNCT STR .0100 .0004 .00 .00 .00 .013 I I I. I I I I I I I I 116.500 1102.850 3.108 1105.958 .50 .28 .00 1105.96 .00 .26 .00 1.500 - 1- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 62.200 .0100 .0000 .00 3.11 .00 .22 .013 I 1 I ( 1 I I 178.700 1103.470 2.489 1105.959- -'.50 -.28 .00 1105.96 .00 .26 -.00 1.500 -I- -1 -I- -I- -1- -I- -I- -I- -I- -I -1- -1- No Wth Prs/Pip Type Ch .000 .00 1 .0 -I- 1 .00 .00 PIPE .000 .00 1 .0 I- I- .00 .00 PIPE i I .000 .00 1 -.0 -I- (- .00 .00 PIPE 1 I .000' .00 -1 .0 -1- 1- T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 10 T3 24" RCP SO 100.000 1105.610 1 R 175.500 1110.440 1 .013 SH 175.500 1110.440 1 CD 1 4 1 .000 2.000 .000 .000 .000 .00 Q .500 .0 1107.730 1112.440 0 ..000 .000 0 FILE: SYSTEM10.WSW W S P G W- CIVILDESIGN Version 12.99 Package Serial Number: 1244- WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 10 24" RCP Date:10-19-2007 PAGE 1 Time: 1:12: 2 ******************'***k************************************************************************ **it*****************_**+-**** *i****** .I Invert I Depth 1 Water ! Q I Vel Vel 1 Energy ! Super ICriticalIFlo ToplHeight/►Base Wt1 INo Wth Station I Elev 1 (FT) 1 Elev 1 (CFS) 1 (FPS) Head 1 Grd.E1.I Elev 1 Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip - 1= -1- -I- -I- -1- -I- -I- -I- -I- -I- _I- _I- -1 -1 . L/Elem ICh Slope I 1 1 1 SF Avel HF -ISE DpthlFroude NINorm Dp ! "N" I X-Fall1 ZR !Type Ch ++tt#++#+1#}*#++#*t1t####*t1,1####t*+**1t***##*##1*******1*-****##1+,•***+.#*11*4.t*t#+1*+**#tttl#t##**tti#-#t**t..1***#**#1+:#tt 1*t*'**+* I I 1 - I 1 I 1 I I 1 -1 1 1 100.000 1105.610 2.120 1.107:730 ` .50 .16- .00 1107.73 •.00 .24 .00 - 2.000 .000 .00 1 - I- -1- -I- -I- -I- -I- -I- -1- -I -1- -I -1- -1- 1- 1.876 .0640 .0000 ' .002.12 .00 . .13 .013 - .00 .00 PIPS 1 1 1 1 1_ 1 1 1 11 1 I 1 101.876 1105.730 2.000 1107.730 .50 .16 .00 1107.73 .00 .24 .00 2.000 .000 .00 1 -1- -1 1-. -I- -I- -I- -I- -I -I- -I- -I- -I- -I- I- 2.890 .0640 .0000 .00 2.00 .00 ..13 .013 .00 .00 PIPE 1 I 1 I I' I 1 I I 1 l' I 1 104.766 1105.915 1.814 1107.729 .50 .17 .00 1107.73 .00 .24 1.16 2.000 .000 .00 1 -1- -I- -1- -1- -I- -1- -I- -1- -i -I- -I- -I- -I- I- 1.688 .0640 .0000 .00 - 1.81 .02 .13 .013 .00 .00 PIPE I 1 I 1 1 1 I I I 1 1 1 1' 106.453 1106.023 1.706 1107.729 .50 .18 .00 1107.73 .00 .24 1.42 2.000 .000 .00 1 - 1- -1- -I- -I -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 1.375 .0640 .0000 .00 1.71 .02 .13 .013 .00 .00 PIPE I 1 1 1 I 1 I I I I I 1 107.828 1106.111:. 1.618: 1107.729 .50 .18 .00 1107.73 .00 :24 1.57 2.000 .000 .00 1 .0 - 1- -1- -I- -1- -1- -I- -I- -I- -I- -I- -I- -I- -I- I-, 1.219 .0640 .0000 .00 1.62 .02 .13 .013 .00 .00 PIPE I I 1 I I I I I 1 I I I I 109.047 1106.189 1.540 1107.729" .50 .19 .00 1107.73 .00 .24 1.68 2.000 .000 .00 1 .0 - I- -I- -I- -I- -I- -I- -I- I- -I- -I -I- -I- -I- 1- 1.093 .0640 .0000- .00 1.54 .03 .13 .013 .00 .00 PIPE 1 I I I I I I I 1 1 I - 1 1 110.140 1106.259 1.470. 1107.729 .50 .20 .00 1107..73 00_ .24 1.77 2.000 -. .000 .00 1 -I- -1- -I- -1- -1- -I- -1- -I- -1- -I- -1- -1- -1- I 1.000 .0640 .0000 .00 1.47 .03 .-13 .013 .00 .00 PIPE 1 1 I I 1 I I 1 I 1 I 1 1 111..140 1106.323-- 1.406 1107.729 .50 .21 .00 1107.73 .00 24 1.83 2.000 .000 .00 1 - 1- : -I- -1- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- .937 .0640 .0000 .00 1.41 03 .13 .013 .00 .00 PIPE 1 1 1 I I ( I I I 1 1 1 1 112.077 1106.383 1.346 1107.729 .50 .22 .00 1107.73 .00 .24- 1.88 2.000 000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -1- -I- -I- -! -I- -I- I .859 .0640 .0000 .00 1.35 .04- .13 .013 .00 .00 PIPE FILE: SYSTEMIO.WSW • W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 10 24" RCP VIM "ma PAGE 2 Date:10-19-2007 Time: 1:12: 2 ************************************************************************************************************************** ******** I Invert 1 Depth I Water 1 Q 1 Vel Vel 1 Energy 1 Super ICriticalIFlow ToplHeight/(Base Wt1 )No Wth Station I Elev 1 (FT) 1 Elev_ I (CFS) 1 (FPS) Head I Grd.E1.I Elev 1 Depth I Width IDia.-FTlor I_D.1 ZL (Prs/Pip. - 1- -1- -1- -I- -1- -1- -1- -I- -1- -I -I -1- -I-. -1 L/Elem ICh Slope 1 I 1 I SF Ave! HF ISE Dpth(Froude NlNorm Dp 1 "N" 1 X-Fall.) ZR IType Ch 1 1 1 1. 1 1 1 ( 1 1 1 1 1 112.935 1106.438 1.291 1107.729. .50 .23_ .00 1107.73 .00 .24 1.91 2.000 .000 .00 1 .0 - 1- -1- -1- -1- -1 -1- -1- -I- -1- -1- -1- -1- -1- 1- .812 .0640 .0000 .00 1.29 .04 .13 .013 .00 .00 PIPE 1 1 1 1 1 1 1 1 1 1 1 1 1 113.747 1106.489 1.239 1107 729 .50 .24 .00 1107.73 .00 .24 1.94 2.000. .000 .00 1 .0 - 1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -I- 1- .749 .0640 .0000 .00 1.24 .04 .13 .013 .00 .00 PIPE 1 1 1 1 1 1 I 1 I 1 1 1 114.496 1106.537 1.191 1107.728 .50 .26 .00 1107.73 .00 .24 1.96 2.000 .000 .00 1 .0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- 1- .718 .0640 .0000 .00 1.19 .05 .13 .013 .00 .00 PIPE 1 1 1 1' I 1 1 1 1 1 1 1 1 115.214 1106.583 1.145 1107.728- .50 .27 .00 1107.73 .00 .24 1.98 2.000, 000 .00 1 .0 -1 -1- -1- -1- -I- -1- -1- -1- -1- -1- -1- -I- -1- 1 .686 .0640 .0000. .00 1.15 .05 .13 .013 .00 .00 PIPE 1 1 1 1 1 -_ 1 1 1 1 1 1 I 115.900 1106.627 1.101 1107.728 .50 .28 .00 1107.73 .00 .24 1.99 2.000 .000 .00 1 .0 - 1 -1- -1- -1- -I- -1- -1- -I- -1- -1- -I- -1 -1- 1- .0000 .00 1.10 .05 .13 .013 .00 . .00 PIPE .639 .0640. 1 116.539 1106.668 - I- -1- .623 .0640 1' 1 117.162 1106.708. -1- -1- .576' .0640 1 1 117.738 1106.745 - 1- -1- .560 .0640 1 1 118.299. 1106.781 - 1 -1- .529. .0640 1 1 1 I 1 1 1 I I I 1.060 1107.728 .50 .30 .00 1107.73 .00 .24 2.00 2.000 .000 .00 1 .0 -I -1- -1- -1- -1- -1- -1 -1- -1- -1- -1- 1- .0000 ' .00, 1.06 .06 .13 .013 .00 .00 PIPE 1 1 1 •1 1 1 1 1 1 1 1 1.020 1107.728 .50 .31 .00 1107.73 .00 ` .24 2.00 2.000 .000 .00 -1 .0 -I- -1- -1- -1- -1- -1- -1.- -1- -I- -1- -1- 1- .0000 .00 1.02 .06 .13 .013 .00 .00 PIPE 1 1 I 1 1 1 1 1 1 1 1 .983 1107.728 .50 .33 .00 1107.73 .00 .24 2.00 2.000 .000 .00 1 .0 - 1- -1- -I- -1- -1- --1- -1- -1- -1- -1- -1- 1- .0000 .00 .98 .07 .13 .013 .00 .00 PIPE 1 1 1 1 1 1 I 1 1 .00 .24 2.00 2.000 .000 .00 1 0 1 1 .947 1107.728 - 1- -1- .50 -)- .34 _1- .00 1107.73 -1- -1- .0000 .00 -t -1- -1- -1- .95 : .07 .13 .013 -1- .00 . .00 PIPE FILE: SYSTEM10.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 10 24" RCP Date:10-19-2007 Time: 1:12: 2 I Invert I Depth Water I Q 1 Vel Vel I Energy 1 Super ICriticallFlow ToplHeight/)Base Wtl INo Nth Station 1 Elev. I (FT) Elev 1 (CFS) I (FPS) Head I Grd.E1.I Elev I Depth 1 Width IDia.-FTIor I.D.1 ZL IPrs/Pip - I- -I- - - -I- -I- -I -I- -1- -I- -1- -I- -1- -1- -1 L/Elem ICh Slope I 1 I SF Avel HF ISE DpthlFroude N1Norm Dp I "N" ► X-Fall1 ZR )Type Ch *********1*********1*#******.a*11.****#*I*********1I*******1*******1*********1'*******I********l********I*******I*******1*****'1******* I I 1 II 1 1 1 I I 1 I 118.828 1106.815 .913 1107.728 .50 .36 .00 1107.73 .00 .24 1.99 2.000 .000 .00 1 - 0 - I- -1- - - -1- -I- =1= -I- -1 -1- -I- -1- -1 -1- 1- .513 .0640 .0000 .00 .91 .08 .13 .013 -.00 .00 PIPE° 1, I 1 I 1 1 1 1 1 I 1 1 119.341 1106.847 .880 1107.728 .50 .38 .00 1107.73 .00 .24 1.99 2.000 .000 .00 1 .0 -t -I- -) -I- -I- -! -I -I- -I- -I -I- -I- -1- I- .481 .0640 .0000 .00 .88 .08 .13 .013 .00, .00 PIPE I 1 I I I 1 I I 1 1 I I I 119.822 1106.878 .849 1107.727 .50 .39 .00 1107.73 .00 .24 1.98 2.000 .000 ` .00 1 0 -1- -1 -I- -I- -I- -I- -1- -I' -I- -I- -1- -1- -1- 1- .465 -.0640 .0000 .00 .85 .09 .13 .013 .00 .00 PIPE I 1 1 I I I I I I' 1 1 I 1 120.287 1106.908 .819 1107.727 .50 .41 .00 1107.73 .00 .24 1.97 2.000 .000 .00 1 .0 -1- -1- -I- -I- -1- -1- -1- -I- -1- -1- -1 -1- 1- .449 .0640 .0000 .00 .82 .09 .13 .013 .00 .00 PIPE 1 1 I I I I 1 I I I I. I i 120.737 1106.937 .790 1107.727 .50 - .43 .00 1107.73 .00 .24 1.96 2.000 .000. .00 1 .0 -I- -I- -I- -I- -I- -1- -I- -I- -I- -I- -1- -1- -1- 1- .433 .0640 .0000 .00 .79 .10 .13 .013 .00 .00 PIPE I. ' I 1 1 1 I 1 I • 1 1 1 1 1 121.170 1106.964 .762 1107.727 .50 .45 .00 1107.73 .00, .24 1.94 2.000 .000 .00 1 .0 -I- -1- -I- -I- -I- -1- _I= -I- -I- -I- -I- -I- -1- 1- .402 .0640 .0001 .00 .76 .11 .13 .013 .00 .00 PIPE 1 1 - I I I 1 1 I 1 1 1 1 I 121.572 1106.990 .736 1107.726 .50. .48 .00 1107.73 .00 .24 1.93 2.000 .000 .00 1 .0 -1- ,-1- -1- . -I - -I- -I- -I= -1- -1- -1- -I- -1- -I- 1- .386 .0640 .0001 .00 .74- .11 .13 .013 .00 .00 PIPE 1 1 1 I 1. I. 1 I 1 121.958 1107.015' .711 1107.726 .50 .,50 .00 1107.73 .00 ,24 1.91 2.000 000 .00 1 .0 -I- -1- -I- -I- -1 -I- -1- -I- -I- -I- -t -I- -I- 1- .385 .0640 .0001 .00 .71 .12 .13 - .013 ` .00 .00 PIPE I 1 i I 1 I I I I I 1 I I 122.343 1107.040 ,686 1107.726 .50 .52. .00 1107.73 .00 .24 1.90 2.000 .000 .00 1 :'.0 -i- -i- -I- -I -1- -) -1- -I- -I- -I -1- -1- -1- 1-_ .353 .0640 .0001 .00 .69 .13 .13 .013 .00 .00 PIPE -W S P G W - CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 10 24" RCP PAGE Date:10-19-2007 Time: 1:12: 2 ******************k*******************,*********************************+************k************************************ ******** I Invert I Depth 1 Water I Q 1 Vel Vel 1 Energy I Super ICriticallFlow ToplHeight/IBase Wt INo Wth Station I Elev 1 (FT) I Elev I (CFS) 1 (FPS) Head I Grd.E1.1 Elev 1 Depth 1 Width lDia.-FTlor I.D. ZL IPrs/Pip -1- -i- -1 -1- -I- -I- -i- -I- -I -I -!- -1 - - -1 L/Elem ICh Slope 1 1 I I SF Ave! HF ISE DpthlFroude NlNorm Dp 1 "N" 'I X-Fa11 ZR 'Type Ch *********1*********1********1*********1*********1*******1*******1*:,******1*******1********1********1*******1******* ***** 1******* 1 I 1 1 1 1 1 1 1 1 1 1 122.696 1107.062 .663 1107.725 .50 .55 .00 1107.73 .00 .24 1.88 2.000 .000 .00 1 .0 -1- -I- -1- -1- -1 -1- -1- -I- -I- - 1 . 353 .0640 .0001 .00 .66 .14 .13 .013 .00 .00 PIPE 1 I 1 I I I 1 I I. 1 I 123.049 1107.085 .640 1107.725 .50 .58 .01 1107.73 .00 .24 1.87 2.000 .000 .00 1 .0 - I- -I- -1- -I- -1- -1- -1 -1- -1- -i- -1- -(- - - 1- .336 .0640 .0001 .00 .64 .15 .13. .013 .00 .00 PIPE 1 I I. I 1 1 I I I 1 I 1 123.385 1107.106 .6181107.724 .50 .60 .01 1107.73 -..00 .24 1.85 2.000 .000 .00 1 .0 - I -1- -1- -I- -I- -1- -I- -I- -l- -€- -€- -1- - - 1- . 320 .0640 .0001 .00 .62 .16 .13 .013 .00 .00 PIPE I I 1 1 I 1 I I 1 1 1 I 123.705 1107.127 .597 1107.724 .50 .63 .01 1107.73 .00 .24 1.83 2.000 .000 .00 1 .0 - 1- -1- -I- -I- -1- -1- -I- -1- -1- -1- -1- -I- - 1- .304 .0640 .0001 .00 .60 .17 .13 .013 .00 .00 PIPE 1 I I I 1 1 I 1 1 1 1 1 124.009 1107.146 .577 1107.723 .50 .66 .01 1107.73 .00 .24 1.81 2.000 .000 .00 1 0 -1- -1 -1- -I- -1- -1- -1- -1- -1- _ -I- -I- -I- - - 1- .287 .0640 .0002 .00 .58 .18 .13 .013 .00 .00 PIPE I I 1 1 1 1 I 1 1 1. 1 1 124.296 1107.164 .558 1107.723 .50 .70 .01 1107.73 .00 .24 1.79 2.000 .000 .00 1 .0 -1 -1- -I- -I- -1- -1- -1- -1- -1- -1- -1- -1- - 1- .286 .0640 .0002 .00 .56 .19 .13 .013 .00 .00 PIPE I 1 I I 1 1 1 1 1 1 1 I I 124.582 -1107.183 .539 1107.722 .50 .73 .01 1107.73 .00 .24 1.77 2.000. .000. -.00 1 .0 -1- -1- -1_ -1- -1- -1- -I- -1 -I- -I- -1- -I- -1- 1- .269 .0640 .0002 .00 .54 .21 .13 .013 .00 .00 PIPE 1 1 1 I I I I 1 1 1 I I 124.851 1107.200 .521 1107.721' .50 .77 .01 1107.73 .00 .24 1.76 2.000 .000 .00 1 .0 -1- -1- -1- -1- -1- -1- -1- -1- -1- 1- .0002 .00 .52 .22 .13 .013 00..00 PIPE I I 1 I I 1 I I I 1 1 I I 125.104 1107.216 .504 1107.720 .50 .80 .01 1107.73 .00 .24 1.74 2.000 .000 .00 1 .0 -1- -1- -1- -1- -1- -1- -1- --1- -1- -I- -1- -I- -1- 1 .251 .0640 .00 .00 PIPE -€- -1- .252 .0640 .0003 .00 .50 .24 .13 .013 IF FILE: SYSTEM10.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING' CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 10 24" RCP PAGE Date:10-19-2007 Time: 1:12: 2 **************************************i******************************************************************************** r** ******** I Invert I Depth I water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev 1 (CFS) I (FPS) Head I Grd.E1.I Elev I Depth I Width IDia.-FTIor I.D.) ZL JPrs/Pip -1- -I- -I- -I- -I- -I- -I- -I- -I- -I- -1- -I- -I- -I L/Elem ICh Slope 1 I I I SF Ave! HF ISE DpthlFroude NlNorm Dp I "N" I X-Fallt ZR !Type Ch *********1*********1********1*********1*********1*******1*******1*********1*******1**,*****1********1*******1*******1***** I******* I I 1 I I 1 1 I ! I I 1 125.355 1107.232 487 1107..719 .50 .84 .01 11)7.73 .00 .24 1.72. 2.000 .000 .00 1 -1- -I- -I- -1- -I- -1- -I- -I- -I- -I- -I- -(- -I- i 234 .0640 .0003 .00 .49 .25 .13 .013 .00 .00 PIPE 1 1 1 I I I I I 1 I I I 1. 125.589 1107.247 .471 1107.718 .50.88 .01; 1107.73 .00 .24 1.70 2.000 .000 .00 1 -1- -1- -I- -I -I- -I- -I- -I- -I- -I- -I- -I- -1 1- .232 .0640 - .0004 .00 .47 .27 .13 .013 .00 .00 PIPE I 1 1 I I I I I 1 1 I I I 125.821 1107.262 .455 1107.717 .50 .93 .01 1107.73. .00 .24 1.68 2.000 .000 .00. 1 a0 - I- -I- -I- -I- -1-_ -1- -I- -I- -I- -I- -I- -I- -I- .215 .0640 .0004 .00 .46 .29 .13 .013 .00 .00 PIPE 1 I 1 1 1 t 1 I 1 1 1 1 I 126.036 1107.276 .440 1107.716 .50 .97 .01 1107.73" .00 .24 1.66 2.000 .000 .00 1 0 - I- -I -I- -1- -1 -I- -I- -1 -I- -I- -I- -1- -I-` 1- 197 .0640 .0005 .00 .44 .31 .13 .013 .00 .00 PIPE 1 1 1 I I 1 t I I I I I 1 126.233 1107.268. .426 1107.715 .50- 1.02 .02 1107.73. .00 .24 1.64 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I -1- -I- -I- -1- 1- .195 .0640 .0005 .00 .43 .33 .13 .013 .00 .00 PIPE ! I 1 1 1 I 1 I I I I 126.428 1107.301 .412 1107.713 .50 1.07 .02 1107.73 .00 .24 1.62 2.000 .000= .00 1 .0 -I- -1 -1- -I- -1- -1- -I- -I- -1- -I- -I- -I- -I- 1- .111 .0640 .0006 .00 .41 .35 .13 .013 .00 .00 PIPE I I 1 I I I t I I 1 I 1 I 126.539 1107.308 .398 1107.706 .50 1.13 .02 1107.73 .00 - .24 1.60 2.000 .000 .00 1 -1- -I- -I- -1- -I- -1- -I- -I- -1- -I- -I- -1 -I- !- HYDRAULIC JUMP 1 1 1 I I I I I I I 1 126.539 1107.308 .132 1107.440 .50 5.62 .49 1107.93 .00 .24 .99 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -1- -I -1 -I- -I- -I- -I- 26.259 .0640 .0640 1.68 .13 3.31 .13 .013 .00 .00 PIPE 1 I 1 1 1 I I I 1 1 I I I 152.798 1108.988 .132 1109.120 .50 5.62 .49 1109.61 .00 .24 .99 2.000 .000 .00 1 .0 -1- -I- -I- -I- -1- -I- -I- -I- -I- -I- -I- -I- -I- 1- 9.871 .0640 .0618 .61 .13 3.31 .13 .013 .00 .00 PIPE I .0 e FILE:. SYSTEM10.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 10 24" RCP PAGE 6 Date:10-19-2007 Time: 1:12: 2 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 Elev I (CFS) I (FPS) Head I Grd.E1.I Elev I Depth 1 Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I -I- -I_ -I- -I- -1 -1- -1- -I- -1- -I- -I- -1 L/Elem 1Ch Slope I I ( I SF Ave! HF ISE DpthlFroude N1Norm Dp I "N" I X-Fa1ll ZR !Type Ch I I I 1 -- I I 1 I I I 1 I - I 162.669 1109.619 .134 1109.753 .50 5.48 .47 1110.22 .00 .24 1.00 2.000 .000 .00 1 0 -I- -I- -1- -1- -1- -I--I- -1,_-I- I- -1- -I- -I- I- 4.622 .0640 .0559 .26 .13 3.20 .13 .013 .00 .00 PIPE 1 1 I 1 I 1 I I I I I 1 167.291 1109.915 .139 1110.054 .50 5.23 .42 1110.48 .00 .24 1.02 2.000 . .000 .00 1 .0 -I- -I- -1- -I- -I- -1 -I- -1- -I- -I- -I- _1 _ I- 2.270 .0640 .0487 .11 .14 3.00 .13 .013 .00 .00 PIPE 1 I I I I I I t I I 169.561 1110.060 .143 1110.203 .50 4.98 .39 1110.59 .00 .24 1.03 2.000 .000 .00 1 .0 -I- -I- -I- -1 -I- -I- -I- -1- -1- -1- -I- -1- -1- 1- 1.399 .0640 .0425 .06 .1.4 2.82 .13 .013 .00, .00 PIPE I I 1 I 1 I I I I 1 170.960 1110.150 .148 1110.298 .50 4.75 .35 1110.65 .00 .24 1.05 2.000 .000 .00 1. .0 -I- -I- -I- -I- -I- -I -1- -I- -I- -1- -1- -1- -I- 1- 1.000 .0640 .0371 .04 .15 2.64 .13 .013 .00 .00 PIPE I I 1 I I I I I 1 I 1 I. I 171.960 1110.214 .153 1110.367 .50 4.53 .32 1110.69 .00.- .24 1.06 2.000 .000 .00 1 .0 -I- -I- -I- -1- -I- -I- -I- -1- -I- -I- -I- -I- -I- I- .75B .0640 .0324 .02 .15 2`.48 .13 .013 .00 .00 PIPE I 1 I I 1 I I I I` I 1 I 172.718 1110.262 .158 1110.420 .50 4.32 .29 1110.7.1 .00 .24 1.08 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I I- .597 .0640 .0282 .02 .16 2.32 .13 .013 .00 .00 PIPE 1 1 I 1 I I I I I I I I 173.315 1110.300 .163 1110.463 .50 4.12 .26 1110.73 .00 .24 1.09 2.000 -I- -I- -I- -I- -1-. -1- -I- -I- -I- -I- 481 .0640. .0246 .01 .16 2.18 • .13 .013 1 1 1 1 1 I I I I I I 173.796 1110.331 .168 1110.499 , .50 3.93 .24 1110.74 .00 .24 1.11 2.000 - I- -I- -I- -I- -I- -1- -1- -1- -I- -I- -1- -1- .371 .0640 .0214 .01 .17 2.04 .13 .013 I I. I 1 I 1 I - I 1 1 I- 174.167. 1110.355 .174 1110.529 .50 3.74 .22 1110.75 .00 .24 1.13 2.000 - I- -I- -I- -1- -1 -I- -I- -I- -I- -I- -I- -1- .13 .013 .305 .0640 .0187 .01, .17 1.92 .000 .00 1- -1- 1- .00 .00 PIPE 1 1. .000 .00 1 .0 -I- 1- .00 .00 PIPE .000 .00 1 .0 -I- 1- .00 .00 PIPE • W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 10 24" RCP ****************************k********************************************************************************************* I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow Top Station I -Elev I (FT) I Elev I (CFS) I (FPS) Head 1 Grd.E1.I Elev I Depth I Width -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- - L/Elem ICh Slope I I I I SF Ave! HF ISE DpthlFroude N1Norm Dp 1 I 1 1 1 1 1 I.I 174.471 1110.374 .180 1110.554 .50 3.57 .20 1110.75 .00 .24 1.15 -I- -I- -I- -t -I- -I- -I- -I- -I- -1- .273 .0640 .0163 .00 .18 1.80 .13 1 I I I 1 I I I 174.744 1110.392 .185. 1110.577 .50 3.40 .18 1110.76 .00 .24 1.16 -I- -I- -1- -I- -I- -I- -1- -I- -I -1- .188 .0640 .0142 .00 .19 1.69 .13 1 1 I I 1 I I I I 174.932 1110.404 .192 1110.596 .50 3.25 .16 1110.76 .00 .24 1.18 -1- -1- -1- -I- -1- -I- -I- -I- -I- -1- .172 .0640 .0124 .00 .19 1.58 .13 I - I 175.104 1110.415 .198 1110.613 .50 3.09. .15 1110.76 .00 .24 1.19 -1- -I- -I- -I- -I- -I- -I-- -I- -I- -1- .141 .0640 .0108 .00 .20 1.48 .13 I 1 I I I 1 I 175.246 1110.424 .204 1110.628 -I- -I- -I-. -1 .097 .0640 175.343 1110.430 FILE: SYSTE2410.WSW Height/ Dia.-FT "N" ******* 2.000 -I- - 013 2.000 -I- -1- .013 I I 2.000 -I -1- .013 Base Wt► or I.D.I ZL X-Fall( ZR .000 .00 - -1- .00 .00 I I .000 '.00 .00 .00 .000 .00 -1- .00 .00 I I I 2.000 .000 .00 -I- -I- -1- .013 .00 .00 1 I .50 2.95 .14 1110.76 .00 .24 1.21 2.000 .000 .00 1 .0 -I- -I- -I- _ -I- -1-. -1 -1- -I- -1- .0094 .00 .20 1.39 .13 .013 .00 .00 PIPE I I I 1 I I I 1 I. 1 .211 1110.641 .50 2.81 .12 1110.76 .00 .24 1.23 2.000 .000 .00 1 .0 -I- -I- -1- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- - .075 .0640 .0082 .00 .21 1.30 .13 .013 .00 .00 PIPE I I 1 I I I I I 1 I I 1 175.418 1110.435 .218 1110.653 .50 268 .11 1110.76 .00 .24 1.25 2.000 .000 .00 1 0 -1 -I- -I- -I- -I- -I- -I_-1- -1- -I- -I- -i_ _I, _ .056 .0640 .0072 .00 .22 1.22 .13 .013 .00 .00 PIPE I I I I I I 1 1 I I I -I 175.473 1110.438 .225 1110.663 .50 2.56 .10 1110.76 .00 .24 1.26 2.000 .000 .00 1 -1- -I- -I -I- -I- -I- -1- -I- -1- -I- -1- -1- -1 1- .021 .0640 .0063 .00 .23 1.15 .13 .013 .00 .00 PIPE I 1 I I 1 I I I I I 1 I I 175.500 1110.440 .242 1110.682 .50 2.31 .08. 1110.77 .00 .24 1.30 2.000 .000 .00 1 -1- -1 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- PAGE Date:10-19-2007 Time: 1:12: 2 ******_ * No Wth Prs/Pip Type Ch *******. 1 .0 PIPE 1 PIPE 1 .0 PIPE 1 PIPE .0 • SYSTEM 11b T1 CYPRESS BRIDGE. WIDENING T2 DRAINAGE SYSTEM-llb T3 24" RCP SO 100.000 1107.680 1 R 135.700 1110.980 1 .013 SH 135.700 1110.960 1 CD 1 4 1 .000 2.000 .000 .000 .000 .00 Q 11.100 .0 1110.683 1112.980 .000 .000 0 FILE: SYSTEM11b.WSW W S P G W CIVILDESIGN Version 12.99 PAGE Program Package: Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM llb 24" RCP Date:10-19-2007 Time: 1:25:16 I Invert I -Depth`I Water. I 0 I Vel Vel 1 Energy I Super lCriticallFlow ToplHeight/IBase WtI Station I Elev 1 (FT) I Elev I (CFS) ) (FPS) Head I Grd.E1.) Elev I Depth 1 Width IDia.-FTlor I.D.1 ZL - 1- -I- -)- -I- -1- -1 -I- -!- -i -1- -1- -1- -1- - L/Elem ICh Slope I I I I SF Ave) HF ISE DpthlFroude NlNorm Dp I "N" I X-Fallt ZR I I I I 1 I I 1 1 I I I 100.000 1107.680 3.003'r1110.683 11.10 3.53 .19 1110.88 .00 1.20 .00 2.000 000 .00 -I- -I- -1- -I- -I- -1 -1- -l- -1- -1- -1- -1- - -I= 9.906 .0924 .0024 .02 3.00 .00 .54 .013 .00 .00 I 1 I I I I II I 1 I I 109.906 1108.596 2.110 1110.706 - 11.10 3.53 .19 1110.90 .00 1.20 00 2.000 .000 .00 - I- -I- -I- -I--1- -I- -1- -I- -I- -I- -I -1- -I HYDRAULIC JUMP I 1 1 I 1 I I I I I 1 I 109.906 1108.596 .631 1109.227 11.10 13.07 2.65 1111.88 .00 1.20 1.86 •2.000 .000 .00 -1- -I- -1- -1- -1- -I- -I- -I- -I -I- -I- -I- -I- 2.217 .0924 .0501 .11 .63 3.41 .54 .013 .00 .00 1 I I I I 1 I I I 1 I 112.123 1108.801 .641 1109.442 11.10 12.76 2.53 1111.97 .00 1.20 1.87 2.000 .000 .00 - I- -I- -1- -1- -1- -1- -1- -I- -I- -I- 1 -I- -1- 4.392 .0924 .0454 .20 .64 3.29 - .54 .013 .00 .00 i 1' I I 1 I I 1 1 1 - I 116.515 1109.207 .664 1109.871 11.10- 12.16 2.30 1112.17 .00 1.20 1.88 2.000 .000 .00 - I- -I- -1 -1- -I- -I- -I- -I- -I- -1- -1- -I- -1 3.509 .0924 .0398 .14 .66 3.08 .54 .013 .00 .00 1 1 1 1 1 I I. I I I 120.024 1109..531 .688 1110.219 11.10 11..60 2.09 1112.31. .00 - 1.20 1.90 2.000 .000 .00 -1- -I -1- -I- -I -I- -1 =1 -1- -I- -1- -I- -I- 2.880 .0929 .0349 .10 .69 2.88 .54 .013 .00 .00 1 I 1 1 I I I I 1 1 1 122.904 1109.797 .712 1110.509 11.10 11.06 1.90 1112.41 .00 1.20 1.92 :2.000 -1- -1- -1- -1- -1- -1 -I- -I -1- -1- -I- -1- 2.369 .0929 .0306 .07 .71 2.69' .54 .013 I I I 1 1 1 I I I; f I 125.273 1110.016 .738 1110.754 11.10 10.54 1.73 1112.48 .00 1.20 1.93 2.000 - 1- -I- -I- -1- -I- -1- -)- -t- -I- -I- -I- -I- 1.994 .0924 .0268 .05 .74 2.52 .54 .013 I I I 1 1 1 1 1 1 1 127.267 1110.200 .764 1110.965 11.10 10.05 1.57 1112.53 .00 1.20 1 94 2.000 -1- -I- -1 -I- -I-- -1- -i -I- -I- -I- -I- -1 1.663 .0924 .0235 .04 .76 2.35 - 54 .013. No Wth Prs/Pip Type Ch 1 1 PIPE 1 1 . !- PIPE 1 PIPE 1 PIPE I 1 .000 .00 1 -I- I- .00 .00 PIPE-- ( .000 .00 1 . -1- 1- .00 .00 PIPE 1 ) .000 .00 1 -I- , 1- .00 .00 PIPE FILE: SYSTEM11b.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM llb 24" RCP PAGE Date:10-19-2007 Time: 1:25:16 I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticaliFlow Top Height/IBase WtI INo Wth Station ! Elev -.1 (FT) I Elev I (CFS) 1 (FPS) Head I Grd.E1.I Elev 1 Depth I Width Dia.-FTIor I.D.I ZL IPrs/Pip -1- -1- -I- -1- -I- -I- -I- -I- -1- -I- - - -I- -I- -1 L/Elem ICh SlopeI I I I SF Ave! HF ISE DpthlFroude NINorm Dp "N" I X-Fal11 ZR 'Type Ch *********1*********1********1*********1*********1*******1*******1*********1*******1********1******** *******1*******I***** i******* 1 I I 1 I I I I i., 1 1 1 128.930 1110.354 .792 1111.146. 11.10 9.58 1.43 1112.57 .00 1.20 1.96 .2.000 .000 -. .00 1 .0 -I -I- -I- -1- -I- -1 -I- -I- -I- -1- - - -I -1- 1- 1.402 0924 .0206 .03 79 2.19 .54 013 00 .00 PIPE I 1 1 I I I 1 1 1 1 I 130,331 1110.484 .821 1111.305 - 11,10 9.14 1.30 1112.60 .00 1.20 1.97 2.000 .000 .00 1 .0 -1- -I- -I- -I- -1- -I- -1- -I- -I- -I- - - -1- -I I- 1.182 .0924 .0181 .02 .82 2.05 .54 .013 .00. .00 PIPE 1 I I I I I 1 1 1 1 I 1 131.514 1110.593 .851 1111.444 11.10 8.71 1.18 1112.62 .00 1.20 1.98 2.000 .000 .00 1 .0, -I- -1- -I- -1- -1- -I- -i- -I- -1- -I- - - -1-. -1- 1- ,995 .0924 .0159 .02 ,85, 1..91 .54 .013 .00 .00 PIPE I 1 1 I I I I 1 1 132.509 1110.685 .882 1111.567 11.10 8.31 1,07 1112.64 .00 1.20 1.99 2.000 .000 .00 1 0- -1 -1- -I- -I- -1- -1-- -1- -I- -1 -I- _ - -f -I- 1- .821 .0924 0190 .01 .88 1.78 .54 .013 .00 .00 PIPE i I I 1 t I 1 1 1 I 1 1 1 133.330' 1110.761 .915 1111.676 11.10 7.92 .97 1112.65 .00 1.20 1.99 2.000 .000 .00 1 -1- -I- -I- -I- -I- -I- -I- -I- -1- -I- -I- -I- -1- 1- .681 .0924 .0123 .01 .92 1.66 .54 .013 .00 .00 PIPE I_ 1 1: I 1 I 1 1 134.010 1110.824 .949 1111.773` 11.10 7.55 .89 1112.66 .00 1.20 2.00 2.000 .000' .00 1 -1- -I- -I- -I- -1- -I- -I- -1- -I-, -I- -1- -1- -1- 1- .545 .0924 .0108 .01 .95 1.55 ,54 .013 .00 .00 PIPE 1 I I 1 1 1 I 1 ! 1 I I 1 134.556 1110.874 .985 1111.859 11.10 7.20 .81 1112.66 .00 1.20 ' 2.00 2.000 .000 .00 1 - 1 -I- -I- -1- -I- -I- -I- -I- -i- I- 424 0924 0095 .00 .99. 1.45 .54 .013 .00 .00 PIPE 1 1 1 1 1 I 1 1 1 1 I 1 1 134.980 1110.913 1,023 1111.936- 11.10 6.87 .73 1112.67 .00 1.20 2.00 2.000 .000 .00 1 -I- -I- -I- -I- -1- -I- -I- -1- .328 .0924 .0084 .00 1.02 1.35 .54. .013 .00 .00 PIPE 1 1 1 I 1 1 I I 1 ) 1 1 1 135.308 1110.944 1.062 1112.006 11.10 6.55 .67 1112.67 .00 1.20 2.00 2.000 .000 .00 1 - 1- -1- -1- -1--I- -I- -I- -I- -i -r- -I- -I -I- 1- 217 .0924 ,0074 .00 1.06.1.25 .54 .013 ` .00 .00 PIPE -I- - -1 --I- I- FILE: SYSTEM11b.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING. DRAINAGE SYSTEM llb 24" RCP PAGE Date:10-19-2007 Time: 1:25:16 *#*************************************************t**************************************************•********* ******** I Invert 1 Depth.! Water I Q I Vel Vel I Energy 1 Super ICriticalIFlow ToplHeight/ Base Wtl INo Wth Station l Elev 1 (FT) 1 Elev 1 (CFS) I (FPS) Head 1 Grd.E1.1 Elev 1 Depth 1 Width IDia.-FT or I.D.) ZL tPrs/Pip -1 -1- -I- -I- -I- -I- -I- -1- -I- -1- -1- - - -1- -1 L/Elem ICh Slope 1- 1 I I SF Ave! HF ISE DpthlFroude NlNorm Dp I "N" X-Fa11I ZR. IType Ch 1 1 I I I I - 1 1. 1 1 135.525 1110.964 1.104 -1112.068 11.10 6.24 .60 1112.67 .00 1.20 1.99 2.000 - 1- -I -1- -1- -I- -1- -I- -I- -I- -1- -1- .140 .0924 .0065 .00 1.10 1.16 .54 .013 1I I I I I I I I 135.664 1110.977 1.147 1112.124 11.10 5.95 .55 1112.67 .00 1.20 1.98 2.000 - I- -I- -1- -I- -I- -I- -I- -I- -I :-1 - . -1- - .036 .0924 0058 .00 1.15 .1.08. .54 .013 1 ! I. 1. I I I I I I 135.700 1110.980 1.195 1112.175 11.10 5.67 .50 1112.67 .00 1.20 1.96 2.000 -I- -1- -1- -I- -(- -1 -1- - 1 1 .000 .00' 1 .0 - -I- 1- - .00 .00 PIPE 1 .000 .00 1 .0 - -!- 1- .00. .00 PIPE .000 .00 1 .0 - -(- 1- I Oa • T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM llc T3 24" RCP SO 100.000 1107.680 1 SYSTEM llc 1110.683 R 171.500 1111.800 1 .013 .000 .000 0 SH 171.500 1111.800 1 1113.800 CD 1 4 1 .000 2.000 .000 .000 .000 .00 Q - 47.900 FILE: SYSTEM11c.WSW • W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM lic 24" RCP I Invert I Depth I Water I Q I Vel Vet I Energy I Super Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.I Elev -I- -I- -I- -I- -I- -I- -I- -1- - L/Elem ICh Slope I I I I SF Ave) HF ISE Dpth I I I I I I I I i 1 100.000 1107.680 3.003 1110.683 47.90 15.25 3.61 1114.29 .00 1.98 .00 2.000 -i- -I- -1- -I -I- -I- -I- -I- - -1 -I- -I- 71.500 .0576 .0448 3.21 3.00 .00 1.46 .013 I I I I I I.I 171.500 1111.800 2.088 1113.889 47.90 15.25 3.61 1117.50 .00 1.98 -I- -I -I- -I- -I- -I- -I- -I- -I -I- Date:l0-19-2007 Time: 1:19:19 * * * * * * * * CriticallFlow TopiHeight/10ase WtI No Wth Depth I Width IDia.-FTIor I.D.1 ZL Prs/Pip - -I- -I- -I- -1- Froude NlNorm Dp I "N" I X-Falil ZR Type Ch • ******* .000 .00 1` -I- 1- .00 -.00 PIPE I I I I .00 2.000 .000 .00 1 .0 -I- -1- -I- 1 1 • T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 12 T3 24" RCP SO 100.000 1107.680 1 R 131.100 1112.030 1 .013 SH 131.100 1112.030 1 1114.030 CD 1 4 1 .000 2.000 .000 .000 .000 .00 Q 47.500 .0 1110.683 .000 .000 0 t FILE: SYSTEM12.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 12 24" RCP PAGE 1 Date:10-19-2007 Time: 1:30:40 ************************************************.*+**********************************************aa**********************♦ **a**k** 1 Invert 1 Depth 1 Water I Q I Vel Vel I Energy Super ICritical1Flow ToplHeight/IBase Wt1 No Wth Station I Elev ( (FT) 1 Elev I (CFS) I (FPS) Head 1 Grd.E1. Elev I Depth I Width IDia.-FTIor I.D.I ZL Prs/Pip - I- -I-- -I- -I- -I- -I- -1- - - -I- -1- -1- -I- -I- - L/Elem ICh Slope 1 I I I SF Avel HF SE DpthlFroude NiNorm Dp I "N" I X-Fa11I ZR Type Ch *********1*********1********1*********1*********I*******I*******I****************I********I********I*******I*******I***** ******* I I I I 1 1 1 1 I 1 I 100.000 1107.680 1.350 1109.030 47.50 21.05 6.88 1115.91 .00 1.98 1.87 2.000 000 .00 1 -.0 - 1- -1- -I- -1- -I- -I_ _I- - - -I- -I- -I -I- -1- I.- 6.915 .1399 .0659 .46 1.35 3.38 1.07 .013 .00 .00 PIPE I • 1 I I ) 1 I I I I .00 1.98 1.83 2.000 - .000 .00 1 .0 - -I- -I- -I- -I- -I- I- 1.40 • 3.13 1.07 .013 -.00 .00 PIPE I I 1 1 I I .00 1.98 1.77 2.000 .000. .00 1 .0 -I- -1- -I- -I- -I- 1- 1.47 2.87 1.07 .013 .00 .00 PIPE I I I I - I I .00 1.98 1.69 2.000 .000. .00 1 0 - -I- -I-: -I -I- -I- I- 1.54. 2.61 1.07 .013 .00 .00 PIPE I I. 1 1 I .00 1.98 1.58 2.000 .000 .00 1 .0 -I- -I- -I- -I- -1 1- 1.61 2.35 1.07 .013 .00 .00 PIPE - I 1 - I 1 1 I .00 1.98 1,42 2.000 .000 .00 1. .0 -1- -I- - -I- -I- -1- I 1.70 2.08 1.07 .013 .00 .00 PIPE I I I I I .00 1.98 1.18 2.000 .000 .00 1 . , 1.07 .44 -I- -I- -1- -I- -I- I- 106.915 1108.647 1.403 1110.050 47.50 20.17 6.32 1116.37 -I- -I- -1- -I- -I- - 6.341 .1399 - .0592 .38 '. I I I I I I - 113.256 1109.534 1.466 1111.000 47.50 19.23 5.75 1116.75 - 1- -I- _ -I- -I- -I- -1- -I- - 5.208 .1399 .0530 .28 I I 1 I I 1 118.464 1110.263 1.536 1111.799 47.50 18.34 5.22 1117.02 -1 -I- -I- -I- -I- -I -i- 4.319 .1399 .0478 .21 1 I I I I I I' 122.783 1110.867 1.613 1112.480 47.50 17.49 4.75 1117.23 -1- -I- -1 -I- -I- -I- -I- -I- 3.552 .1399 .0434 .15,. I 1 I I I i.. 126.335 1111.364 1.702 1113.066 47.50 16.67 4.32. 1117.38 - I- -I- -1- -1- -I- -I- -I- -I - 2.869 .1399 .0401 .11 I I I I I I 1 129.204 1111.765 1.808 1113.573 47.50 15.90 3.921117.50 -1 -I- -I- -I -I- -1- -I- -1- 1.896 .1399 .0395 .07 1 I 1 I I I 131.100 1112.030 1.975 1114.005 47.50 15.15 3.57 1117.57 - I- -I- -I- -1- -I- -I- -1- -I- -I- -1- 1.81 1.76 I .00 1.98 1_ .013 .00 - .00 PIPE I- I 1 2.000 .000 -.00 1 T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 13 T3 DOWNSTREAM TO FLOW SPLITTER SO 100.000 1093.640 1 R 210.400 1094.190 1 .013 JX 216.400 1094.220 4 2 3.013 R 587.900 1097.930 4 .013 JX 593.900 1097.960 5 .013 R 709.800 1102.800 5 .013 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 1098.140 .000 .000 0 .900 27.100 1094.220 1094.220 -90.0 90.0 .000 .000 .000 0 .000 .000 0 FILE: SYSTEM13.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 13. DOWNSTREAM TO FLOW SPLITTER I. Invert 1 Depth i Water 1 Q I Vel Vel 1 Energy 1 Super ICriticallFlow Top Station j Elev I (FT) I Elev 1 (CFS) 1 (FPS) Head 1 Grd.E1.1 Elev I Depth 1 Width - i- -I- -I- -1- -1- -1- -I- -1- -1- -1- - L/Elem ICh Slope 1 1 1 i SF Ave! HF ISE DpthlFroude NlNorm Dp PAGE Date:11-20-2007 Time: 3:23: 1 Height/IBase WtI INo Wth Dia.-FTIor I.D.) ZL IPrs/Pip - -I- -I- -i "N^ 1 X-Fa11I ZR (Type Ch *******1*******1***** 1******* 1 1 1 I 1 1 1 I 1 1 1 1 100.000 1093.640 4.500 1098.140 118.32 7.44 .86.1099.00'. .00 . 3.20 .00 4.500- .000 .00 1 .0. -I- -I- -I- -1--I- -1- -1- _1 _ _1 -1- - - -1- -1- 1- .000 .0050 .0036 .00 .. 4.50 .00 3.19 .013 .00 .00 PIPE I • 1 1 1 I: I I I I 1 I 1 1 100.000 1093.640 4.500 1098.140 118.32 7.44 .86 1099.00 .00 3.20 .00 4.500 .000 .00 1 .0 -1-- -1- -I- -1- -I- -1- -1- -1- -1- -1 -1- -1 -1-.. 1.- 110.400 .0050 .0034 .37 4.50 .00 3.19 .013 .00 .00 PIPE 1 1 1 I 1 I 1 1 I 1 1 1 l 210.400 1094.190 4.290. 1098.480 118.32 7.57 .89 1099.37 .00 3.20 1.90 4.500 .000 .00 . 1. .0 - I- -I- -1- -1- -1- -1- -I- -1- -I- -I- -1- -1- -1 1 JUNCT STR .0050 .0026 .02 4.29 .46 .013 .00 .00 PIPE 1 1 I 1- I, 1 1 I I I 1 1 216.400 1094.220 5.029 1099.249 90.32 5.68 .50 1099.75 . .00 2.79 .00. 4.500 .000 .00 1 .0 -1- -I- -1- -I- -I- -1- -1- -I- -I- -1- -I -I- -1- 1- 67.136 .0100 .0021 .14 5.03 .00 2.14 .013 .00 .00 PIPE 1 1 l 1 I I 1 I 1 I ( 1 1 283.536 1094.891 4.500 1099.391 90.32 5.68 .50 1099.89 1 .00 2.79 .00 4.500 .000 .00 1 0 - 1- -I- -1- -I- -I- -1- -1- -1- -I- -I- -I- _I -I ' 1- 45.723 .0100 .0020 .09' 4.50 .00 2.14 .013 .00 .00 PIPE 1 1 1 1 1 1 1 1 1 1 1 1 329.259 1095.347 4..082 1099.429 . 90.32 5.96 .55 1099.98 .00 2.79 2.61 4.50.0 .000 .00 1 .0 -1--I -1- -1- -I- -1- -1- . -1- -1- -I -I- -1- -1- 1- 23.142 .0100 .0019 .04 4.08 .44 2.14 .013 .00 .00 PIPE I I 1 I I I I I I 1 1 1 1 352.401. 1095.578 3.840 1099.418 90.32 6..25 .61 1100.02 .00 2.79 3.18 4.500 - .000 .00 1 -1- -I- -1 -I- -1- 1- -I =1- -I -1- -I- -1- -1- 1 5.408 .0100 .0020 .01 3.84 .52 2.14- .013 .00 .00 PIPE I I I I 1 I 1 I 1 I I I 357.809 1095.632 3.780 1099.412 90.32 6.33 .62 1100.04 .00 2.79 3.30 4.500 .000 .00 1 .0 -1- -1- -I- -1- -1- -I -I- -I- -I- -I- -1- -1- -1- 1. HYDRAULIC JUMP 1 I I 1 1 I I 1 1 1 1 357.809 1095.632 2.008 1097.641 90.32 13.15 2.69 1100.33 .00 2.79 4.47 4.500 .000 .00 1 .0 -1- -I- -I- -1- -1- -I-. -I- -1- -I- -I- -1- -1- -1- I 18.087 .0100 .0126 .23 2.01 1.87 2.14 .013 .00 .00 PIPE FILE: SYSTEM13.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number; 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 13 DOWNSTREAM TO FLOW SPLITTER PAGE Date:11-20-2007 Time: 3:23: 1 ********************************************s*#*********#******************t**t**s*****************************s********* *****#** 1 Invert I Depth I Water I Q I Vel Vel I Energy i Super ICritical(Flow ToplHeight/IBase Wtl INo Wth Station I .Elev. I (FT) ) Elev I (CFS) I (FPS) Head I Grd.El.I Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip - I- .-1- -I- -I- -I- -I- -I- -I- -I- -1 -I- -1- -I- -I L/Elem ICh Slope I I 1 I SF Ave! HF ISE DpthlFroude N)Norm Dp I "N" 1 X-Fa1lI ZR IType Ch I I I 1 I 1 1 1 I 1 375.895 1095.813 2.000 1097.813. 90.32 13.22 2.71 1100.53 .00 2.79 4.47 4.500 .000 .00 1 .0 - I- -I- -I- -I- -I- -1- -I- -1-- -I- -1 -1- -I- -I- I- 55.872 .0100 .0136 .76 2.00 1.89 2.14 .013 .00 .00 PIPE I I I 1 1 1 1 I I I I I I 431.767 1096.371 1.929 1098.300 90.32 13.87 2.99 1101.29 .00 2.79 4.45 4.500 .000 .00 1 .0 -I- -I- -1 -1- -1 -I- -1- -1- -I- -I -I- -I- -I- I- 42.017 .0100 .0155 .65 1.93 2.02 2.14 .013 .00 .00 PIPE 1 I I 1 1 1 I I. I 1 1 1 I 473.785 1096.791 1.860 1098.651 90.32 14.54 3.28 1101.94 .00 2.79 4.43 4.500 .000 .00 1 .0 -1- -I- -I- -1- -I- -1- -I- -1- -1- -I- -I- -I--I- 1- 34.621 .0100 .0176 .61 1.86 2.17 2.14 .013 .00 .00 PIPE I I I I 1 I l _ 1 I I 508.406 1097.136 1.795 1098.931 90.32 15.25 3.61 1102.54 .00 2.79 4.41 4.500 .000 .00 1 0 -I- -I- -I- _I- -I- -1- -1- -I- -1- -1 -1- -I -1- 1-. 29.643 .0100 .0201 .59 1.80 2.32 2.14 .013 .00 .00 PIPE 1 1 I I I I I I I I 1 I 538.048 1097.432 1.732 1099.164 90.32 16.00 3.97 1103.14 .00 2.79 4.38 4.500 .000 .00 1 .0 -1 -I- I- -I -I- -I- -I- -1- -I -I- -I- -I- -I- I- 26.224 .0100 .0229 .60- 1.73 2.48 2.14 - .013 .00 .00 PIPE 1 1 I 1 I I I 1 564.273 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 -I -I- I- -I- -I -I- -I- -I- -1- -I- -I- -1- -I- 1- 23.627 .0100 .0261 .62 1.67 2.66 2.14 .013 .00 .00 PIPE 1 1 1 I I I I I (' I 1 I 587.900 1097.930 1.615 1099.545 90.32 17.60 4.81 1104.35 .00 2.79 4.32 4.500 .000 .00 1 .0 -1 -I- -i -i -I -i -I- -I- -I- -I- -I- -I- -1- 1- JUNCT-STR .0050 .0284 .17 1.61 2.84 .013 .00 .00 PIPE I 1 I 1 I I I I I 1 I 593.900 1097.960 1.596 1099.555 90.32 17.89 4.97 1104.52 .00 2.79 4.31 4.500 .000 .00 1 .0 -1- -I- -1- -I- -I- -I- -I- -I- -I- -I -I -I- -I- I- 20.134 .0418 .0278 .56 1.60 2.91 1.45 .013 .00 .00 PIPE 1 I I I 1 I I, 1 1 I 1 I 614.034 1098.801 1.635 1100.436 90.32 17.30 4.65 1105.08 .00 2.79 4.33 - 4.500 .000 .00 1 .0 -I- -1 -I- -I- -I- -I- -1- -I- -I- -I- -I- -I- -I- (- 21.506 .0418 .0249 .53 1.64 2.78 1.45 .013 .00 .00 PIPE FILE: SYSTEM13.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 13 DOWNSTREAM TO FLOW SPLITTER PAGE Date:11-20-2007 Time: 3:23: 1 ***************i*********i**i*******************************+********'*******+********************+***********!*********** ******** (`Invert I Depth I Water I Q I Vel Vel I Energy I Super ►CriticallFlow ToplHeight/IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head f Grd.E1.I Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip - I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I -1- -I L/Elem ICh Slope I I I I SF Ave' HF ISE DpthlFroude NlNorm Dp I "N" I X-FaLlI ZR IType Ch 1 I I I I I 1 I 1. I I I I 635.540 1099.699 1.694 1101.393 90.32 16.49 4.22 1105.62 .00 2.79. 4.36 4.500 .000 .00 1 .0 - I- -I- -I- -I- -I -1- -1- -I- -I- -I- -I -I- -I_ I- 16.189 0418 .0218 .35 1.69 2.59 1.45 .013 .00 .00 PIPE II I 1 I I I I 1 I I 1 651.730 1100.375 1.755 1102.130 90.32 15.73 3.84 1105.97 .00 2.79 4.39 4.500 .000 .00 1 .0 -t -I- -I- -I- -I- -I- -I- -I- -1- -I- -I- -I- -1 I- 12.644 - .0418 .0191 .24 1.76 2.42 1.45 .013 .00 .00 PIPE 1 I I I I I I I 1 I I 1 I 664.373 1100.903 1.818 1102.721 90.32 14.99 3.49 1106.21 .00 2.79 4.42 4.500 .000 .00 1 .0 - I- -I- -I -1- -I -I- -I- -I- -I- -I- -1- -1- -I- I- 10.028 .0418 .0168 .17 1.82 2.26 1.45 .013 .00 .00 PIPE 1 1 I I I I 1 I I I I 674.401 1101.322 1.885 1103.207 90.32 14.30 3.17 110638 .00 2.79 4.44 4.500 .000 .00 1 .0 -I- -I- -I- - -I- -I- -I- -I- -I- -I- -I- -1- -I- -I- I- 8.127 .0418 .0147 .12 1.89 2.11 1.45 .013 .00 .00 PIPE I 1 I I I I I I I I I 682.528 1101.661 1.954 1103.615 90.32 13.63 2.89 1106.50 .00 2.79 4.46 4.500 .000 .00 1 0 - I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -1- -I- -I- (- 6.606 .0418 .0130 .09 1.95 1.97 1.45 .013 .00 .00 PIPE I 1 1 1 I 1 1 1 1 1 1 I I 689.135. 1101.937 2.026 1103.963 90.32 13.00 2.62 1106.59 .00 2.79 4.48 4.500 .000 .00 1 .0. -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -f- -I- I- 5.349 .0418 .0114 .06 2.03 1.84 1.45 .013 .00 .00 PIPE I I I I I I I I I 694.483 1102.160 2.102 1104.262 90.32 12.39 2.38 1106.65 .00 2.79 4.49 4.500 .000 .00 1 .0 -I- -I- -1 -I- -I- -I -I -I- -1 -I- -I- -I- -I- I- 4.340 .0418 .0100 .04 2.10 1.71 1.45 .013 .00 .00 PIPE-- 1 I I I I I I 1 1 1 1 1 1 698.824 1102.342 2.181 1104.523 90.32 11.82 2.17 1106.69 .00 2.79 4.50 4.500 .000 .00 1 0 -I- -1- -I- -I- -1- -I- -I- -I- -I- -I- -I- -I- -I- I- 3.463 .0418 .0088 .03 2.18 1.60 1.45 .013 .00 .00 PIPE I I 1 I I I 1 I I, I I I I 702.286 1102.486 2.264 1104.750 90.32 11.27 1.97 1106.72 .00 2.79 4.50 4.500 .000 .00 1 0 - I- - -I- -1- -I- -I- -I- . -I- -I- -1= -1- -I- -I-. -I- I- 2.711 .0418 .0078 .02 2.26 1.49 -1.45 .013 .00 .00 PIPE: r FILE: SYSTEM13.WSW W S P G W- CIVILDESIGN Version 12.99 ProgramPackage Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 13 DOWNSTREAM TO FLOW SPLITTER I Invert I Depth I Water I Q I Vel Vel 1 Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev 1 (FT) 1 Elev I (CFS) I (FPS) Head I Grd.E1.l 'Elev I Depth I Width !Dia.-FTlor I.D.I ZL IPrs/Pip -I- -I- -I- -1- -1- -I- -I- -1- -1- -1- -1- -I- -1- -I L/Elem (Ch Slope I I I I SF Ave' HF ISE DpthlFroude N.INorm Dp 1 "N" I K-Fall( ZR IType Ch *********I*********l********I*********1*********I*******I******,•1*********1*******1********1********1*******1*******1***** (******* I I 1 1 I 1 1 1 1 1 1 I 1 704.997 1102.599 2.351 1104.951 90.32 10.74 1.79 1106.74 .00 2.79 4.50 4.500 .000 .00 1 .0 -1--1- -I- _I --I-- -I- -1- -1_ -1--1-_ -1- -I- -I- I- 2.058 .0418 .0068 .01 2.35 1.38 1.45 .013 .00 .00 PIPE. I I I I 1 1 I I I I I 1 I 707.055 1102.685 2.442 1105.128 90.32 10.24 1.63-1106.76 .00 2.79 4.48 4.500 .000 00 1 0 -1- -I- -1- -I- -1- -1- -1- -1- -I- -I- -1- -1- -I- 1 1.430 .0418 .0060 .01 2.44 1.29 1.45 .013 .00 .00 PIPE I I 1 1 1 I 1 I 1 1 -1 1 1 708.485 1102.745 2.539 1105.284 90.32. 9.76 1.48 1106.76 .00 2.79 4.46 4.500 .000 .00 1 0 -1- -I- -I- -I- -I- -- -1- -1- -I- -I- -I- -I- -1- -I- 1- .922 .0418 .0053 .00 2.54 1.20 1.45 .013 .00 .00 PIPE. I I 1 I I 1 I I I I I 1 1 709.407 1102.784 2.640 1105.424 90.32 9.31 1.35 1106.77 .00 2.79 4.43 4.500` .000 .00 1 0 -1- -1- -1- -1- -I- -I- -I- -1- -I- -1- -1- -I- -1- 1- .393 .0418 .0047 .00 2.64 1.11 1.45 .013 .00 .00 PIPE. 1 I 1 I 1 1 1 1 I 1 1 I 1 709.800 1102.800 2.748 1105.548 90.32 8.88 -1.22 1106.77 .00 2.79 4.39 4.500 .000 .00 1 .0 -1- -I- -I- -1 -I- -I -1- -1 -1- -1- -I- -I -1- I - PAGE Date:11-20-2007 Time: 3:23: 1 • T1 CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 13 T3 FLOW SPLITTER TO UPSTREAM END SO 100.000 1101.540 1 R 188.600 1101.980 1 .013 JX 194.600 1102.010 3 2 .013 2.900 R 606.400 1105.580 3 .013 JX 612.400 1105.610 5 4 .013 .500 R 707.400 1107.650 5 .013 SH 707.400 1107.650 5 1112.150 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 Q 106.400 .0 1105.548 1102.010 1105.610 .000 .000 0 90.0 .000 .000 .000 0.• 90.0 .000 .000 .000 0 FILE: SYSTEM13B.WSW El W S P G W- CIVILDESIGN Version 12,99 PAGE 1 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 13 • FLOW SPLITTER TO UPSTREAM END ******+**+**4******************************************************************************************* *************** * ******** { Invert 1 Depth I Water ( Q 1 Vel Vel Station I Elev I (FT) I Elev I (CFS) 1 (FPS) Head -1-_ -I- -1- -I- -1- -I- - L/Elem (Ch Slope 1 1 1 1 SF Ave • Date:10-18-2007 Time: 4:35:30 Energy I Super ICriticallFlow ToplHeight/ Base Wtl INo Wth Grd.El.I Elev I Depth ( Width IDia.-FT or I.D.I ZL IPrs/Pip - -I- -1- -1- -1- - - -I- -1 HF ISE DpthlFroude NlNorm Dp.l "N" X-Fall{ ZR IType Ch *********l*******1********1********1******* *******1***** I******* I I I I ( 100.000 1101.540 4.008 - 1105.548 109.80 7.34 .84 1106.38 .00 3.08 2.81 4.500 - 1- -1- -I- -1- -1- -1- -1- -I- -I--1- -1- - 69.122 .0050 .0029 .20 4.01 .56 3.02 .013 I I 1 I I I 1 1 1 1 169.122 1101.883 3.780 1105.663 109.80 7.70 .92 1106.58 .00 3.08 3.30 4.500 -I- -1- -1- -I- -1- - -1- -1- -1-- -I- -1- -1 - 19.478 .0050 i 1 1 1 188.600 1101.980 3.713' 1105.693 109.80 - 1- -1- -I- -1- -I- JUNCT STR .0050 I 1 I 1 1 .0030 .06 3.78 .65 3.02 .013 1 I I 7.82 .95 1106.64 .00 3.08 3.42 4.500 -I- -I- -1-- -1- -I- -1- -1- .0029 .02 3.71 .68 .013 I I I I I I 194.600 1102.010 3.855 1105.865 106.90 7.37 .84 1106.71 .00 3.04 3.15 4.500 - 1 -I- -I- -1- -(- 13.687 .0087 1 I I _' 208.287 1102.129 3.724 1105.853 106.90 -I- -I- -I= -I- =1- HYDRAULIC JUMP -I- -I- -1- -1- -1 -I- -1- .0028 .04 . 3.85 .61 2.47 .013 I. 1 I I I I 7.60 .90 1106.75. .00 3.04 3.40 4.500 -1- -1- -1- -I- -4- -1- -I- .000 .00 1 -1-- 1- .00 .00 -PIPE 1 1 .000 .00. 1 .0 _{- (- ."00 .00 PIPE 1 .000 .00 1 -. -{_ 1- .00 .00 PIPE 1 .000 .00 1 -i- 1- .00. .00 PIPE 1 1 .000 .00 1 -1- 1 - I 1 I .I I 1 1 - 1 I I I- 208.287 1102.129 2.466 1104.595 106.90 11.98 2.23 110682 .00 3.04 4.48 4.500 .000 .00 - 1- -1- -1- -1- -1- -I- -( -1-: -1- -1- -1- -1- -1- 182.074 .0087 .0091 1.65. 2.47 1.50 2.47 .013 .00 .00 I 1 1 I I 1 1 I I I 1 1 390.361 1103.707 2.406 1106.113. 106.90 12.35 2.37 1108.48 .00 3.04 4.49 4.500 .000 .00 -1- -I- _1_ -I- -1- -1- -I- -1- -1- -1- -I -I- -I- 104.753 , .0087 .0101 1.05. 2.41 1.57 2.47 .013 .00 .00 1 ..i I I I I 1 I. 1 1 1 1 495.114 1104.615 2.316 1106.931 106.90 12.95 2.60 1109.54 .00 3.04 4.50 4.500 .000 .00 - 1- -1- -1- -1- -1- -1- -1- -1- -I -I- -1- -1- -1- .0114 .. .73 2.32 1.69 2.47 .013 .00 .00 63.603 .0087 I 1 I 1 1 I I I I 1 I I. 558.716 1105.167 2.231 1107.398 106.90 13.58 2.87 1110.26 .00 3.04 4.50 4.500 .000 .00 -1- -1- -I- -I- -1- -I- -I -I- -I- -I- -1- -1- -I- 47.684 .0087 .0130 .62 2.23 1.81 2.47 .013 .00 .00 1 1 .0 1- PIPE 1 1 PIPE i 1 .0 PIPE 1 .0 PIPE O M MN FILE: SYSTEM13B.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE. PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 13 • FLOW SPLITTER TO UPSTREAM END **********k*****k*******************Sri************************************************************************************ ******** I Invert 1 Depth I Water I Q 1 Vel Vel 1 Energy 1 Super ICritica11F1ow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.l Elev 1 Depth I Width IDia.-FTlor I.D.1 ZL IPrs/Pip. - 1- -I- -1 -1- -1- -1 -1- -1- -I- -1- -1- -I- -1- -1 L/Elem ICh Slope I 1 1 I SF Ave! HF ISE Dpth1Froude NlNorm Dp I "N" 1 X-Fa11( ZR !Type Ch *********1*********1********1*********1**f******1*******1*******1*********1*******1********1***k*k**1*******1*******1***** i******* I 1 I 1 1 I I I I I 1 I 1 606.400 1105.580 2.150 1107.730 106.90 14.25 3.15 1110.88 .00 3.04 4.50 .. 4.500 .000 .00 1 .0 - 1- -1- -1- -1- -I- -I- -1- -1- -1 -I- -1 -1- -I- 1- JUNCT STR .0050 .0142 .09 2.15 1.94 .013 .00 .00 PIPE 1 1 I 1 I 1 I 1 I I 1 1 I 612.400 1105.610 2.111 1107.721 106.40 14.53 3.28 1111.00 .00 3.03 4.49 4.500 .000 .00 1 .0 - I- -I -1- -1- -1- -1- -1- -1- -I- -1 -1- -1- -1- I- 8.938 .0215 .0143 .13 2.11 2.00 1.89 .013 .00 .00 PIPE 1 I 1 1 I I I I I I I I I 621.338 1105.802 2.132 1107.934 106.40 14.33 3.19 1111.12 .00 3.03 4.49 4.500 -.000 .00 1 .0 - 1- -1- -I- -1- -1- -1- -I- -1- -1- -I- -1- -1- -I- I- 25.365 .0215 .0132 .34 2.13 1.97 1.89 .013 .00 .00 PIPE 1 I I I I (. I 1 1 I 1 1 1 646.703 1106.347 2.213 1108.560 106.40 13.67 2.90 1111.46 .00 3.03 4.50 4.500 .000 .00 1 0 -1- -1- -I- . -I- -1- -1- -i- -I -I- -I- -1- -I- -1- 1- 18.288 .0117 .21 2.21 1.83 1.89 .013 .00 .00 PIPE _0215I 1 I I I I I I I 1 I 1 1 664.991 1106.739 2.297 1109.036 106.40 13.03_ 2.64 1111.67 .00 3.03 4..50 4.500 .000 .00 1 0 -I- -1- -I- -I- -I- _(_ -1- -!- -1- -1- -(- -1- -I- 1- 13.442 .0215 .0103 .14 2.30 1.70 1.89 .013 .00 .00 PIPE, I 1 1 1 I 1 1 I 1 I. 1 I I 678.433 1107.028 2.386 1109.414 106.40 12.42 2.40 1111.81 .00 3.03 4.49 4.500 .000 .00 1 .0 -1- -1- -1- -I -I- -1- -I `I_ -1- -1- -1- -1- -1 1_ 10.053 .0215 .0091 .09 2.39 1.59 1.89 .013 .00 .00 PIPE' I I, I I 1 1 I I I I I 1 I 688.486 1107.244 2.479 1109.723_ 106.40 11.85 2.18 1111.90 .00 3.03 4.48 - 4.500 .000 .00 1 -1- -1- -1- -I- -I- -I- -1- -1-. -I- -1- -1- -1- -I- 1- 7.421 .0215 .0080 .06 2.48 1.47 1.89 .013 .00 .00 PIPE I I 1 I I I 1 I I 1 I I 1 695.907 1107.403 2.577 1109.980 106.40 11.29 1.98 1111.96 .00 3.03 4.45 4.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I -I- -I- -1-_ -1- -1- -I- 1 5.277 .0215 .0071 .04 2.58 1.37 1.89 .013 .00 .00 PIPE 1 I I I 1 • I 1 I 1 I " 1 1 I 701.185 1107.517. 2.681 1110.198 106.40, 10.77 1.80 1112.00 .00 3.03 4.42 4.500 .000 .00 1 0 -1- -1- -1- -I- -1- -1- -I- -1- -I- -1- -1- -1- -I- 1- 3.592 .0215 - .0062 .02 2.68 1.27 1.89 .013 .00 .00 .PIPE PAGE 2 Date:10-18-2007 Time: 4:35:30 • FILE: SYSTEMI3B.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING 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 ICriticalIFlow ToplHeight/lBase Wt1 INo Wth Station I Elev I (FT) I Elev 1 (CFS) I (FPS) Head I Grd.E1.I Elev 1 Depth 1 Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -1- -I- -I- -I- -1- -1- -1- -I- -I- -I- -I- -I- -1 L/Elem ICh Slope I I I 1 SF Ave( HF ISE DpthlFraude NINorm Dp 1 "N". I X-Falll ZR !Type Ch 1 I 1 I I 1 I 1 1 1 1 1 I 704.777 1107.594 2.790 1110.384 106.40 10.27 1.64 1112.02 .00 3.03. 4.37 4.500 .000 .00 1 .0 -I- -1 -I- -I- -I- _I- -I- -1- -I- -1- =1-"' -1- -1- I- 1.996 .0215 .0055 .01- 2.79 1.1.7 1.89 .013 .00 .00 PIPE 1 I 1 1 ( I J _. I I I ( 1 ( 706.773 1107.637 2.907 1110.544 106.40 9.79 1.49 1112.03 .00 3.03 4.30 4.500 .000 .00 1 .0 -I- -1- -1- -I- PAGE Date:10-18-2007 Time: 4:35:30 -I- -I- -1 -I- -I- -I- -I- -I- 1- .627 .0215 .0049 .00 2.91 1.09 1.89 .013 .00 .00 PIPE ( I 1 I 1 1 1 1 I I 1 707.400 1107.650 033 1110 683 r' 106. 9.3 1.35 1112.03 .00 3.03 4.22 4.500 .000 .00 1 -i- 1- I- - -1- -1- -1- -I- -1- -1- -!- 1 T1 CYPRESS BRIDGE WIDENING T'2 DRAINAGE SYSTEM 18 T3 42" RCP SO 100.000 1073.900 1 R 245.200 1075.230 1 .013 SH 245.200 1075.230 1 1075.230 CD 1 4 1 .000 3.500 .000 .000 .000 .00 Q 40.600 1077.380 0 .000 .000 0 ea • FILE: SYSTEM18.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 18 42" RCP I Invert I Depth I Water I Q I Vel Vel I Energy I Super Station 1 :Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev -I -1- -I- -I- -I- -I- -I- -I- - L/Elem ICh Slope I I I I SF Avel HF ISE Dpth PAGE 1 Date:10-22-2007 Time:12:18: 4 ******** CriticallFlow ToplHeight/IBase Wt1 INo Wth Depth I Width IDia.-FTlor I.D.1 ZL IPrs/Pip - -1- -I- -1- -1- -1 Froude NINorm bp 1 "N" I X-Falll ZR IType Ch ********1********I*******I*******I***** I`****** I I I I 1- If 1 1 1 1_ l 100.000 1073.900 3.480 1077.380 40.60 4.22 .28 1077.66 .00 1.98 .53 3.500 .000 .00 1 .0 -1- -I- -I- -I- -1- -I- -I- -I- - -I- -I-. -1- -I- I- 36.471 .0092 .0015 .05 3.48 .17 1.59 .013 .00 .00 PIPE I I- I 1 I I 1 I 1 I I_` I 136.471 1074.234 3.172 1077.406 40.60 4.43 .30 1077.71. .00 1.98 2.04 3.500 .000 .00 1 .0 - I- -I- -I- -1- -1- -I- -I- -I- -I- -I- -I- 1 -I- I- 20.503 .0092 .0015 .03 3.17. .37 1.59 .013 .00 .00 PIPE I I 1 I 1. I I I I I I I 1 156.975 1074.422 2.984 1077.406 40.60 4.65 .34 1077.74 .00 1.98 .2.48 3.500 .000 .00 .1 .0 - I -1- -I- -I- -I- -I- -I- -I- -I- -I- -I- -1- -I- I- 16.067 .0092 .0016 .03 2.98 .44 1.59 .013 .00 .00 PIPE 1 I 1 I 1 I I 1 173.042 1074.569 2.829 1077.398 40.60. 4.87. .37 1077.77 .00 1.98 2.76 3.500 .000 .00 1 .0 - I- -I -I- -I- -I- -I- -1- -1- - -I- -1- -1 -I- -1- I 13.396 .0092 .0018 .02 2.83 .49 1.59 .013 .00 .00 PIPE 1 I 1 I I I 1 I I I 1 186.438 1074.692 2.693 1077.385 40.60 ' 5.11 .41 1077.79 .00 1.98 2.95 3.500 .000 .00 1 .0 -I- -1- -I- -I- -1--. -I- -I -I- -I- -I- -l- -I- -I- I- 11.301 .0092 .0020 .02 2,69 .55 1.59 .013 .00 .00 PIPE 1 I 1 I I I 1 I I 1 1 1 1 197.739 1074.795 2.571 1077.366 40.60 5.36 .45 1077.81 .00 1.98 3.09 3.500 .000 .00 1 -I- -I- -I- -I- -1- -I- -1- -I- -I- -1- -I- -1- -I- 1- 9.655 .0092 .0022 .02 2.57 60 - 1.59 .013 .00 .00. PIPE 1 I I 1 I 1 1 1 I 1 1 1 I 207.394 1074.884 2.459. 1077.343 40.60 5.62 .49 1077.83 .00 1.98 3.20 3.500 .000 - .00 1 .0 -I- -I- -I- -I- -I- -1- -I- -I- -I- -I -I- -I- -I- 1- 8.177 .0092 .0024 .02 2.46 .66 1.59 .013 .00 .00 PIPE I I I I I I I I I I 1 I 1 215.571 1074.959 2.355 1077.314 . 40.60 5.90 .54 1077.85 .00 1.98 3.28 3.500 .000 .00 1 .0 -I- -I- -I- -I- -1- -I- -I- -I -I- -I- -I- -1 -I- I- 6.706 .0092 .0027 .02 2-36 .72 1.5.00 PIPE 1 I I 1 I I I I I I 19 .013 .00 I I 222.278 1075.020 2.258 1077.278 40.60 6.18 .59 1077.87 .00 1.98 3.35 3.500 .000 .00 1 .0 -I- -1- -I- -I- -I- -I- -I- -I- -I- -1- -I- -1- -I- I- .191 .0092 .0029 .00 2.26 .78 1.59 .013 .00 .00 PIPE. 0 • FILE: SYSTEM16.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 18 42" RCP I Invert I Depth ( Water 1 Q 1 Vel Vel I Energy I Super ICritical1Flow ToplHeight/IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I .Grd.El.I Elev I Depth I Width IDia.-FTIor 1.0.1 ZL IPrs/Pip -I- -I- -I -I- -I- -I- -I- -I- -I-- -I- -1- -I- -I- -1 L/Elem ICh Slope I I 1 l SF Ave! HF ISE DpthtFroude.N1Norm Dp I "N" I X-Falll ZR !Type Ch *********1*********1********1********1*********1*******1*******1*********1*******1********1********1*******1*******1***** (******# I I I I I I. I 1 1 I I I I 222.468 1075.022 2.258 1077.280 40.60- 6.19 .59 1077.87 .00 1.98 3.35 3.500 .000 .00 1 0 -I- -1 =1 -r- -I- -I- -I- -I- -I- -I- -I- -I- -I- (- HYDRAULIC JUMP I I I I 1 I I I 1 1: I I 222.468 1075.022 1.734 1076.756 40.60 8.54 1.13 1077.89 .00 1.98 3.50 3.500 .000. .00 1 .0 -I- -I- -I- -I- -I- -I- -1- -1- -1- -1- -I- -I- --I- I- 7.587 .0092 .0065 .05 1.73 1.29 1.59 .013 .00 .00 PIPE I l I I I I I 1 I I 1 I- I. 230.055 1075.091 1.766 1076.857 40.60 8.34 1.08 1077.94 .00 1.98 3.50 3.500 .000 .00 1 .0- -I- -1- -1- -I- -I- -I- -I- -I- -I- -I- -I- -I- -1 1- 9.352 .0092 .0059 .06 -1.77 1.25 - 1.59 -.013 .00 .00 PIPE I 1 I 1 1 1 1 I I I 1 1 I 239.407 1075.177 1.834 1077.011 40.60 7.95 .98 1077.99 .00 1.98 3.50 3.500 .000_ .00 1 0 -1- -1- -I- -I- -I- -I- -I- - -I- -I- -I- -I--I- -1 I- 4.644 .0092 .0052 - .02 - 1.83 1.16 1.59 .013 .00 .00 PIPE - I I I I I 1 I I 1 I I. 1 1 244.051 1075.219 1.905 1077.125 40.60 7.58 .89 1078.02 .00 1.98 3.49 3.500 .000 .00 1 .0. -1- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- _I _ -I- I- 1.149 .0092 .0046 .01 1.91 1.08 1..59 .013 .00 .00 PIPE 1 I I I I I 1 I I I 1 I 1 245.200 1075.230 1.982 1077.212 40.60 7.22. .81 1078.02 .00- 1.98 3.47 3.500 .000 .00 1 0 -1 -I- -I- -I- -I- -I- -I- -I- -1 -I- -I- -I- -I- I - PAGE 2 Date:10-22-2007 Time:12:18: 4 1077.212 1078.850 .000 .000 0 INt TI CYPRESS BRIDGE WIDENING T2 DRAINAGE SYSTEM 19 T3 24" RCP SO 100.000 1075.240 1 R 177.200 1076.850 1 .013 SH 177.200 1076.850 1 CD 1 4 1 .000 2.000 .000 .000 .000 .00 Q 18.100 .0 FILE: SYSTEM19.WSW W S P G W- CIVILDESIGN Version 12.99 Program Package Serial Number: 1244 - WATER SURFACE PROFILE LISTING CYPRESS BRIDGE WIDENING DRAINAGE SYSTEM 19 24" RCP ************************************************************************** t*********************************************** ****air** Invert -I Depth I Water I Q I Vel Vel I Energy I Super ICritica1IF1ow Top Station ( Elev I (FT) ( Elev I (CFS) I (FPS) Head I Grd.E1.l Elev I Depth I Width -I- -I- -1- -I- -I- -I- -I- -I- -1- -1- - L/Elem ICh Slope I 1 1 ( SF Aver HF ISE DpthlFroude NlNorm Dp I 1- 1 I 100.000 1075.240 1.098 1076.338 18.10 - 1 -1- -1- -1- -1- 32.266- .0209 1 I 1 132.266 1075.913 1.139 1077.052 18.10 - 1- -I- -I- -1- -1- 17.268 .0209 1 I 1 1 I 149.534 1076:273 1.185 1077.458 18.10 PAGE Date:10-22-2007 Time:12:24:54 Height/lBase Wtl INo Wth Dia.-FTlor I.D.I ZL (Prs/Pip - -1- -1- -1 "NU "1 X-Falll ZR (Type Ch *******1***.****1***** 1*******. 1 I 1 1 I 1 1 10.24 1.63 1077.97 .00 1.53 1.99 2.000 .000 .00 1 0 -1- -1- -1- _I -I- - - -1- -1- 1- .017.7 .57 1.10 1.92 1.06 ,013 .00 .00 PIPE 1 1 1 1 I I 1 9.79 1.49 1078.54 .00 1.53 1.98 2.000 .000 .00 1 .0 -I- -1- -I-. -1- -1- - - -I- -1- 1- .0157 .27 1.14 1.79 1.06 .013 .00 .00 PIPE 1 1 1 I 1 1 9.33 1.35 1078.81 .00 1.53 1.97 2.000 .000 .00 ' 1 .0 -i- -I- _-I- -1- -I- -I- -1- -1- -I- -I- -1- -1- -I- 1- 10.741 -.0209 .0139 .15 1.19 1.66 1.06 .013 .00 .00 PIPE 1 1 1 f 1 1 1 1 1 1 1 160.275 1076.497 ` 1.233 1077.730 18.10 8.90 1.23 1078.96 .00 1.53 1.94 2.000 .000 .00 -1- -I- -1- -I- -1- -1- -1- -1- -1- -1- -1- -1- -I- 6.983 .0209 .0123 .091.23 1.53 1.06 .013. .00 .00 1 1 I I I 1 1 1 1 - 1 I 1 I 167.258 1076.643 1.285 1077.928 18.10 8.48 1.12 1079.05 .00 1.53 1,92 2.000 .000 .00 1 .0 -1- -1- -I- -1- -1- -I- -1- -I- -1- -I- -1- -1 -1- I- 4.690 .0209 .0109 .05 1.29 1.42 1.06 .013 .00 .00 PIPE 1 I 1 11 _.. 1 1 1 1 1 1 1 171.949 .1076.740_ 1.340 1078.081 18.10 8.09 1.02 1079.10. .00 1.53 1.88 2.000 .000 .00 - 1 .0 -1- -1- -1- -1- -I -1 -I -I- • -1 -1- -1- -I- -1- 3.084 .0209 .0097 .03 1.34 1.31 1.06 .013 .00 .00 1 I 1 1 1 1 1 1 I 1 I I 175.033 1076.805 1.398 1078.203 18.10 7.71 .92 1079.13 .00 1.53 1.83 2.000- .000 .00 1 -1 -1- -1_ -1- -1- -1- -1- -I- -1- -1- -1- -1- -1- I- 1.638 ,0209 .0087 .01 1.40. 1.20 1.06 .013 .00 .00 PIPE 1 I. . I 1 I I I I 1 1 1 176.671 1076.839 1.462 1078.301 18.10 7.35 .84 1079.14 .00 1.53 1.77 2.000 .000 .00 1 .0 -1- -1- -1- -I- -I- -1- -1 -I- -I- -1- -1- -1- -1- 1- .529 .0209 .0078 .00 1.46. 1.10 1.06 .013 .00 .00 -PIPE 1 i- I 1 I 1 1 I 1 I I I j 177.200 1076.850 1.533 1078.382 18..10 7.01 .76 1079.14 .00 1.53 1.69 2.000 .000 .00 1 .0 -I- -I- -1- -1- -1-. -1 -I- -1- -1- -I- -I- -1- -1- 1- 1 .0 PIPE` PIPE ra Interstate 10 I Cypress Avenue Overcrossin9 Prefect 100% Drainage Report gf a i t This page intentionally left blank. PARSCSINIS March 2008 Interstate-10 / Cypress Avenue Overcrossing Project 100% Drainage Report • I Blofiltration Swale Calculations RSB 11/20/07 BSW-1: • Tributary Area = 91 acres (from 1.10 Channel Study) • Intensity = 0.2 iph (per Caltrans PPDG for WQF) • Land Use = Single Family Residential (C=.4 for Type A Soils) • WQF = .4(.2)91 =7 cfs • Q25 = 113 cfs • Use flow splitter to direct WQF to bioswale. Use 24"diameter outlet pipe at bottom of flow splitter. Calculate head on 24" pipe for WQF = 7 cfs • From Culvert nomograph for inlet control, Hw/D = .65 Hw=24"(.65)=15.6"(1.3 ft) Place 24" pipe 1.3 ft below outlet pipe. BSW-1 slope = 0.5% • Use 10' bottom with 4:1 side slopes. • Manning's n=0.2 for WQF with mowed grass • V=.45 fps • L=250' • HRT = 9 minutes (OK) • HRT/VD = 9/((.45)(1)) = 20 (OK) • Use orifice equation for split flow calculations (see rating • Qswale = 22 cfs for 25-year storm • Use Manning's n = .05 for 25-year storm • V25 =1.7 fps (OK) Depth =1 ft (OK) INLET CONTROL NOMOGRAPH ,i .00.440 \pee 04000 4i 4 a:• a -A • . •. .m pv p• e.e..ww • wTA�.i'•'L• • • FH4p1197J. • ; -pe I r • .•w......M-.VW. RM.r.tl ^a. p1.4 DRAINAGE AREA TO BSW-1 FLOW SPLITTER RATING TABLE FOR 25 YR STORM Water Elevation ft Co Ao g h ft Q25 24" SD cfs Qss , 54" SD cfs Total Q2s cfs 2.748 . 0.67 3.1416 32.2 1.748 22.33 90.32 112.65 PARSONS March 2008 Interstate-1O / Cypress Avenue Overcressing Project 100% Drainage Report APPENDIX B Cypress Overcrossing Existing Drainage Areas ..� 57r'`: �"'i►"ti"S ,r kr+a;�+'+,�,., 4«.u�tx`914i*w2„+;�u '"}�°'.rM." i G iA x Ic arvu*a ate: sr:r+rrs-csra�xrtrxer Interstate-10 / Cypress Avenue Overcrossing Project 100% Drainage Report APPENDIX C Cypress Overcrossing Post Project Drainage Areas PARSONS March 2008 IrsxiA rGK aEL� z lacy "��, p t .e,:+<3">" •F'r ;e" M 5. J ,vyav • '4 Iftj t `" •, ( a , Ad\,Y:.tit6c'..LS..,.wYaf:Y?SGF..'i.....?i+J.•wti' - eGt:'S'';fi3.a.ti'�i p}xaC:.W.±•r...+�W.U:1�w:.SWL:.e'fwrdi�.t.:`n�+...r �R7.iS'OL1i+N�'..:.S 71i:A'}q (R.^.: i"°' '"HX411°d f.P F}.'•A.� • �t t L ...i • ti r';y zi ..ti fr • W UJO 1 4 / ZWw\.) CC U •az it rt o o 0 — • -v orx s , O. W FLARED END SECTION DITCH FLOWLINE <:? oelme ■\7.$■ |� # $ �\ ....� ■ ±! Deb it 5,131 ens Interstate 10 / Cypress Avenue Overcressing Project W ©O% Drainage Report APPENDIX D Drainage Plans and Profiles PARSONS S March 2008 :ES SHALL BE IDAR I 4-i I I 1 1 =S MAY -BE REOUIRED-'TODELIN€ATE . G F_EAIURES:70 REMIti:N;{EG• TREASZ.f HALL NOT BE PLACED ON THE =R PUBLIC ALLY'TRAVELED R/W;-UNLESS SEPARATED FROM TION BARRIER (TYPE K). ZONSTRUCTION ENTR 4RE APPROXIMATE, 0 ON FIELD C-ONDITIONS. TROt. LEGEND: )LL (PER CTS.P Y56) ICE (PER CTSP T51) I :TIOrp EN, RANCE :(PER CTSP (T50 1 FT{{ 0- I -1 i• fr "' ; millimsiosmamm :.�.��.__.-�! 1'• __1 L"" ..5"- yL '4 1... .. L • Rom....• c B33.•ROUTE. 10 832 ..i4r33ee a+tanrNa :der`-. R,r:rc:.:.: - ..-x•a,« R.:M,_ rea-rrx-: IU,BERRY, CHANNEL _�• . WASH [ TON ,OR 3"t" N"41k11 • .L_. --i• "f'•-yam• ' 4-- '4 4 P.-W F t 829 826 .+'—'"w • 12 _.. • r • BLVDrtr R/W. 4. Spillways raveled Way •-- ROADWAY---b. PLAN TION FOR SAG POINT INLET AVEL BAG BARRIER) i tau' it -encn aalocent to drairiu.,.. •t Drainage Inlet _ rr high for PERSPECTIVE I 4' *(TYP)*' Interval (See Table) rom Edge of veiled Way (Min) F Flow --a Place additional bags on top of curb and upstream of Grovel Bag Barrier to prevent over topping. Instoll gravel -filled bogs flush against curb or' dike face. Construct Gravel Bag Barrier by tightly abutting grovel -filled bogs to eliminate gaps and voids Extend as necessary to force pomded runoff over spillway Instead of out flanking around end of barrier. End of Grovel Bag Barrier FLOW 6'Min _— ROADWAY--- - SECTION 'A --A Erosion Control Blank or Geotexti►e Fabric - • Construct Grovel Bog Barrier by stacking grovel -filled bogs 2 layers high Flow Staple 6.0" x 6.0" Trench NOTES i . Place - inle- 2. Dimm 3. Intl upst prot- 4. Posi- - goat. apron 5. Eros Spillway with single layer is nc of gravel -filled bogs. the '' TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3B) Drainage Inlet Concrete apron (if present, See Note Construct Gravel S' by tightly abuttinc bogs to eliminate-: -- .- Sheet Flow Secure Erosion Contrc Blanket or Geotextiie Fabric with Staples (See Note 5) Edge of Erosion Contr Blanket or Geotextile- PLAN JUNCTION S • ;TRUC DI 1 18'`RCP TCE CITY:" R/W' AT' LOW POINT CONC APRON II -L CIOOff" Z n ......_ o• . s 01-1 � ... .. �:. � .. .. -_ _829 zvzi.............82.7....� 826 A Line __ 4,--ID-_ft: - I t i �= t 1 L. '' P. ..-MOM S:TRU ? RAPISLTIO TRUCTURE 3 la N IED JtJ_NCT10N b H TURF t: ' ; ;54' AfP a 0 1 NI N ` .. g. • 4 "- T" A" : O.Y(�'. G ;DI ODI• ... 18" RCP '. -- {C� 24" RCP' 0 '24" RCP" CONC` APRON— _' - _; � �._.. G 5A'' RCP O r' DI ® MODIFIED JUNCTION 1. 08IOSWALE o MOD F-TUBE --: GRADE TO DRAIN 0 54" RCP R=90' • -_ ~ ' , `_�• MODI IED: e' f JUNCTIC s RENOWE; CONC EXIS CHANNE } Q in_I1►. AML.: , -. ys�..l•.�,r� `� I ' � 1-_ �'.'�•.� pw"n'�"-. .a vsF za �__a.,..,.r.as: ".'" -----� ......, _ ..mow, c .• - a. ea obi r 81x16 1 RECT l- I r�—� 3 MODIFY- ,� EXIST _ _ --`__ -- : --�-= _ _ �, - -- •-�__ i _ :, ° IND fi r! III I C NC +GRAN NEL 0 .J. STORM . DRAIN ���• . Ir� r/ �Yl• • 1 -___- 1 f !f i 1 ''— -- -_ :_ .-- --- VAN s 65 ilkE �68 __. . ' _ �! , &,': 67 PRESS gave % If 7 ^rf-1'� TT -f� ' 41. , 1�1Ad+9 , 1 IJ. t E 1 Is I� R ER ' Zj°B7IP Ar$T-I 11 1 1 T ' li'1. 1 11 •DttK ' 1i J1 J C . � i :tI ii t_ ', , I �i '1T' 1.1 4-1' 1 I ui aJ "al- ii i'; I , : ' I t 11; 11 ' 'tr.. 1 I ,-.: Ile T J2 J1. I.I 11 '. l ! , 11 It II 1 Ti-11. I•: 6, II Jl Jl JJ'• JJ' II 1t. I ��".# TO DRAT U'RR --.-'I0J1 .55 ECK DRAlIJSII RIDGE PLAN ?' PIPE ( - - i - 1>;\ttt;�ilrl • rn t a ,., d M. ' !1- 1STRUC1JR1 - ra- IT `I STA 56+4 TYPE• 0-1 REFER .TO ,a" DRAIN ,. 1 �• r ;. to N- a 1 ���( `� -___...a��.,• " so+,:'s.-� =:"....��a.. yr'[�^[•"--' -- - - ' V - - 11t _' i.-__ K, RSP4 ---- - -"�j-- ------ `•'"""- DI O ,- -. � .- $ !` !�; j = t= o rIw 18" RCP �' fl--- % I •' N _ _ DI 0' 1; cam' v 24" RCP i• I. o = $ r- Q`8" PLASTIC DECK DRAIN PIPE a _. STA ' 66+44.60 , ` t > 1 TYPE D-1 DECK; DRAINS H Q REFER... TO BRIDGE- PLANS-. - ` u/ 1-- - - .. - �.. .. - - - .. 1 • — - 60 • t ECK DRAINS- RIDGE PLANS PLASTIC DELKQ PIPE�" j : �. 1 COti *N RCP MODIFIED JUNCTION STRUCTURE; _ 54" RCP _TCE o .CITY: R/w c snm W N O 75- , S W __ N Z_ W J him env IU► CITY R/W '24" RCP 075.24 • INV 107=5.24. INLET STRUCTURE :PER •DETAIL SHT DD-3 $Y-STEM - :" 36.5° 25'. INV j 07Fi.33 _ _ 23:. INV; 1076.3P S=0.5% •INV '7080;49 C 82:6x24"'RCP ••c. CURB'.fNUT: 73211CTURE TYPE' :OL-7( PER CTSP7D72 _ •N, . I 1' N X. d:� W- INy, t0$0`.33 • INV_1�:o. 5 • : C)•49.8x24"_FICP - 27:3x24° RCP ©.CURB INLET .STRUCTURE .PER. DETAIL. SHT DD-3: Q1274; 9xZ4" RCP d .CURS INLET ;STRUCTURE TYPE: OL-7 .PER CTSP 072 0 'CONCRETE V-DITCH. PER DETAIL Si -IT 6D-1:L=797.8' 00 TRAFFf.0 i-YPE•JUNCTION STRUC1URE PER: DETAIL SHT-DD INV 1078.92 Q CONCRE-TE- APRON PER -DETAIL S}IT DD-1 3-x-3 TRAFFI-C, Tj'P! JUNCTION_ 5TRUCTIJRC ;PE"R, DE1'A1L; $HT: Dp- : _ ... -INV" 1074:.313 IN YS-TEM :PROP;: 'CHANNEL 1 j. @ CHANNEL fL ;Q 25 Sx24 RCP .<1 .5� ;-©CUR& 1NLET' STRUCTURE - PER IJETArL' SIIT'OD-3 0 68.9x24 RCP- • •• s r. d CURB INLET STRUCTURE PER DETAIL SHT DD-3' 1 0.24% VSITION PEP. OE~TA.14.$HT_ I3C 2 .Q L,=45'.TRANSIT.ION;P_ER.'0ET;AIL.:SHT:.DD-'2.. ; :._ _ ; L200'- PER: DETAIL. SAT • DD41 ® REMOVE Ek15T CONCRETE dFMONEL.: L=260' ; : : `• ' ; DRAINAGE SYSTEM • :JUNCTION STRUCTURE -PER DETAIL SHT•Da-33- INV 109.5.15 ;INV 1.100.04; • • LINE. CURB •INLE =S-TRUC1'URE PER -0E-TAIL.-SHT• DD-3 tl CURB INLET STRUCTURE PER DETAIL'SHT bDi3 • 10'x10'x2':RSP' . Ai A R. CTSP DB9.. 4a.9x24"-RCP. CURB :INLET STRUCTURE PER DETAIL .SHT DD-3- • 5E20:57. •- . .... .._.._...... .... :INV 110L29' • INV i101 34 &.FG aP.• ` •. . 30° ELBOW 'INV 1101.71` INV -110%7T TYPE: -Ai F;ES: PER " CURB':INLET Tf I CURB INLET STRI. F( ',INV. 110:1.50J D a. 11=UCTURE PER DE7A1C 5HT 1B0:3; RUCTk1RE PEi? DETAIL SHT 00-3 AIIV-AGE- -SYST-EM- w: C"• LINE w CJ a vi eE. >-$v-¢. . C. 7. W•: W Ik W W -ice- -.. �. ':.. =JNV.1107.68 O6- • INV 1-107.68 -NL'ET -STRUCTURE -PER-- DETAIL -SHT- 00-3 4"= RCP NCET STRUCTURE TYPE-0L•-t4 PER dTSP-072 4 • , (OPPOSITE SIDE)• L. ire 0 II • Lri ' INV. 1405.61 - • 0_Gk1R8_ INLET- STRUCTURE -PE DETAI_L� 581 0D-3 STD' INV; 1107.66 31:1x24"RCP• CURB 'INLET.:'STRUCTt)RE TYPE :01:-1 /1''PER CTSP DRAINAGE: -SYSTEM D 00 00 S=0:5Z' JNV .1D93.64.. LN.V. J.094.3 9. TRAFFIC- TYPE- JUNCTION STRUCTURE: COVER. PER DETAIL' SHTS. -DD`3`AND 11D=4 TRAFFIC TYPE JUNCTION=STRUCTIJRE. :OVER PER DETAIL SHTS DD-3 AND DD-4 TRAFFIC TYPE- JUNCTION ;OVER_ PER DETAIL. SHTS '- STRUCTURE: DD=3AND DO-4 TRAFFIC - TYPE- ;JUNCTION -STRUCTURE _. - :OVER - PER DETAIL SHTS S=0..9% DD-3 AND DD-4 TRAFFIC TYPEJUNCTION STRUCTURE' , .. OVER_PER DETAIL- SHTS DD431AND DD=4' _ (OP_POSITE SIDE): • CONCRETE: ENCASED: PIPE. PER -DETAIL SHT DD-1- - BOG ;�fG * INV•1097.96 •RAPPIC' TYPE' :1tINCTIONSTRUCTURE .+ .• - • - - - (OPPOSITE !SIDE ) (.'OPPOSITE SIDE)Qi .h -A.' A INV '1 107.65 CONCRETE, ENCAED. Pin PER. DETAIL SHT DD-t CONNCRE'E. ENCASED" PIP PER DETAIL SHT DD-1. E=t32.,:D,6•"- • • • - OO (OPPOSITE SIDE) (OPPOSITE '519E1 DI w * 3 W- - ; �:.: tcLr - - • - ZO ww�c. : vi ros io v . x x Xxx- ' x 4.1 I._ '- Ii �FG -I- i 11 i i • • i - i t; ii i... i -i i ii ; i S=Q.927 X Q N 073.90 (�_ • _1'14V:;1075.23: 073.88 }NV ;107.25'. 3Y OTHERS. , ; _ , - , D•IFIED' �O5'x5'TRAFFIC TYPE JUNCTION STRUCTURE, ,. VITH -MANHOLE -COVER -PER- DETAIL- SHTS OD-3 •AND- DD-4 • •. • - . • .... . 452z42" RCP . . ,.. _ .... _ .. . . AODIFIED 5'x5' TRAFFIC -TYPE JUNCTION "STRUCTURE WITH .MANHOLE-COVER.P.E.R- DETAIL. SHiS DD. 3:AND DD-4' , N CO {OPPOSI•T5 -SIDE DRAINAGE SYSTEM ... , . .. . . . . n a N . . O 17.2x24" RCP ' . • Q CURB- :INLET; STRUCTURI ;TYPE CiC- 7 PER CT5P D2 ' : " ON A -A )N FOR TRAFFIC ON STRUCTURE FG HYDROSEED WITH BIOSWALE MIXTURE PER PLANT LIST SHEET PL-1 "b" BARS--� a4 @ 18 MAX CONST JT-� 1'-0' a -I 0 CO PLA11111 OSION=CONTROL MAT ON SURFACE (SEE NOTE 1). FOR ND COVER REFER TO LANDSCAPING PLANS 10'-0" BIOFILTRATION SWALE #4 @ 18 MAX • S=2.0% "c" BARS 16'- 0" RECTANGULAR CHANNEL DETAIL "0" BARS .REINFORCEMENT "0" #7 C4 5 "b" #7 [D 10 "c" #7 @ 10 e #4@5 \ .t J \ "r" R4PG o•nr _ "c" BARS "b" BARS ELEVATION V -DITE TYP CON Up stream Down stream Element Slope I it.. I Front face Reinf I #4 12 I 45' 15 m c . c 0 L 0 01 1 c in N_ x W L U 4- 0 w 0 o c Z 3 - #9 #4 (s 18 #9 Const Joint #4 (4 18 Max S=.24'!. Extend culvert Invert slab spacers 2'=0" into apron SECTION B-B #4 3 12" #4 x 5'-0" Dowels 3 12 Ctrs 1 '-4" #4 3 18" SECTION A -A CUTOFF WALL DETAIL See Table fore Transverse Reinf See Table 1 Transverse. ' i i PLAN A.C. Pavementto surface 2"A.C. Pavement to surface Inner Pan Alhambra Foundry Co Ltd. No. A- Ii72 NOTE Nat to be famished unless called for In apeclticationa. 12' Min. �:: ti'`e";fit 1b Y l,�+3::......... •t;:. 1011.111. Manhole IBarrel SECTION A -A I. e 6 tl rnas. TOP. Paventen 6'"rni ' A Reotred 9. IS I ek' y� 4Y it! A Revised 4•77 14J Pr Alts IA CAUFORNIA 2AME & GONER O � t RETE COLLAR Drawn By Checked By . App roved Dote 4'4, arbr� STD. CETAIL I09 a C.) CC 24" RCP 42" RCP 54" RCP • 8" PLASTIC FRAME & GRATF V z c u w MINOR CONCRETE (DITCH LINING) CLASS 2 CONCRI (CHANNEL I Min EROSION CONTROL BLANKE RSP (1/4 TON. I MINOR 0 RE7 (PIPE ENCAS�FMEI REMOVE CULVER' REMOVE CONCRET DESCRIPTION 14I- STATION n w cD Q z a cc a DRAINAGE SYSTEM (DRAINAGE UNIT Nc ft ft TTTTs ft ft ft TT�r-7T♦�T�T�T eaea cy cy f1-2 cy cy ft cy w5.9 18" •C' CURB INLET STRUCTURE PER DETAIL SHT DD-3 "C" 50+96.52, 59.00 LT t24" R P 2 a I "CURB INLET STRUCTURE TYPE OL-7 PER CTSP D72 "C" . p24 ' RCP 53+93.49, 45.13 LT 1 d e "C".54+p3.92, 76.98 LT 3'x3'TRAFFIC TYPE JUNCTION STRUCTURE PER ETAIL SHT DO-3 4 49.8 .,.y-Nr..,....r...i .^...-..r .r... 24RCP RCP '�`n�v `^^' �^ -„r- 2 274.9 1 CURB INLET STRUCTURE PER DETAIL SHT DD-33 "C" --- 24" RCP 51+04.44, 35.00 RT I CURB INLET STRUCTURE TYPE O!-7 PER CTSP 072 "C" 53+75.46, 35.00 RT 27.3 24" RCP CONCRETE e . g ' APRON PER DETAIL SHT OD-1 3'x3'TRAFFIC TYPE JUNCTION STRUCTURE PER DETAIL SHT 00-3 "C" 53+75 .35, 67.26 RT mum= 34.0 CONCRETE V-DITCH PER DETAIL SHT DD-1(L=797.81 h . 2 68.9 24" RCP , 4 I CURB INLET STRUCTURE PER DETAIL SHT DD-3 "C" 49+03.66, nlo(9Jimininioioiialnlrr(01Ial tit vl oitnwo 24" RCP 34.00 RT _ _ 'NNW ._ _ _ _ _ _• _ _ _ _, 'NW",_ 'MI. 'RM. 'MOP _ • CURB INLET STRUCTURE PER DETAIL SHT DD-3 "C" _ _ _ 'NE, , _ 49+56.41 86.3: RT 14.3 CONCRETE CHANNEL TRANSITION PER DETAIL SHT OD-2 (L=15') 251.9 CONCRETE CHANNEL PER DETAIL SHT 0D-1(L=200'. H=8', W=16') 33.9 CONCRETE CHANNEL TRANSITION _ SHT�CHANNEL ,(L=260') ®___��®�®�_{♦341 RE OVVETCONCRETEPER ' I• "D" TO+40.95, T8.00 LT 6 .3 .• I U T TU R D 7�L ^STD - "D" 10+41.02 18.00 RT .3 18" CONCRETE FES PER CTSP 094E "C" 69+67.59, 67.18 LT 7 1:"' T- TUR 'ER D T it T D - "C" : 69+67.59 36.35 LT .2 ;pi- .; T T• U• R i T L ag "C" 010 v 69+67.59 36.35 RT 24" RCP 8 - • R 7 .. • p_ D T�t,�S�iT Dj� 3'x3 TTF�'A FI .� Y,•E J NC I N,STRR C�TjJR E C . 68+ g,6 , :2 33 L ERRSTON 0 R75LDBL NKEi PEH pETAILHT DD-t ROCK SLOPE PROTECTION 7.4 10'x10'x2'. HEADWALL PER CTSP D89 4 24" RCP _ 1.- "C" 7t+9t.80 tl�J (ii 40.84 LT 34.0 300.0 5422 7.4 341 SHEET TOTAL -- Y :0 a V CC N 42" RCP 54" RCP • 8" PLASTIC I FRAME & GRATE I DECK DRAINS MINOR CONCRETE (DITCH LINING) CLASS 2 CONCRE (CHANNEL LININ EROSION CONTROL BLANKE RSP (1/4 TON, ty MINOR CONCRET (PIPE ENCASEMEP \REMOVE _CULVERT w CC 1 U• z 8 1 4 O 1W dr DESCRIPTION STATION w (9 Z cc 0 DRAINAGE SYSTEM DRAINAGE UNIT N, 't ft ft ft ft ea eo cy cy ft 2 cy cy ft cy : _ " 1 •B If LEA T STl2-TURIL SHT DD -'3� "C" 71+92.00, 40.84 RT b - .2 • ••- c 1 U-8 I T ST•U TUR "ER D T•IL HT D•-) "C" 71+25.82, 39.52 RT d 7 75.5 - - cv..v'w- D-3 10 0 1 CURB INLET STRUCTURE PER DETAIL SHT Di-3 "C" 76+11.89 105.47 RT b 1 CURB INL T STRUCTUR PER DETAI HT DD-3 "C" 77+08.56, 65.48 RT 11 a b 1 1.5 24" RCP ..------. 1 CURB INLET STRUCTURES OL 14 PER CTSP 072 "C" 77+46.23 39.75 LT d . . 24" RCP 12 0 1 CURB INLET STRUCTURE TYPE OL-14.PER CTSP` 072 "C" 77+46.30, 27.75 RT b 110.4 0-2 13 0 1 OiIIED 6'x Af�t� Y�E JU C [ N S U T R NHNHO E C.VEER E AI H S D - ADD- "D" 10+40.95, 10.00 RT b 371.5 1 0I I E • • "x6�T AF i Y�E ,- 1CI�N S R 1/ N O� E OVE PE ET 1 H S 0-3 A D D "0" 14+18.41, 10.00 RT d e 115.9 4.1 54" RCP 1 0• I IE 8'x8' T AF IC YPE JUN1 C7i0N -STRUCTUREle3 A H•L OV P R 0 T•IL S D-4 ,. „ C 71+28.34, 40.14 LT f 88.6 6.4 •TYPEION 1 0•I IE• •'x6' T•AF IT STRUCT R '/,, M4NH•L 0 E PE D T I HT 0-3 A 0 DD-4 "C" 71+9T.99, 24.62 RT h 411.8 45.7 CONCRETE ENCASEMENT PER DETAIL SHT OD-1 L=132.1' • 1 •�I I • •'x6' T•AF I Y•E J C I•N S UCT R / A H•L OV R P R D T IL S T O-3 N D-4 "C" 76+09.77, 25.00 RT 0-P. 13 95.0 -1401401 k 1 ••I 1E• 6`x6' T=AF I �`YwE JrU`VC ItrN 5�1R GT-.1RE �it AN 0 E COVES PE •ET I H S DD-3 A 0 D-- "C" 77+t0.78, 25.03 RT 140.0 8" PLASTIC. DECK DRAIN PIPE D-2 14 0 1 TYPE D-1 DECK DRAINS PER CTSP B7-6 b 5.0 8" PLASTIC DECK DRAIN PIPE TYPE D-1 DECK DRAINS PER CTSP 87-6 15 a �mom iimumi ir.1.• ii b .�- 5.0 . .�S■S■■ 8" PLASTIC DECK DRAINPIPE 1 TYPE D-1 DECK DRAINS PERb CTSP 87-6 16 umnie 342.0 __ b 8"PLASTIC DECK DRAIN PIPE 1111111111111111 TYPED 1 DECK 17 a b DRAINS PER CTSP 87-6 1 •DIFI D 5 x5 T•A F C.TY'E:JUN TION S RUC U•E W/ MANHOLE COVER PER DETAIL SHTS DO-3 AND OD-4 C 50+ 3.87, 5.97 RT D-1 18 a 145.2 42" RCP MODIFIED 5'x5'TRAFFIC TYPE JUNCTION. STRUCTURE W/ "C" MANHOLE COVER PER DETAIL SHTS DD-3 AND DD-4 49+03.66, 6.00 RT 19 7 77.2 24" RCP Interstate-10 / cypress Avenue Uvercr©ssing Pullen 100% Drainage Report APPENDIX E I-10 CHANNEL CAPACITY REPORT PARSONS March 2008 I-10 Channel Capacity Study 111.0 Executive Summary As part of an on -going planning effort to identify future required drainage infrastructure and associated costs for themid-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 (cms) [6,819 cubic feet per second (cfs)] and 0.89 ems (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 cms (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 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 m [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/12 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. 411 Y: If60140110xslReportslSntdyCDl Polume 1 of 4112eportu3-nnau eportdoe Printed: 12/8/2003 1:13 PM Saved: 12/8/2003 L13 PM Page 1 8©iei'LE ID CONTROL • REGIONAL PARKS • SOLID WASTE MGMT • SURVEYOR • TRANSPORTATION ',ate ;tThird Street • .Sae Bernardino,, CA 92415-0845 (BOB) 387.8104 Fax (909) .387-8130 October'1'5, 2003 Mr. Bill Flores Tr. Boyle Eztgmeering 1131 West Sixth Sheet, Suite #285. Ontario,. CA 91762 ECONOMIC DEVELOPMENT AND PUBLIC SERVICES GROUP ate$ KEN A: MILLS " ()Vector of Public Works aQUL ONTARit File: 1-810l1.00 :o1Ci..oa RE: 1-10 ' : CAPACITY 11115ROLOGY S'l'U1�X; ' W- 314 SUBMITTAL Dear Mr. klores:. Reference 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 thus Division. Theeproposed Project, 1 10 c l• channel fo�ea`tecl.narth�of aszd. adjacent�l��ie'�vvestbouncl Interstate' ,Hlghway 10, . spanning a distance oftap it orimaiely 5 miles, and l*nded'by Sam" Smite •Channel :to the west,:.Metrol1*nk• Rail Lime to the north; Sierra 'Avenuetq the east, and I'10 CithiI to' the south. We have previously reviewed. and. commented on this project: by a letter dated Tilly 3.0, 2003. All our comments, forthe purpose of estimating the Qbw rates along 1410 channel, have been addressed: If you have any questions, please call. P any Peters orme at (9.09) 387-82:13. Sincerely, CHAt'..l'0 P. , ;Chief Water ,Resources Dzvisiort IV�JF HPsRTS:bf' Ib22788 cc: Steve Tawar, City:ofFontana. %r..1l'Vi9LL rs3;atttie OftiDer a�,�....t�.�,y�..�.pyJnOTH.u,N DO�aSS� tesls'ant c u1`Y'i,YLJ eonatele Development sod Puma services Group PALlithANE pp D,-o�e�r�• �of Supe�.rj �demit �L� y}���1�y yy �•.�� y Flt-4 ith il+i :DQl14Z �3Y'1CT 717 L7�R i .. Two S®co d D strict AGrtIIR . ; . r`etir4fi olst; ti t . rr th DIsit . • , Page;:2 lilt Flores -ornc PhillipReynolds@dotca.gov nt: Tuesday, January 14, 2003 4:15 PM .,•. Bill 'Flores Re:'1-10Channel papa eltii Analysis - Hydrology Study. rauiew (OC-F6OE 401) 4r. Flores, I_ apologize for.taking so Tong to respond to your ingw.ry. The iydraulic/hydzology' unit has completed their review of the hydrology, study 'or the I-10'Channel. Caltraris has: no.comments 'ot.this portion of the ;hannel study. I will getting 'the comtnents for the geotechnical reports' as goon. as possible. 1`hank•you, Eta 1Reynolds "Bill :Flores" <bflores@BoyleEngine. To: mfox@dpw:sbco'unty.gov>, ering.com> "Phillip Reynolds (E-mail)" <p lip,reynolds@dot ca gov> 12/23/02:_04:29:PM cc: "Joe Long" ylahg@Boyl-cEnghieering coin Subject >I: 10 Channel, Capacity Analysis --:Hydrology Study review (Q0-F60-401) May you please. tell me thestatus ofyouir review ofthe a Hydrolo the above ,project? Thanks. Mr. Bill Flores Jr., P'F. Doyle Engineering Corporation 1131 West Sixth Street,_ Suite:285 Ontario, CA 91762, Main: (909)933-5225 Fax: (909)933-5228; Cell: (909)545-9716. bflores@boyleengineeriug.com Study for .H y..y .. 'mot• • .. • tVb►yo,mr, siPioisn1►ins Mt a tyt►s t f= Ccaok .- ;Nt [Mill �,y.. Ls'"a ne. t f Wig nte ,Vt ;r� t ti hf oo (..siia a .p Diamond Bar 't�r'tft Jd, Linda` `" 0 ggam, • GR VE.4 I 'two •.4, Lj a to Q 9 -�•*MK e Eawnsktn r, 1r"- els Beer tatty T10'NAt F Dy1 . Snub:0 . cement Qaks Mix CITY OF :FONTANA J- 0 CHANNEL REGIONAL MAP FI CITY OP .FONTANA 1-10 CHANNEL LOCATION :MAP p Table 3-1 Existing Culverts along.-10 Channel Location RCB Size Kaiser Spur Tpl 12 ft1x7 ft (3660 n x 2.135 Iglu) Cherry Avenue Db1 12 ft x 5 ft(36,60 mrn x 1520 nirn) . Citrus Avenue DbI 8 fft x 5 ft (2400. rrim x a 1520nina). .Sierra Avenue Dbl 5 ft x 2 ft(1520 rrm x 610 nun) Tributary to the I=10 Channel are ant rnber of local storm drams systerris 'along the north and south side-. ofthe, Channel, With these outlets varymg' n size:from 460 rnm (.1 g inch); to 1,220 trim (48 inch) diameter. Themajontyofthe outlets°are on the freeway (soiflh) side;. The major outletfrom the north is the one from Catabawa Avenue, whichis-a2 5 (8.2 ft).by 1(3 ,1 m .6 ft) RCB In other areas, local streets without storm drains: outlet storm, runoff -via concrete apronsthat spill. over, the top cif :the channel. Storm runoff from the freeway; side either surface drains to the Cl linel br flows to drain inlets that. eventually autletto said Charnel. Information on the existing outlets .was extracted fromrecord drawings, visual inspection, and field survey data, or a combination thereo€ fly, the 1=10 Channel confluences with San Sevaine Creel;, lower portion reach. T11, at the downstream endof this project. Additionally, San Sevaine Creekis improved fibril 110:ni (360 ft) north of Valley Boulevard south to Jurupa Basin. As ofthis writing; Boyle Ertgineering.has designed. improvement plans for this stretch -Of San.Sevaine Channel and is pending approval from, San Bernardino County Flood Control District'(SBCFCI) for construction. A -series of Wet and dry subsurface utilitiestraverse the Channel, soon of which offer challenges for the proposed design. The major utility of'concern, is the Metropolitan Water District of Southern California (MWD) I 1-foot 8-inch (3.56 rn) diameter Upper Feeder :pipeline, which ispart of the Colorado River Aqueduct. Also referred to. as Schedule 3P, this precast concrete pipe. (PCP) crosses the Channelin a northwest -southeast direction and Fontana Avenue in a perpendicular direction, and is located in a forty- foot'(12 2.ra) easement. Theslope of this Utility is approximately 0.0010 and 0.01:760 at itt crossing with .I-I0 Channel and Fontana. Avenue, respectively. There are two- gravity sanitary sewers that cross. the I-10 Channel - at Cypress Avenue and Poplar Avenue: he Cypress. Avenue sewer is a 27-inch(686 nun) diameter vitrified clay pipe (VCP) enclosed in a steel pipe casing The' Poplar..Avenue-sewer-is a 21-inch (533 _xnm).diameter.Reinforced Concrete Pipe (RCP). See Appendix C, Flood Routing exhibit. - W6014011Poc.i RepbrrslSturly£pl!•o1ume.1 of 4jReport13:FinarRepbrtdoc Printed 17/&20031:13.PM Saved. 1218/2003.143 PM Page 6 EtCl er'LE 4:0 'Purpose : and Neel. for Project: Thepurpose of this study is to identify the most appropriate channel configuration that will convey the u 100-year storm runoff discharge and afford the City of Fontana the opportunity to fully develop the tributary watershed of the 1-10 Channel At the same time, the study will also accomplish the objectives lasted. below: Discuss hydraulic constraints Provide channel alternatives and reconunendations Summarize Right -of -Way issues ti Prepare an Opinion. of Probably Costs Identify agency coordination and project phasing It is generally reciigni'ed by. CalTrans that the I i Q Channel is inadequatefo convey the 1 b0-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,alleviatet is, deficiency, the City intends to implement its newly -developed Master Plan: of Drainage by phasing -the ultimate channel configuration based on future development in accordance with the City's General Plan. TheOpinion 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. AN -his study is being prepared in concert with the planning and preparation of the'.Project:Study Report MIIIIPSR)-for the Citrus/1-1 O interchange and the Cherry/I-lO interchange to identify proposed channel improvements for The subject reach. 5 0 Alternative and Recommendations As directed by the City, only one alteniative was:.considered.'for implementation: This alternative .was designed to achieve the objective of matching the existingchannel flow line; This alternative is defined below'. The proposed alternative consists of a rectangular concrete, channel ranging from :18 m (59 ft) wide by 4 in (13.1..fft).deep to 5 :m (16 4 ft). wide 'to in (8.2 ft) deep. The longitudinal slope: and the vertical ideation approximately match the existing ohanneL The.proposed channel joins the existing sections at both ends. At the downstream end, the: 'existing rectangular channel measures 15 2m (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 Creek, Lower Reach III, and: is pending SBCFCD approval. For design purposes, the proposed channel actually joins furtherdownstream at station 11:1+40.139 in (equals station.2+53.41 ft per San Sevaine Creek design Mans) where the top ofnosing:ends between Channel A. and B. At this location the ESSFCC measures 15.2 m (50. ft) wide by 4.9 m (1,6ft) high. Atthis: point, the proposed 18 m by 4 m rectangular concrete I-10 channel transitions both horizontally andvertically to the: existing:channel. er.,1F60V4011DocsIRepaiistStlic6CD1razone 1 of #lReport43 FfnalReport dac Printed.' 12e8/2003 )33 PM Saved 12I8I20031::13 PM Page 7 /1317i'LLC 72_.g. Y--tX.3:St3 TRANS STa • : D015 M 5 ?'.3 1 - CIV_t.035S2M Ve_siaa 14.1;3 1 �oram Ba_ka3e,Se.:ial.Ntm er,.. 1611 • RATER SD2P Z ,?a07sLe L;*-3TPN.3 T_-10 Chaomil Crpaci4y Analysis .7>:7 r1^79.90-401=00 s^aztana {metric) 100 yr 13nr;9y3-a100;0:6-07-03: Daze: 6-26-2003 TiG'ef. 3.:15:50 , ._ .'v. **ex,c.. ,. *..* .`i3..**!. .#*t11.*.*.'ai.s....*r'*. 4.;i4 - •. Irttis e . D*Pth, eater: Q . Vt1 Vol . 3 1 y ,$'upar 6ritical ?loi •'Pap •neigh=/ Sase tit, E1ev pt) Eitof 04,14) AOFS)kead 0 d. , ,1.'Slew DeeUt I.3dth Dia.- K ar 1.D:,, •2L -m MI Slope-- - - - TITSr Auc E}F 'SE• 19, t11 'gzvo80 $ Norm Dp km X-Tall 52 -. .r*0. ***.*.►•. .641.*.*. tiire.t,*..* s:*'t**1,4** ***4,-*r*I1.4.*.** *****41k**. *±'r**:'• , ♦**. ♦*f**V#*. *:*.*.:* **s4*.. "v**** 11140.140 103.294 2'.539 3.05:833 191;100 4..991 1:27 - 307.10." .00'• 2,54 15.24 4.171_ _15.240 - :00' - c'a21• ";05 " 2.54 .1.00 " . ,015 .c0 -:00' RECTANG . 1 I I ( I { 11222.150' 303.424' 3:282 306.705. 191.100" 3.40 -.59 30740 .00. . 241 15..00 -.4.000 18.000 .00 :2 .3 • 1- -1- -I" .:. ..1_- _1.- -1- -I-. _(- - ± -i- -i- -I- 1- 1 • 10.9'70 .0024 .0015 .02• , 3.28 .61 2,.14• .01s 00 .00. .ac 1. I I t 1 l 1 1 .1 1 1 .11233 320 303..450_ 3".267 306 7t7'. 193.ib0 1.42 _59 507.31 :00 2'.33 19-90 4.000 28.000 .00 2. .3 -1 _l_ -1- {-: -I. -{- .(. -1� _I,.. -1- ' ='1- -I -I- 1- . t3RIDGR EfiTRANCB 1 I 1 fi I: I 1 1' l ] I '. I I t 11233 120: 303.450 .3.318 166 `82BI 193.100,' 1.28 .SY, '307,34 00 • 2.27 38.,00 4.'oOo 18,000 .90 Or ,.0 ..1- -1- . -.1- -17 -I- -1- -I- =.1- :1.:. -1,, -1- -1-.' _I- 1 Ttz1►►as sTR .0014 ;O007 ,.00 3.39. .5s .015 00 .00 RHCCANG 1: I. 1 I I. 1 l i _I 1.... 11236 1.20' . 303,451 3.375 . 306_8.30 193 100 ; 3:18 :51' 107:34 A00 `2.27 16. 00 , 000. 18 r000 .00 • ,0 .0 1 -I- -1- " -I_". - _ .-1- .1' -I" -1:- -r- • -I- -1-: -1- "-I- 'F 6s 372' ..0023, .0007 .05 ' 1 '90 .55 2;.2,7 01s . o.o ; oo 11yCTAN4 1 .1 1 I 1 1 r I l 1•. 1 4 1' .. 31105 494 303.61T 3.23a 306,830 193..300 3_31' .57 307„40 ..00 '2.27 .18..00 4.008 ' 18:A00 .00 • 0 ."0 ..i. -1,.-{- . _1- ,l_, _ .-- ' _(. -1- -1- -1- 1. -1- -1- 1- 66.084 .0023 -0A09 06 • .3,22.' :59• ' ,27 .015 00. _op RECTAHG. 1 . I I I 1 I. I 1 l I I 1 I a,b8a 303.761' 3.b48 1306.829 141.107 3.50' . .62 301 45 .00 2.27 18.00 .4.000 '18.000: .00, A .'0 -1- -1- -I- - -I_,, .1.. 1- -4 -1- .-1- • 1- -I- 1- 1- 831;1 0023 0003 .01 3.07 .64 2.27 Q1 .00' .QA RELTXNG I 1 I ( I I I I 1 1' 1 1 I •-4i0' 303.797 3.032 306.819 29.3'.100'' 2.54 .64 307.47 .0:0 " 2.27 18.00 4'..000 1.8.000' -00 0 '.0' -I- ,I- -I-• -{- -1. -(- �I- -I' -1: -I 1- - rt- -1- I- 3'jtAiig S17t 4933 .0010 .05 1.02 65 ' ;015 .00 00 RECTAL•1C I' I 1 l 1 ( ( i. 11'437 411. 103.972 2..932 306:.644 193'.1.00 3.66 .0s 307,51 ' Ol 2,27 16.00 : 3.500 18..000 - ,00 0 .'0 1- -i.,, -I- -1- -I- -I- _l- -1- _1-. -{ -1- -I -1,.. I-. , "63..2.60 .022 .0011- .07 2.94. .68 2..28 :ins.Qo .00 RECrANG. I 1 1• I 1. 1 ( 1 . r 1 1 I *1.496,6' 0 104.049' 2.796 306.845 193•..10'1 3,84 ;:75, 307.60 .01 2..27 18.00 3.5'00 1.8,.000 :.00 0 ..o -1- -1- • -i- -1- • `-{- -1- -1- -► -1- -{- -1- -1- -I- {- 48.146 .0o22 :0013 O8 2,01 ..73 2.28 015 .00 :00 RPCTANG. i 1 { • 1 '•I ..I 1 11546.810'l }04;757I 2.689.' 301.846 393'.100 3,99 .11 3071 66 .00.r 2,27 116.00 ( 3.500 1 18.000 .00 • 0 ,0: -I. .1- -1-. . _1, -1. . .I_ -•• I-.. ,. -1- -1- -I-. -1- -I- -I- 1- 85'.6$1 .0023 .0015 ..08 2"..69 .T8 2.28' :.015 .00 .00',RECIAN3 11602i460l 304;:282` 2..563I 316 846` -193,.1001 4'..18 .,1891 ;307.74 1 :00') 2.27 1 28..00 ..3.500 1 18.000' .00:I, 0 .0 =1- -I- -1- -I -.I 4- •_('� =l -1- " 4-• ` -I- 4- 4 I- 37.537 b023 -0017 .04 . •2.36 .;83 2,.28 .015 0O - :OQ. • kEC'l'AN13 I I ( • I 1 ! I I I I I 1 11'640.000 304.367 2,4"79, 106.846 393.100 4:13 :95 - 307.."Q0' ,40' 2.27 18..00 3.500 18'.000 .00 0 .0 _1:- -I- -1.- -1 -I- -1- -1- -1= -1- -1-•"• -1- • -1- -1-1- J'UNCT silt 0023 .0014 • .26 2.48 . .88 415 00 .00 RSCT7iNG I I I I :t I i I I I I 1 .I 11832.760. 304..610. 2.760 307.370 �3.84,100 3.71 '.70' 308.07 .00 2.2.0 19.00 3.500 10.000 .00 0 .0, -I.- .. -1- -1- .1:- -1-., 1- -i-' -1- -1-- -I- =I_ ={- =1- I- 75.477 .0020 1' I 1 I 1 1 I. .I 1 I I 1 .11911.240' .304.709 42,632 407-397' 184.:100 3..99. .77 308 17' .00 2.20 13.'•00 3,500 18:000 :00 0 .0 -1- 1- • =1- -1- -I -!- .00.141 • .12 '(• .2.631 .76-. 2.30• -1-.015 -1, .001- ..op IRSCTA1'C .11161-140 303.329 2.800 106.121 .153.140 4..53 1.04-. 307.17 .00 2,54 15.24 4.000 15.240 .00 : 0 ,0 ...TRANS STR - .0015 - .0012: :07 2.80� - .46 .015 .00 .00 REC'TA2G '1:12'19.1.50 303.414 3.361 306.175• 103400 .3:f39 .52 3,07 29' ' 00 2.27 18,00 4,000 18.000 . ..00 0 .0 • TO 9 OrR .0033 .0007. ,00 3,3fi-: '56' .015 00 .00 RSCURA ( I I I, I, 1 i 11222 150 303,424„ .3•.351 301.775 191;100 5'.20 .52 30'i.30 .00 2.27 18,,ao' 4.000 18,000 .00.E 0 .0 BRIMS Exr r .1 82.101 :0020 11`601491 Cal asIRy,diaellcs\WSPGit4Z=10X.our .0012 .10' 2.74 .71 2.30 .015 0'0 .00 R2CTA= tl .:' Z,10X.I:S%1 0 S ' P 2 W - C'VI: DE5Z2 S Versic . :4. C3 2AGE 3 =_zCxem _aeerige Serial parebar: 1411 • ` tilert1 SLI CE PROFILE L=STI Data: i-7,6-20t3 .. e:. 3:15:S0 1-10 03: e1 Capes ty Armlyei* .. JN a,:-1i60-.401-0D 3oata.-sa. tmetric) 10o Yr per ham,-0Zc3y.:06-07-J3: . /s�1f ♦�Mi wwtii. - Y►erf'�l'Yt7Twt/f4.f•it+r•Yt+FwU/i.R`Yi'ewRi R�R'w '�' .if4RffRY‘Y Yitw*. ul.****'s itiv_r.t Depth Kate: g'. Vel. Yet- ahetgy,Sugar ","ri"1cal 1.1oi4` Top, Haight/ 3e8e 'fY 14c Ktb'. an r.1ev 1F1 218v . N3/S) MO,Aeat G d •: 21ev . •Depth ..Width• Die - '8'or 3..D. 2L P.s/Pip • eta Ch 10ea . 58 Ova }*F S$ oi• thi ; ,, N Nerm ..Dp ►4Y.t R'*' . Rf.#►r4.. Yf4S!**.* f.i•YY*f•f♦ tio44RM'.}* /R1r,f�i*TrfYIr�M1f ,y' '7Rfir:: tR R e4Yf♦ .rYRw•�N, •w .V*4Yr .11993,340 304.'927 .2.509 307.43 ' 384.100 4.08 c85. 30848: .00 2.20 18;00 6.:661 .0020 .1_ .0015 .01 2.51 .82 2..30 12000.000 1094..944 2.500. 2.07*0" 04.44o1 4:.09 . .85 308.29 00 2.20 '18.04 X44:4 ZR ype Ch 3,500. 18 000, .00 .0 «0 . _ :015 - 00 ::.4o 1EC114.1c3 ' 3.$OO • 1a..000. .00 0 =0 . -r,,, a973 STR .0020. . M . :0026 .08y 2S0 .83 :015 Oa '. .00 ..•RSGTRNG 12050,006 305:040 '2.453 307'..493 . 184.100 4.17 .89 308:38 zee. �.2.20 28.00 3a0.00 18 000.` .00 .0 .0 94,J69; ..00.20 • - r -1- -I- .. - - ' - .0018 17 2.53. 1 .85 4.28 ,01'S' 44. .00 REC 8,8;p • m 32,144 970 , 305 233 2:.339 307.57I1. 384;100_ 4.37 .91't '308 55; DB;t 2,20 18.00 3.000 28 000- .00 0 .0 is o33, 0020. • I. -# 0019'I .03- l:. .. -1 1. .4 . • 2 42 .9'i .2w28 s025 .,00-: .00 .RECxANG • L• 1 1' I xlis0 000 30s,=63 ' 2.327 $07,590' l84:10b 7.39 .98 •308 57 .05 2.20 18.,00 $.000 l 3.8 000 .00 0•. .b 1 182;444 .0020.44 :0024 20 2.37 .94 2.30 .015 00 :00 RSGTA>,IG ' 1 1 1 1 1 1 1 ..: 1• 1 _. . 3,2262 470 305:468 2.295. 301.763 1k4.1.o8' 4:.46 1.01 300 77 •05. 22.20 18r:0.0 3;000 18 000 ,00 0. • :0 3s 7io1�. :082b,t `1" ''1, 1- 1.. .:1 -1_ -.1- -1- 1- 1 «002Q: .06 2 3< .94- 2...3U . ons 00 .10'. REC%8W0 1 1 1 1 1 1 1 1 • 1 `.1.. N 12298 180 305'.831_ 2.295 101.826. 184.100' 4.46 3.OY 308.84' 00 .2.20 18:00 1.00.0 1.8;.000• .00: •0 .0 Jrnarr srRi" .ao2o 1 -1- ` -1- L -•1 ..-1- _I- . - -1-. ,.1- -1 1-. .Ooy7• 84 ' 4.33 .08 oils :60 .06 1ECTANG i 1 4 I 1 1 I I•I I I . 12331 120;rr; 305.6.05';, 2,513 .308 }18: '378;:9.00 3.'94 -80 .3',0'8 92 .00= 2.16 10:,00 .3:.000 18 000. .00 0. 40 rf JVNCT.STRJ',- .0021 1- 1» .I.: 1,- - L{. - - .i_ .1,_ 1 1 .0015. :12 Z 51 `80 .01.400 ...00. R,ACi'8k13. 1 •. 1 1 l ( 1 1 I 1 1 t 1aii0 "000 345.161 2..397 305 164 278:700 i4:14 .87 3b9d4 00. 2.16 1o....d0 3,.40a 18 .00Q' .00 0 .0 • .1_ -17 - - -1- I" 1- =1- -I- -I= .- 1-...1.--I'._ i_ • 93 499: 0021 , 0018 15.. 3 40 .8`5 2,23 ; 015 .00 .00 'mum. 1 • 1 1 I I 1.. 1 { I' t 3 500. 305 ,940 2,285 -348 425 118.700 4:34 . ;94 309 19. 00 2:18 28.00 3.000 18 000; 00 0 ,0 0401.1oD�t1-1" - -I- _ ,.. •-1- -1= 1, _I.. I: I_ 1. t".002Qt ,18-1 2.29' .92 .2,23 .:015 . 00 00 .RECTANGI i I 1 I i 1 1• {...380306 1271 2.226', 308:3541 178::700 • 4:46 1:01 309.37 00 2.16• 18:00 3;000 .19 000 .00 0 .0 • .1- -1- 1-• .4 -1 -1- -1 1- -1- 1-. 1- .6011 0a. 2 23'.,. ,.9s. :2.41 015 00 .00 RECTANO 2.226 '30'8.385f 178:700' 4:46 1.011 309.38, 1 00 • 1 2.16' 118.00 I I I. - - -1- ' -1- -1-' -1_, -1- -1- ' -1- .0018 . .26 2.23' .9.5 2:383 '308.818) 172''.;800I 4.,03 .83t 309,55 •t .DO 1• 2. 1 ( 10.00 -,''.-1-.I- -1 -i_ ' -:1- -1- -I { 1 .0017) 1:1 ( 2'38 1 .83 2::269.- 30fl 863-' 172. 800 4.23 _91' ,3:09 78 ..0• 0 2..11 18.00 - - -1..-I- _1: ..1-:-,a�-1- -I- -1- .002D 2.1;63 308.8491 172:.8001 4:44 1.•0'01 309.85 s,sll- :40'z1-1- 12590 0041 306.139.1 cuki Slit. ..0021 tl 22734.5901 '314 •435 �. .1- TRANS STR 0024 12440 0041 306.594` G 39:34 t- ,0023-1 12939 350,' '30.6.6851 12.673i .-0023 1 12651;620 306.715'. -1- -1- x�`rmiuLICl I 112851020; 306:'7.15'. 28.5631� ..00.13-1 12810.3801 306.758 •34,.0.921 .0023.-t -1- -1- -1- .tl01.1 .03- -1 2.130t 308 8251 172'.800: 4.55,. 1.061 309.88 1 -1- -1- -1 -I- -1- -I' 1=' 1:000 14.044 -00 0 .0 -I ,015 _1_ .0o1 _. oo iBLCtiold '3,0Oo 18.0001 00..1 0 .0 t .015 -1- 001 :.00 IRECrA06 t 1 3.000 1s.00a .00-t o. .0 2.27 .90 2.09 .015 -I- .001 .00 IRSCTANG i L. I 1.. i I 00• 2 11 18.00 3`..000 38 004 00 0 :•.0 -'I -I- -1-_ 2:.16 9:6' 2..09 :915 _I. 001- 00 %RECTANG .00 2.11 I,18.00 1 1-000 t 18.000r 00. 4 .0 -I- -1- - - .. -1- I- • 2;,094f. 204.8081 172.8001 4�5.8 . 1.071 309.88 t .00,11. .2..11 1 18.'00 �1- -I -I_ . _ i I 1 .00231 .04 1- 2.091 1:01 I 2,09 2'-094: 308 `852. 172.$O0 4.58 1.07' 309.92 .00 2.11 18.00 ..1. _1_. 'I- -1- -I- .71. -1- -1 .0014 ,08 2...09: 1.01 209 _:\F6:0401\Ca1cs1lsydra415.6A 58Gw\S-10X:O0T' 3..000 ;( 8:0001 .00 .1o 1-• ols '1- 1- c tR .eo...o•EcttO 1 1,1 1.440.18.000• .0u.0 -t'• .A16 1 .001 - 1 .00 RECTANG I-1 X. t'.Sw grran it 5 r` ; t3 -' CIVIL73ST_3N Version 14.95 Program Package Serial' Number: 1411 ' 1AT82 S'Jan = PRO? 3 isTat.1 1.10 Channel a,- =itY :Rna1ysrs c 0C-,r9 4t1-,10 3 n:a,.a.; taaaale) 1700 'yz Ppr fyd, o1oyy 06-07-03 ***,«w,uf»1,..c.*********. *.****** r.►****.**.** e.*****1.tr'r.rr,r+writ.;. ►*****************v�j**** .t1vert .Depth Vater Q Ve3 vel Ear Super C:itieal 1ev _DO E10.v' (M3%S1 tM/S) bead 'Gr3 . :21ov 3-t Ch '51ate - SP' ..Vas Mr - :32 130ei Fr- u ***•;*r.t "4r.***.r * .V***** ..44*** ** *******1******* **e*,.*it, rent**; 12904.480. 305.530 22.043 300.881 112.666 '65.514' .0623 • 12950.000.1 306.944 1.540 304492 '172..500 15.9111:0024 4:70' . 1.11' 310.01 .00 1.11' .G037 '' ::.12 2.04 1.05: 1` 1 .4,,93 A,24 310.13 .00 2.11 -1� - _ • -I_ sA= Date: 6-23-2003 Tim*: 3:=5:50 Eio !:op Width NorMhP * .►Ws*.,.r*.*****. 'rr height/ Dia.- M Base Mt orlD. X-1711 41*w* 7.4 00 . 3.060' 18.000, : 30- 0. .0. 2.09 ..035 .00 ;00..8 CTANC 1040. - 3.000 +18.000 _ ..00 -0 , .0 :.0a30 09., L.95 1.13'. 2.09 .015 .00 .00 R2CTANG 12965,910 ' '306.981 '1,915 308.496. 1720300 5.Q1 1.2B 310 18,' .00 2.1i 1 18.00' 1 3,.00.0 l.t.000 •:00 0 .0 40.2s31- .0R24 ':.}- -'I;, •1- ('- .... _ _ .0035 13 1.91 1 3S:' 2-09 -015 00 - 100 RECTi1G r 13006 1701 301.076 11825 308"902 172 800 .5.26 1.411 310.31 f .00 •! 2..11 • 1B.,00 1 3.00'0 18.000 :00 0• 0 -1, -1- - -1-' ' -.I _1 1- .17 _I. -1 ...1- - - I ' 37410 ;0024 0039' 14 i.•03 1.24' 1 09' • 403.5 • .00 .40 RSt:T141iG 1 1 I '1 1 I I 1 1 1 1 • 13043 804 307.164-, 2.740. 30.4,905 •172 800 5:52. 2.55 p.19.44,44 2.11 =8 60: 3,i100 s8..400 .00. 4" 0 4. I •.4 081, 0023 _ OOs$ . 02 . 1 83 1.33 • 2. 09 .035. ..40 .00 itECTAB<3 . I i 1 1 1 ,1. 1 1 1 1 1 1 11047:S00' 307.114• 1,731' 3.01 904 172.e00 S'55 1.57 3 0 47 09 2;ii 18.40: 3-000 10400 .00 0:' .0' 34.651 .0023-1- - •_1. -1 -1- 17 _1 -I: '1• r.- '1. 1•: I 00'.45 16-. 1,82 1,35. . 2.09 .015 00 :Do'•RECrANG I 1 1 t. 1' 1 1 1 I " '1 1' 1 13Q0a 240 387.2ss 1:650 308.905. 172.600 .5.82 1.:12' 310 63. :00 1.4 1a.00 • 3,..000' 41.060 ..00 .0. :0 • -.1- -.r- - - •-1- -1- -1.'' -1- . (:• f- -1- . 1'- 4 S5'1:. 0014 .4049' 02 1.65t i 4.5' '1 .1 "04: .015. .00 00 .REG1ANk?' 1 t A. S 86 1:.7sf. 310 fi5 1' 1 I . 1 •- 1 ,I I 11087 190 301:267 1.639 108.905 . 112 800 00 9.1.3 18 02 3.000 18.004 44. 0 • .0 -1- -1- _ _ -1- ''1.- '-1- 1- 1- -1- -1• •'-'1- .. -.1.':. ...1• 1-' 1 . 32.417' 00;'4 0054 • rl8 1 .�'r4 i::46. • 7a09' .035 .00.60.R£CTANG • 1 i I 1 1 `1 1 1 1 1' 1 1. 13119 610 3O1.343 1.562 , 308..909 172:.406 ' 6.34 3. 92. 310 83. .11 2.21. 10 00 3.000 1'8.000 . .:00 0 .0 16.5091_ .00z 71- -1-. _I'-• 71- -1 ' -1- -1 1- 1 .1:'S7 2 10' 013 .00 .00 RECtANG• 0060 10� 1', 68 ; 1 1 1 1 J. 1 •1 I I 1 I I 6.420 107-,352 1.522 268904' 172.800 .6.31 , 2..03 310 93" 00 .2.11. 18..00': A.0•44' 10..000 ..00 a. .6 • .1.uofiB -.1-- • - - -1- -.1 -1- -1- '-1• -1- -1- -1- .00GS. .03 i ,52: 1 63 1 015 r1r o0as 1RECSAD?G I I .. ( .1. • 1 I 1 I ` .. •Q0o 07:913 1:486; 3:08 899 116700 6.34 2:08• 310 98 00 2 09. 18.0'0 • 3.000 110.0001 •-.00 1 0 :0 j 1.= 1'.. _.I 1,, 116 510 006a 5065 76 2....49 . 1.67 1 47, .015 00 .00 RECTANG 1 I { 1 1 .I 1 I 1 1 1. 1'3251 510 308..207'. 1.508' 309 715. 170..700 6:.29 2:02' 311 13.' 12 2:09 18'.00: 3.000 38.000 .00 A .0 .9.9.633 ,Yost ..046D. sa 14.0 1,6k- ' 1.47 025 .00 .00.. RECTANF 1- 1 1 I r -I 1 .1 1'• 1 1 1 13357• 340 300.885 1.557 3T0 442 116.700 &.09 1.89 312.33. .00 '2.09 18.00 3.000 :18.000 :00 0 .,0 4.220. .006s I I 1 • .00sT1 ,02. 1 :1..54 1.56, 1,47 .015. (+ .00lr .00 IREc ANG 13161 98e. 109.'914 :1 560 3i0,474 176.700 4,08 2.95. 312,.35. .22 I 2.,0 1 29.00' 1 3.Od,0 I 19,0001 ,.'00- 1 0 .0 51.117.1 .00sar1 - _. -1- -1. '1- .00541 .:294. 1:7.1 ,1..- _1.-- ' .1- -1- _1._ 1-. • 55 1+:47 .015 .00 .00 .RECTANG 1 1 i I I. 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I.1:9 10.00 1.500 10.000- .0 :0Q 0 • .1- -l- ' -I- -1- -t'- .1. .I- -1- -1. -1- .1. -1- .1. 1, 3.579 ,0i34 .0049 . p2 :98; 3.33 • ..72 .015 .00 .00 RSCIIO G . . _r3: I-1CX.0U 13 t41111,:lt;t7741:v r7'1pe0,402kc sCatayd aUlleSl.wsPIPAr.1OX.00T ii 3 2 2 SQ - it 3:.r7?3ZSS' version 14.23 21,=a :i •2rogr ,0`25r1 a3e Serial Nuc,'3 .:. 1411 kAT Pca .StP80=I!2 ISTINJG • Dates 66-26-2003 Timet 3:15e50 1-10 theme' Capacity.? alysis • .Y PC 50-401-00, F?a:arz 'asettiel -100 Yr per ity.ro3o3y 06,-07•-t3 • s+.h.*i4'4..* 44 ,4**'►**4*44444444, Rre.,s trh a1r►rrwtr.rrrria.R�. 1.01.. _Hoerr o t �'dteY i2 ve3 Vet �_r3y 'S e . Crii$ al F1Dw top Height% �.ed �xa 1 v •'f l$) 'iM/Si 33t:d G:i3 E1 $Ieo D Ft�i' •1460 2.o .e - - - - - -41 C3 .S Si' 'Aim •:d! 58 D 1 .Fr..00e N Nor* Dp: . "N' • ,!1*4 44. *.*44**44r 44 *.**4** *444444.4 44444444 *rr1,serr'i.! r*Rf1*r, *M**.. s*** 'rs*rs .r.t ,."**.* *****.* - *yn.*r..* 1g15414:354 .323'.701 ' 4.033 324...139 40•400, '3;95 . 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I 33 4481- .400 • . 0.025 . 08 1 32 _ . 96 i -'24. ...pit -Oct. ..D0 RF G".XNG 3:5462.170' '323.1551 1:2401. 325..95.1 40 8001 3..29 :551 335 ¢5, 0.4I 1.19 1 10.00 1 2.900 i 10.000I .00 {.0 .0 _.1- 71- -1- -17 -1- -I-. _1- -1- '41- -I- . -1-. -1- -1- -1- 4.591 .:0015 • : a025 .:01 .. 1..33, .94 .. 1.24 :015 'D0 .00 RECT7l13G i 1 I t' 1 1 I. 1 1 :1 1 I 1'1546:4 •760 423.156. .1'.244 325.:106- 40..800 3:29... .55• 325.66 .00 • 1.39 :10.00' • 2.5.00 10 000• .00 0' .0 -1_ , .1. -1- -I_ _,1.,, -I- 1- -1.- 17 -1 r`- -1'. =1- d 3UNCT ST1t 0025' '.1.24 94. 015 100 ..0o RSCTA2:6 • • 1 -I 1 1 1 1 I I 1 1 1 I, 1 1551.0 000., 323 973 3:.033 32S 006. 40 00:0, 3.87 .36' 325.77 , .00 1 18- 10.0u. 2 5,00' 1a 000 .00 0' .0 f I.- •r1_ :.1- .1 -I-. _1 -I -1- -;}- -1 1 1 -1- ' .1± 1.344. .0042 :oo'e.2. .01• 1,03, 1•,x2 2...03 0.15 00 .D0 •1i6CtAHG I I. •.i I: I 1 1 I,. 1 1 I 1 I 15511 3+40. 323.979 1.033 3'25 011 40..006 •3;:87 ..76 325_T8 .00• 1'18 ' 10..00 2.500 30..000 .00 Y'.' :0 -1.- _1_ -I- .1.: '1 :1. _.1- -.I- -1- , -1- 1- -1 71- 14 .6'9 554;' .OP:42, :0039 '. 28 1:03 1.22 1..03 015• 00 .Do RSC.iANG . 1 • 1. 1 ) I ( r I. 1 1 1 1 I. 1 300' 324:169 . 1:069 '325:338 40.400 '3i74, .7.1' 326 OS DO - 1.18. 10.00. 2..5"00' •10.OM .00 0' ' ..0 �696 0042 .0035. 06 1,.07. 1.36 1,03 .015 00 .00, RECTANG ( L'•I 1 I•:_ I I I I I 1 I 1" 95o 324 341 1..121 325.418 a0:000 3:57 .65 ,326.32 .00 - 1.18 • 10,00' Z.'so0 10',.000 .'.00, 0, :0 -1-• •-1= -1 -I•- -1- -1 -1•- . -1- -1- .4, .1. -1 =1- I�. 3 672' .0042' .0030 .01 1.12 1.08 1:03 .oi5 .0o ;QO R$C17i'. l I 1 1 1' 1 1 1 • i .1 1• I 1 35'6D3 670 .'324..362 • . .1:77- 325.539. 40:000 3.40 ,59' 326:13 ' .i9 I:18: 10...:.4a .2.500 .10.000 .:Ott• 0 .0 -I- -i -1- -.1- -I- -I- i- -I- -I- -I- --1- _I_' -1- I-.. .. as cr $1R.. .0041 .0028 .05 . 1.1. '1i00 • .015 .00 .00 AECTANO 1 .1 I 1 1 I 1 L• 1 1 1.. 1 I. ' 15621 564, 3,24•,.4.3G .1.'145 .325.58I . 38.400 3-.35 .57 .326.15 .09 1.15 ' 10.00 2.500 1. .009 .-.do 0 .0 1.- -I- -1- -1 -I- -I- -I- . r1-_I_ _1 -1- • ,.1- -I- 1- • 3 86•- .0014 •0026 .01 .2._ 24: i:DC 1,4.4 • .015, .00 .00 RECTANG' 1 .1 I. i 1 1 1. 1 1 1 1 I I. 15624.750 324:449 1,201 325.642' 38.44D ',3'. 0 .52' 326 16' 09 1c15 10:•00 .2.500 ' 10.000 ..00 0 .0: -1_ _(- -I- -.1- _1_ -'I- _1_ _1- -1- 71 I- -1- -1- I- 13.301' .0014 •.0022 03 1..29 .13 1,4.a ' .015 .00. .00 REC72NG I I t 1. I 1 .I, I I I .I '1 I. '15638.034. 324.459 3.2'6'0. '325 719:• 38':400 3 0.5 ..47 , 326,19. .08 '2.2:5 ' 10:00'. 2.500 10.000 .00. • 0 .0 `I- 1 -1- .-1-' -1- -1-- -1- 1- -1- -1- -1. _ . • -1- _1_I. • 1061 .0014 .<0021 .D2. 1.34. .87 1:44 .015 .00. .00 •RSCTANG 1 I i' 'I .I 1' . 1 •.l 1 1 .I 1 1 "15638;150 324.459 1.2'60 325..7;9 38c400 3.05 •:47 926.i.9 .A0 : 1.35' 10.00 2..500 ID.000 .00 0 .0 .1. -1._ • 41- -1- • ' -1 1 -1 -1- -I- -I- -1- -1- -I- I- . •35.904 .0014 •.0019. ' • .02 1,.26• ' .01 1.43 .'015 :OD 00. RECTANG ( ( 1 I 1 • 1. 1 • I 1 1 1 I 1 • 15'67A 060 324+510 1:322• 325:,832 30,4'00 :2..91 :'43 326fl2.6 .00 •1.15 10:00' 2.500 10,.409 .�OD 0 .0, -I _I- _1 .1- -1 . 1. _.1. -1- -.1- -1 _I- -1. -1- I: x00.246• .0014 .a017 .17 1.32 .81 :1.43 .01'5 .00 .00 RECTANG I 1 I I' I 1 I I I I I I .I:. •15774 20.0' 324,6.52 1.386. 326 '03.8 38-.400. 2.17 .39! 326;43 .00 : 1:15 10.00 2.500 10 000 .00 0 .0 • =1- .1_. -'1- -}- =4- -1- 4- -1- 71. -1- �i- -1- -1= 1- ID-232 .0014 .0015 ..02: .1.39 .75 1.43 .115 .00' .00 14E24110 2.319' .0134' ' r:1F601402\Calcs1NYd.aul.cs\65PGW1X-2OX.0OT it.R4irs•r/rRI*err rir4irs. 3ase. WE t-Na `8z0 or I B Z PssjP#p X=1"a12 zi- Type h -1- -1- -1= 003'4 • 326.289 1.132 327 4211 •37.74u ,.o0z7•' 16428.510t 326.341 1.1431 327,4441 37.700. M 1 10.'307 1.6446.880' .IVNCT 'STR.t 104.51 880 - :LE: 2-i:X.::Si3 0 5 s- G W CT :LDESIGN .Varsto i :4. 3 7nC_ 13. 2rus am Package 9s:ia3 A' yae_ : 3411 UX ZR SURFACE 2017t2 LFSTI? 3 Data: 1-26-23.^.3 Time: 3:15:50 1-10 cb' -tom' .Capacity ..Tat:ys$s, JN aC-E60=461-.00' 300 Tr ,pat !:y-aIagy'06-t7-03 r... •tvv arrafis+<..rssve rr k* eH _aver Depth Water Q ,va3 'al 3.ev 1i43 nay ' :143/91 04/S►- Read I CIL 516pe - - Sr Aye tri'•s• fifi#. wv4re#*i, 1-7**..1! rs 16784 440 324,466 12 '443 . 0014 ' 25857.380' 324.769 r s0Ncr'STe2 00 4 16030,170 314.041 .17 364I .0033 kg .1 329.097 1.363 326.460' 17.100 3..8431• 0033' 26014..3801 .321:110 3.348 126.458 37..700 34 37.1~ 0033- _1_ -1- 21005:7601 325;158 1.205' .326 443 174001 7478 d 16042.9305,1 ' 3282 1..25243 326 31 9.SB.1. :Q033.. - -1- 1'- 16103.5201 325'.214 1.192L 326 f061 37.Z0d1 • 16102.sZ01 325.214 1.066t 316-2801 3?):70.0(1 ai5.8961 .00 3- - `I: �1 -t- tl 8 410' 326..042 1,064 327.061 37.700' 5781~ _t -1- -I. �1,0033 '336.13 4 1.06S 327.1001 30Q 7.71 :990 1 30.3S41_- - _1_ . ,0034 14412.154 12'6.24'9 ..1:0781 347.327' 37•:700'1 0 J,1 '892 16424,240' 4,314 - .II027 `.I- -1. -1- •326.350 1.1431 •327.4931 31 204: 0062•�' • 326:38• .78i' :317.i621 39,0304 1; 427,.566.1- .0016 -I-• -1_ 16679.:'4701 32831• .7811 328:950! 3s;0341," 205•.871' :4076-• ;328.924 .7610 ` 129.686. 35,031 10788.301 • 47.4021 .0076 -1- -1- Y: �F5Okl031CfaticstFlyci atylics\il5PGF(\7-10X. fitiT r0;tta60: itt8C_i'0 Supe; Critical.e^lorr op e'i 31 f 3ase 8e Ylev 0npth �ricl h bia.: 14 01 I D,. ZL, L Sr 392,t31 3`;'CSr31s It. iiarnr,;Dp • 'N" 3 -id11 •ZR. irrs:644 :if,v-+*..i. •..,.rtfr,* r*4..t.*41,,T►.*4'.firn!" 1.340 328488, 38.400 2..76' .39 326,44 . 03 1.15 10;b3 2.500 1040, .00 '0 .0. - - _ - 4- 001S., AI.1,42. :i5- 1443 -..015 00 .00 „ECTANG. 1.406., ,326:175 , 3.4.400 2 .73 .38 .326'.56 1 .00 •1415 30•.00 1.500 10 000 ' 00 0 .0 • - - 11. .11014I- .27_1 -- 1,-41. :74 • .015 - .00: .00 REC0t7aq 1.42.9 .326.4.70 37,700 2.,64 .35 326:81 .00. 1.11 10,00 '2440 3.0.0001 .0.0 0 .0 .. ..00151- .:03-1~ 1.41 _70- - '1.08 - .015 - , 001...00 RECTANG 2,.77 ,.33.!. 326.85 1 .00. 1.13 10'.00 2:.500 . '10.000' .00 .0 .0 .:1,. K00161- • 01.1 1 35: _76 , 1..0'8 .015 . .001 ..00 R$c'o 2:80. ..40! 526.86 1 • .,'03 1-13 113..0'0 •2..500 10 00* kad; .0. .0 .0011 -03 1 37 . .015 00 00 ' RBCTPJ 0 •2.93 :44.1 .326.84 1 03 1.13. 1 10..0.0 ,I 2.500 ' 3o 0o01 00 i 0 :A .0020. .,0.1..#1, 83 1..07 .015 .00 0Q RECTANG 3. 1001 3.0• 1 .461 -26.90 1 .00 ( 1_s3• . 1 10 a0 i 4.5d1A 1Q 0001 0p:1 0: ;0. 1 ,1- 1. :9022;' .02 3:.35 :66 1.:01- .015, ..00 :00' RECTANG.. I I I. I 1 1 1 3:16 .51 326.92 • .00 243 10.'00 : 2.5G0 10 000 , .00 0 : Q '-1-' •-I. -1: -1- • -.I-. . ,..1--, -. ,. ._t__ t- . • .3;54 'S4:A" 136.92 1 00• . 1.13 10.00 1 2,900- " 10.0001. .08 1 0 . o' .-1- '1- -1- -1- '-1- -f_ - -1_ 1- •.0033 • .79 1.07 .1.09 •1.0.7 .-.019' .00 .00 RBCTANG; • 3.64 . '64.1 •33? 71 00.1 1.13'. 1 ;0.,00 i 2.500 10.000 00 1'.0 .0 .1- t -.1'4 -1 -1 1_. "I_. -I= I- . .:0033' 13 " 1.07.. 1...09 1.:'.07 .015. .AO 00 ',RSCTANG . 1 1 I 1. I 1 1: 1 -3.54 64ti' 127.84 - 04 113 10.0;0 2.50.0 1a 00b, .00 . '0 ' ..0 -t- I- -I- -1 t -1- -1 -I- I, ' .0033 .11 i.2;1 1,09.' 1.,07 .015 -00. .00 RECI"ANG 140 '.621 327.95.1 .04 1 1.13, 10.00.'1.2:s00 • 1 10 000,1 00 ,I ,0.. 4 .003.0' 0.4. 1 ^1a i.08 i:0.7 .ols, .00 „GO RSCrA3IC3 1.33 5.71 327l93 1, .04 I 1:.13 1 30.-00 '1 2.500 1i0-.000 .00 i 'o.. .0 -t= -1- '-I- -E- . -1--' -1.- -I- -1- I- .0021 01. 1.17 1.00 1,14 :01s .00 00 RECTANG i I I I I I I I 3.30. .55 328"GO 64 1.13 10,00 2.500 10.000. 00 :: .0 -1- 1:. _1_ 1- .-1. ._ 1- -1- _1- 1- .002/ .45 s.18 .98 1.14 ..o3s 06 .00':RECTANG • 3.:30, .SS' -320.05 1 ._a0. 1 1•_13 1 1:d'.00 1 2.500 1 10 0001 :00 I o .0 -1- -1- -1- -I.- -I' -1.- -I-'-a- 1_ 3.1.0, 00,.RECTANG I 1 1' 1 i t 1 1 4.48: .1.'02 328.19 00• 1.00 .10.00 2-500 10.000 .00 0 .0 -1- ' 71- "1- -I- 17 71- -1- •1- 1- • .4416' 1..14. .78 1.'02 -18 .01'S .00 .00 RECTANG• 4;48 1.021 329.92 1 .00 t 1.08 1 3:0.0- 1 2..500.1 14t000) .00 1 0 .0 _17 ._1- .l_ -1 -1- -1- -I- -I- I- :00s01 .84 1 .18t 1.62: 1 .70 ( .015 ,1 .00. .00 :RECTANC 4.60. 1:08' 330.77 .04 1.08 1.0.00 2.500 10.000; .00 0 .0 71- -I- '1- -t- -I -1- -I- -1- I- .0088 .42 .:80. 1.68 .78 .015 .00 .00 RECTAtK+ : FILS: I-1CX .WW37/ RS 9 0 8 - L 1F ;3SSF2x .Verso 14 ..5 $:o _a4; paricagg qe iii,N der: 1411, WAT.2 SLR?#�C2 ?R0SZ7.e ZT_ST1f I-10''C::ansei Capacity, A.alysis 711 aC-s o-401-00 ra::;.3Za 100 Yr pa. bye:010w 04-07-03. -rr.�rir t rr►�i++i�fra'i'bMSIM�sif'rrfi.r �rrrif wA.:. 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' .06 'R£CTAt ifs:12 630 329';F44 .649 .,'330.253 ' 35.030 �5.39 1...48 33'1..78 :00: 1.08 .10.;00 2;500 3.6,0.0;0' .00 A .0 • f - s:$RTDGB':EXIT • 10478.630' 329.544` ,66r1 .330.305' 35.030 5,38 1.47 331 78, 00 1.09 ,10.00 2`.500 10.000 .110 1 .2 r13 E6' 2.13' . 62 .014 oQ 00 'B00S"' 16896 95n 149.791t :6671- 330 457' ,35.630� .5.33. 1..45' 331.91 }- .00 1,00 10,09 ! 2.500 • 1 T0'.0p0` :00•','1' .2 28 +443;' 0176• •0141 • ;40 .67: 2.3.0 63 .025 00 00 BOX . I� 1:, i 1 } i i 1 16915 410. 330.291' :.699' 330.990. 3s.,030 9 09- 1 32 332.32 ,00 . l 09 10'00 a.500 1;0:.•gab 00 • 1 ;2 •5 assl :0176.I- 1- -1.T' _1_ . _ , -1 1 ,0222 .z3 , :7a. 1:94- .s3. -1 .015 ':F- .0a1_ ,44 Atox '36931 3.901 335.3711 ..733� 331.3'04 25.0301 4'85 I.20! 332:50 1 :00 ' 1.09. • 10.00'. 1 2.500 1 • 1:0...0001 • .06 3 ..2 -c- -I- 1 - -I, ' -1- :1 -1- - -1- -1- -r.- 1- II 1,9 BRIDGE 3333373. ,.°TQ9I 331 290 ` 35.020' 4. 9a. 1.�s1 33s 33 I .aa ..- s.Oa. .1a.00 I .i.500 1 10.0001 .00.. 1 6 .o Tuxes srx�- :0167 -i _1 I' "i- 01a4� Ai-t- .:7s�1 3. 48 �1 .Ols -1,_co}..00. lttstzAN(3 j 1 ..I I • I 1 1 I .I 16932,110'• 330 5&5. .,710 33? 29b.' 34;6.30 4.;,93 .1.34 ,332 34 26 G7 :- 108: 20.00 2-S00 10,000 -00 0 .0. m avrsez -1- .Alau -.1.- -1.- -I- 1 , ,1- :_1_ .1- ... -I- -'1_ --I- 1=.. .• 0136' ,Dl 27.38 1.8T.. , 015, ..04 :00. "A$C'k241G' .i 1 I. 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I .1 I 1813247770, 917-716 .346 390.062 :890 .61 .02 138:08 .06* -18 .4:83 1.0.0 • 3.:08 1.TO .P 4 -1-. ...4., 4.. • .1, + • ,,..F. .1 ... ,I.. -I- *1,!4,41 .O092 .0004 I .02 -3.5 ,35 064. ,:0Xt ,00. 1.70 - . 1 • 1. • J. I - ,..• 1 A I 30976..;10 991.:494 :357I ' 318401I 490 .$8. ,02 3.0-10 00 •. .10 ' '4:11 ' 1.%31.51 • 3.4$11. 2.70 0' .0 ...1- ,i,.. ;1_ .1- ± ±, .. - .1:..,• : „1.. . .1. .1... I.. . True49..tre '..606. 004 .6o, .3C .j3 015 .00 1.70 TRAP 1 . 1 1 .1 1 1 1 L 1' ' ..„ 1 • .,_ 18779.210 137.113 .128 338.061 :890 1.14 .4.07 946.13 ' ..,00. .27 .2.14 .300 1.922: 1-79-!0. TP ..1. ' '"' -1. -1. • k: • -I. -I- .1.. ;I.' - :.1! . q. - '• -I. ' -1. -I. - 1. 5,045 ,0031 .0020 .01 ,11 .s.70- .28 415 .00 1.70 I9A3 1 •, 1 1 1 1 . -1 - 1 1 • 1 1 1 ' 1 1 1.8.706.20, 137.749 ;124. 338,064 .010 1.19 ,.01 .338 -IA ' :00 .2.7 240. .Aop 1..829I.7o a .0 -1' -I- .-4- -1,- ,1- -4- -I- ..1- -1- -1.- -I- 'I' :-.1'- 1.7!...,..... 5:512 .4011 .0021 .01 .12. .IS .28 .01$ -00 • • _ 4 , I I 1 . 'I • 1. 1 1 1 , 1 1 1 • 1 900.770 ab7.90 409 .:994.00. . -00 .2.25 .011 '338.15 • .00 .27: 2.06 .300 ' 1.829 4,70. a ,o .I. • ....1.. ..1.. .1. .1. L'..1.- ....j_. .1... -1- .1- _1_ ...17 1_ -6 „636 .O.O3A • ,002.6 ..V2 JO :SO. , .28 :015 . .00. 1.70 TRAP 1 1 '1 __ A .1 . 1. ' .„ 1. _.- 1 • 1'8796.400 317.787 • .292 ' .33ga079 .890 1.31 ..09 338.17 .00 . .27- . 2.82 . .300 1.899 1.,•70 - 0 .0 .17 TIT' -I- -F. *I* +. 'I. --.IT ,± ii.20I .002i .802t .03%.29 :OS .28 .015 .00 1.70. TRAP 1 ' 1 . ' .1 1 18807.610' 331.822 :202 . 138.1041 .A90 1.37 ' .101 338.20. .40 .*7 • 2,1$ 1 ,loo• 14231. 3.70 0 -0 "I-1" -1- - -1 202.393 ..1,.0031 ' .0031.-1- .02 .28-1- .901- 1 1 1 . .10000 318,4651, .282,1 131G737 ' .890 ,. 1.37 .101 91;43 .00 .27 2.19. .3po : 1.029' 1,70 0 ,0 • -1- , ....1, -I- , ..1- 4- :..1. -.1 . H.1.. .1. -1. -) .1... , .1. I. • .y.:‘1401601kce1e4EYArOli•csAosivw‘I-1112,0q7 • -1- .41- : 1- :28 ..01.5 .00 1.70 TRAP I I 1 1 j Illpirleratfileild1111101 f grif f I IJIJIill ..��.�aT'�elF�eT®@:.�(d�,�I!/hillrAker 4.77"r" a ♦�.1T FEir. .ti' 1,-'�'f' •�:��af��B�lSiri7Yli all1111 hI IPA" . �► ZrarrAti1®� r nri �•{TJP119tti D1 I,®® gin4p. 11511111 ► r=� as wifirmyralbiliu4 1liuIi1IIIJ z mu��� illi���1�1e ���'�a� ��,►L ►�.., /�i��>Ih o���.� i't't'[�srr1 r� r/r►- .d! f ___ mireviittoikillimmi itermarititi / vea in ► i i 1 Ill- Ii:! i �r IYA risaammettird ii,111111 rartrailli S • AREAS A3 t*** .**sic**f!**** ***.4*****.,t**ir**atetl**gr+kk***ik�rsticse,rir•it****** c�k�kse sir:t,'k.***** **** RA.TIoN L ' ► TROD.HYDROLOGY, ?COI PUTER-FROG/MkPACT iCE (Reference, .1986 SAN BERI A,RDINO CO. itypRox,aar :CRI'T`ERTO T) (c) Copyright 198346 Advanced Engineering ,Software (aes) 4er. 6.1 Release .Date: 01.l01!96 Licene: TD 1395 Analysis pgep= d by:: y10 .CQiporation 1131 West _.Sa.[ , Stteati ';28s.. Orttericf., `C i fci 3 a ,917.E ********************;*,,**fir*; DE8CRZI'TTO14 OF SSTODY -*****+********4**9 ******; *.. * RATIONAL 'METHOD TIME OF CONCEtt1TRATIO-EST/MATES * .;AREA A3 -'* CITY OF 'ONTANA ,FILE NAME; A3 DAT TINE/DATE OF STUDY`; 10:29: 9/20)2002;, USERi SPECIFIED HYDROLOGY AND IityDRADLIC MODEL INFORMATION, :•...:*TIMErbF-CONCENTRATION .MODEL*= - USER SF.ECIFIED STORM EVENT ('YEAR) 100:.00 SPELIF..J U MINILfUM . PIPE "SIZE (I 1cz) SPECIFIED PERCENT OF GRADIENTS (DECIMAL) TO USZ FOR; FRICTION SLOPE _ ....90 *VSER-DEFINED. °LLOGARITfiMIC • INTERFOLA,TIf IISED FOR R I2�7E'AI;X,* SLOPEOr .INTENSITY : DURATION CURVE (LOG (I INIHR)' vs ., 'LUG (Tc, MIN) . 6000 IISER, ''SPECIFIED.:1-ROr R INTENSITY (INCH/$OUR) 1. .4000 *ANTECEDENT MOISTQRE , CONDI:TI`oN ('AMC :.TII) AS,SUME.D :•'OR RATIONAL METHOD* *1SER-DEFINED STREET SECTIONS roa -COUPLED ..PIPEFLQ'ttT'IND STTOETFLOW- MODEL*: BALE .- CROWN TO ST:itEET-CROSSFALL : CURB- .G0TTER-GEOJETRIES: 'WINNING WIDTH CROSSFAT,L " IN f CBOT-�/PARK= HEIGHT WIDTH LIP HIRE FACTOR NO. (FT) (FT) SIDE ./ SIDE/ WPC (PT) (:FT,). (FT) (FT) (n) .1 3,0:0. 20.0 018/ .0 8/ 020. .67 2:00, .03125. .1670 .01500. .GLOBAL ST.RZRT PLOW -DEPTH CONSTRAINTS:.; 1., Relative :Flow -Depth"- ;'00 FEET as (Maximum Allowable Street Flow • Depth). - 2.. (Depth)' *.(Velocity) Constraint .'0 (FT*FT/S) *****4r+k*,t,r,t,r,tie***irir,ttl fr**4,,i4**k#;yk **,it.*iF*ie4r..ii**'S:*ie***0;A..*: **i 4ik.**,:+tir>Irie,t,r******** FLOW'PRCICESS'PROM NODE. • 10V00 TO NODE 20 00 IS CODE _ 2.1 >»»>RATIoNAL $ET.ROD INITIAL' SUBAREA A.NAI,YSIS<< 5.< • »USE TzmEs-OF-CONCENTRATION NOMOGRI '8' ,FOR INITIAL_'it AsEA« IN UAL ':3DpAREA. FLOW-LENC-TH.(:FEET) . 773.00 . ..EL,ESiATION DATA: ,UPSTREAMMET ) = 1151.60 DOWNSTREAM (FEET): 1140.00 YIFSOWO. fCakslSyaeotrigyftei�ei(rev.'09236.2Make Printed 9/21/2002-3:30PM Saveai 9/ O/Joo11a:304M Past 1 of7 F3C7VGE et 1 • • To _, Xc* ((LEuGTB*.*, 3.00) /(EIJ^VA'TI kAt4GEj1*x .SUSARF.A ANALYSIS. USED Mfl IMO'M •T'a( . ): _ 12.081, * 100,:YEA tU./MALL 'INTENSITY(main) '- 3.:524% 'SUBAREA Tc: »D LOSS BATE' DJ•11TA(P.MC DE<'rELppMz ': ' ME/ SCS SOIL. AREA rtiP ii l S'CS LAND USF� . C-Ro P (ACRES) .(INCH/BR") CAECEAL) Cr1, RESIDENTIAL:` " 5-7 DWELLINGS/ACRE^ SUBAREA AVERAGE PERVi0a8 SUB.AREA. AVERAGE PERVIOUS S 0BARE2; .RUI±DFF (CFS.) o. TOTAL AREA(ACRES);. m A ' •6,3 .80 LO.SS:RA.TE,• •Fp(1 TCS/HR).' • AREA .FRP,CTION,:'Ap .50 .80 .5Q 52 12.88 ,. 643 Ft* FLOW RATE (CFS ,� FLOW PROCESS FROM ,NODE 2.0. 00 •TQ NODE • 3t1..00 IS CODE .3 1, »»COMPUTE PIPE-FLOsuTPJ .VEL. TIl+lE 'SE RLt. 5U.94P.EA«ram »» VSING COMPUTER-EsTrmA;TLD .pIPRSIZE' "(NON=PRESSiiRE o }«c« ELEVATION DATA: UPSTREAM (FEET) ww 3.140..0 0 DOWNS 'REAM (FEET). Q 1136: i10. .FLOW LENGTR,(FEET)a= 84:2 00 MANNING'S N.Y` ..013 DEPTH. OF FLOW IN 27 13 ,.INCH: PIPE, IS - 19: 9:.:INCHES• PIPE -FLOW. VELOCITX (&`EET/'SEC.) '_ 5 . 7,6 ESTIMATED PIPE DIAMETE (:INCH) `_ :27.,'00 NUMBER. OE'^ PIPES ._ PIPE-- `LOA (CFS) - "PIPE TRAVEL, TIME (MIist. ) 4: 2.4'4 T:6 *ITN. ) = IS ;32 *,********.***************************** t********4i*****;r ****,* al**:ic4*- r -,**,* FLOW. PROCESS FROM: NODE; 30.00 TO NODE 304'0 IS 'CODE 7 .1 ?> »ADDITXON OF :SUBAREA T0: MAINLINE '..PEAK- FLc««< MAINLINE, Ta(MIN), = 15 , 32 * ' 100 YEAR RAINFALL INTENSITY' (XNCH/HR) SUBAREA LOSS RATE' DA.TA (AMC, III) .' DEVELOPMENT TYPE/ S'CA •SO/L AREAA., 3..1:76. LAND .U$E GROUP' ,(ACRES:) (INCH/BR)' SCHOOL , A.. 2.32 .:80 PUBLIC .PARK A; 6 48 ,80 SUBAREA. AVERAGE PERVIOUS LOSS RATE, FP'(INCE/HR) SUBAAREA. AVERAGE PERVIOUS AREA :FRACTION,. Ap ..79 SUBAREA. AREA. (ACRES) 9.20 AREASUBAREA EFF8C1"IVE;(ACRES) RUNOFF (C,E'S } _ 21..1:1 _ 15. 63. AREA AVERAGEDEh'(INCH/BR) 7 .AREA -AVERAGED Fp (INCH/aR) _ - .'8 0 'AREA -AVERAGED Ap , 67 TOTAL. AREEl(.ACRES) 7. 15..63 PEAR FLOW RATE ':SC$ (PECI L Ly cN . 60. 52 .85' 52. .80 .53 37,19 *.**********•** **4,,***fc•****.***A., **;***• ***, :A•******:*** ********:*******!*4** **** FLOW PROCESS FROM NODE 30:.00 TO NODE. 40.00. IS CODE _: 6.1 »»»COMPUTE STREET FLOW TRAVEL 'TTMF THEW SUBAREA<<«< >?> (STANDARD CURB SECTION USE,[) ACC« UPSTREAM ELEVATION (E'1 ET)'" = 1136. 00 DOWNSTREAM ELEVATION (FEET) STREET LENGTH (FEET) 495 00 CURB MIGHT(INCHES) _ 8.0 STREET F,AL DTH(FET) 7: 22..00 DISTANCE FROM CROWN TO CROSSFALL 'GRADEBREAK(FEET ) _= 12..00 DIFM4011Caras1$yidrolog►yiRata et (`rev.D9?302)1134ae Printed: 9121/70023:30 PA( Saved:. 9/20/200210:30Alf 1129.2.0 • Pap 2of7 8L 74'LE • • • INSIDE STREET 'CRCSSFA. L (DEO- L) : ..02'0: OUTSIDE' STREET CROSSFAL1.('DECIMAL ), _ .020 SPECIFIED: E KUMB�31HP:L.fiSTR;EETS -CARt'SING RiP7QFE` Pr STREET PARR'WAY CROSSFALL (DECIMAL) .,020 **TRAM T2ME • 'COMPUTED USING ESTIMATED 'PLOW (CFS), ***STREET PLOWING FULL* STREETFLOW MODEL.' RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH;(PEET) -set * 63. HALPSTREET ET OOD WIDTB ( FEET :).:== 20-. 20 AVERAGE PLOW VELOCITY:(FEET.-/SEC. ) 4.66' •PRODUCT OF .DEPTHAcPELOCIT(E'_T*F'T:jSEO. ): :2.94 STREET. FLOW TRant TIME (MIN..) a` 1.77 Th'(MIW )• * 100 YEAR' RAINFALL INTENSITY (INCE/ER) = 2 :974 SUBAREA LOSS RATE DATA (AMC II/) z: DEVELOPMENT TYPE/ SCS SOIL .AREA Fp AIS; SCS:. LAND USE GROUP (ACRES) (INCH/art) .(DECS I,). CN RESIDENTIAL< . *5-7DW£LLINGs/ACRE" A.. 14,'h . $:0 : .50 - 52 SUBAREA. AVERAGE"PERVIOUS LOSS:. RATE, :Fp(=iNC /W) :_:' -80 SUBAREA AVERAGE PERVIOUS AREA FRACTIQN, . Ap; '_ .56 Si7FAttm AREA.(ACRES ) = 1.4 11 SUBAREA. RONO):T(CFS) = 32 .72: EFFECTIVE ` AREA (ACRES) = 29..7 4 AREA. -AVERAGED fln ( 7 NCE/HR) . 4 7 AREA :AVERAGED pp (Ii3CRha )' = 8tt' AREA AVEitAGED Sp _ .59 TOTAL ,AREA(ACRES) 29 74: PEAK FLOW RATE (PFS) _' 57.07 EIb. or $tTBARREEA. STREET. FLOW }: YDRAULICS: " DEPT'R,(FEET) 67 8ALPSTREET FLOOD WIDTB(FEET) := 22 15 FLOW •VELOCITY (FEET/SEC.) B . O.$ DE1?TA*VEY, iCITr(FT+FT/SEC..) = 3.. 40 3 .:55 17 :.0.9 • *** **zge****L+******** ,4*yr'*•******,b*`�t•,FM•**** **** e; .k**ate+�F*:**�k.7�'**4.*** * c*+F** n • >>>COM t1TE PIPE- LOW' TRAVEL: TIME TBRC7 St7BARF. ;«,<< • >>.?DSING USER -SPECIFIED. PIPESIZE (NETT: ELEMENT) «4CG ELEVATION DATA:: 0`PSTREAM'(PEET): ,_ 1122.95 DOWNSTREAM'(PEET) • 1119'.00 PLOW ZENGTE (PEET) t 305 ; 00 MANNINGS N - . 013 DEPTH OP -FLOW IN 39.:0: INCH PIPE IS :25.3 INC E•S PIPE-I`Low VE3:,OCITY(FEET/SEC.:) - 11..$.0 GIVEN. PIPE DIAMETER, (INCH).: =` .39..00 NUMBER OF PIPES 1 PIPE-FI,OW(CES) - 67.07 PIPE TRAVEL' TIME (MIN.-) . . 43. Tc (;?SIN. ) 17.52 **********•**•**•**********x.*, **4e**•**4• ****, ****• **+***********A.************** FLOW PROCESS FROM MODE , .50.00 TO NODE ,50.00 IS CODE = 8.1 »3>>ADDI'IzON QF S'0spaTA TO `MAINLINE PEAK ,FLOW«<r< MAINLINE TC'(MIN) = 17.52 * 100 YEAR RAINFALL INTENSITY (INCH/AR) SUBAREA LOSS RATE DATA.(AMC• III).: •DEVELOPMENT TYPE/ SCSI $0114 AREA. LAND" USE GROUP (ACRES ) RESIDENTIAL . "5-7 DWELLINGS/ACRE.'' A. 8':02 F:.CnM0021CW=Wjdro7aa AlWa er /free 0 . 03)1 3.dac•. Pirated 9/2.112002 3:30 PM Saved• 9/207200210:3O4 ( 2.930 Fp (INCH/ER) Pp SCS; (DECIML) CN :•80 ,�50. '52 Pgee 3 4.7 F3aYLE • $OBA A AVERAGE'.: PERVIOUS LOSS SUBAREA AVERAGE. PERVIOtUS ' AREA SUBAREA : ,R i (ACRES) = 8. 02. Ei'_"x.CT1VE AREA (ACRES`) 37:. AREA -AVERAGED FP (TNC$/ER) TOTAL AREA (ACRES) a 37 7 6 RATE ,VtkiNCR/gR) ':80. F ?CTION, SUBAREA, RUNOFF (.CFS) 7.6 AREA -AVERAGED. Fitt mcniRR) := , 4.5 .00 REA-AVERA.GED: Ap ; a.' 4.5 7 ' PEAK::FLOW' PATE (ors) 414..•17 OW PC:E R SS.. F"R0M; NODE so,so TO' NODE 6Q..•Q:0 IS.. CODE . 4 .1.. »>COMPUTE :P4E-I2 }N TRAVEL. ,TIME :THRtt ??>?yps NG USER SPEC IF LED ?IPESTZE (NBW )ILEMENT) ««< t .EVATTON DATA- UPSTREAM'.(FEET) _ .1349.,00 DOWNSTREAM(.FEE:T) 1112.<40' FLOW LENGTB,(FEET) ,a, 508.00 MANNING!"S N ; .013. DEPTH bF. PLOW Ilk ' 39.Q.1NC4 PIPE IS 504. INC'HES Pam --FLOW VEICITTY 4FEET/SEC . ,) 12 .. 2 4 GIVEN PIPE' DYiIMETER(INC:Hj '. - 39 .. 00 NL*ER.: OF PIPES PIPE -FLOW (CFS) ' PIPE TRAVEL .T ,. � 44-4!-k*.**-1*4ri#at7i****,1 :kii4f4t44.**ylru1.#**.***pie**.**********4,it.**4-*4etk******;1F i*If'ititid! t'11*** FLOW PROCESS FROM 'NODE' 60.`Q'O. TO 'NODE: 60 00 IS CODE a 8..1 AREA A3 »»✓.ADDITION '•or SUBAREA 0 MAINLINE PEAK k'T�OW«C4 11..70, :: 80 SUBAREA; AVERAGE; PERVIOUS ° LOSS RATE; Fp (INCH/HR.) a: SUBAREA AVERAGE PERVIOUS':ABEA -FRACTION, Ap = :5:0 ,SUBAREA AREA (.ACRES) _ 11.70 S B7 REA B0 0FT (CFS j _ 25.96 EFFECTIVE:AREA (ACRES ) a 49:46 AREA -AVERAGED. Pal(INCH/ER) _ .44 'AREA -AVERAGED Ep (INCH/HR) 80 AREA -AVERAGED .2 p = .55 TOTAL AREA (ACRES) a 49 .;`4 6 PEAR : EI;bW RATE. (.CFS ) I07:, g4. ****$**•****************:, ********•******* ***•****************;***** .**********: L0W PROCESS FROM NODE 60.00 TO NODE 70.00 IS .CODE, a 4.1 MAINLINE Tc(MI24) = 18.21 * 100 YEAR RAINFALL INTENSITY (INCH/RR) = , 2.863 SUBAREA LOSS RATE 'DATA (AMC III) DEVELOPMENT TYPE/ SCS son, AREA. Fp LAND USE mot? (ACRES) (NCH/ER) RESIDENTIAL. "5-7' DWELLINGS/ACRE"' A :AP .$CS {DECII►.L:).. CN :50 52 .s0 ,»»>COMPUTE PIPE -FLOW, 'TRAVEL TIME •THRU .SU3:AREA««,C »>»USING USER-SPECTEIED -PIPESIZE (NEW ELEMENT )<««` . ELEVATION DATA: UPSTREAM (FEET ) = 2112.40 Dons .TRRAM(FEET ) = 1107.:00 . FLOW LENGTH (FEET). a • 43.3..00 MANNING' S N a ; , 013 ASSUME .FULL -FLOWING .' PIPELINE . PIPE -FLOW VELOCITY (FEET/SEC.) _ 13.0Q GIVEN PIPE DI TER(INCE) = 39.00 NUMBER OF PIPES PIPE -FLOW (CFS ) = ' 107 , 84 . PIPE TRAVEL TIME (MIN.') a r' . 53 Tc (MIN.) = 18:.74 **-k*'.i****•s1&*irdF*4t*********4.**ie******* @*********** ***4.rat•* **ir******4,********* FLOW PROCESS FROM NODE 70..00 TO 'NODE 70. 00 IS CODE Pif'60140.11CakslH�dr»Iogy1RaiMet frev 092302).413 doe Printed: 9/2J oa13:30PM Saved: 9/20/200210:30 AM Page 4.of7 . 31?5-1L0 • >?>ADD3TION bli-OBABEA= MAINLINE ?EAK; .F LOt '« <F ? fA N IN Tc (MIN) _ 18.;.74 • * 100 YEAR RAINFALL -INTENSITY (INCH/HR), = 2,. 81.4 SUBAREA LOSS RATE DATA (A'III) :t DEVELOPMENT . TYPE 4 SCS SOIL AREA, �' LAND- USE � Ap SCSCOMMELAN C-ROQF (ACRES) (Ii1CS/ )' .(bECIMA) CN A,. 9 .32 '.:80 .10 52- ,SUBAREA'AVER .GE PEiiVIOts TOSS; RA.TEr. E'p(fN'CU/BR)' - g0 stRAREA Ate. PERVIOUS` AREA, FRACTION,: Ap, = a 10 SUBAREA :AREA (ACRES) = 9 '32. S.:. UBAi{F.,;)3, ;RUNOE'F';(CFS),. 22: 94-. EFFECTIVE AREA (ACRES ). - '58_.78 AREA'AVERAGED Fla (YNCB/BR) = --- 38 AREA AVERAGED Pp (INCE/ER) b. :Bo MA -AVERAGED Ap PF ',.,48 TOTAL :AREA (ACRES) 4 .58 78 P C FLOW RATE (ES; ) 128.60 ***.********40,*A4*4,4 • •**# ***4* ***** .*******r .rstet*,***:*****.******* *****x FLAW' PROCESS F'AOM NODE. 70..00 '!.'Q NQDE 8Q.00 IS CODE. *•. .4..1 ,»»»COMPOTE PIPE -FLOUT TWi):, 4 TIETERi7 S IBAREAC<- --_� <E »»>USTNG, ifSER .SPEGIFTED FZFF5=ZE (NEW ELEI ENT) ««<' • ELEVATION. DATA; UPSTREAM: (k'EET) 1107'."00 A OWN15TBREE4M.(FEET) .-= .1103.75 FLOW :LENGTH (FEET) =. ' 252.00 MANNING' S, R = .:013. ASSUME FULL FLOWING PIPELINE ' PIPE -FLOW VELOCITY (FEET/SEC.) _ 440 GIVEN PIPE DIAMETER:.(INCE) 39::00 NUMBER OP PIPES _ PIPE -PLOW .(CPS ). = 12.8.60:' PIPE :TRAVEL- .TZ+3E (MIN. ) 27 To: (MIN C ) *.*4,3 .******,, **** ******* **** .********:**,*..***; *4*, **********. **#***,, FLOW PROCESS -PROM :N.ODE:_ 80. 00 TO NODE :80.00 IS ' CODE :_ 8.1 }?>RDb3Ti0N OF -SUBAREA TO ;MA.IN:LINEP---- ----- EAK; F OW««< MAINLINE. fie (MIN) .,51 19.0Y * 100. YEAR-. RAINFALL INTENSITY- (INCH/Ha) = 2. 790 SUBAREA LOSS. RATE . DATA (AMC III) GRO NT TYPE/ :DEVELOPMENT SCS;,SOIL AREA. LAND 'QS� i7P 'FP Ap. SCS F L ND (ACRES) (TNCH/ait) (DECIMAL) CN. CO A :1. 7 6 .80 .10 52. eOIlER.CTAL A 5.7.0 .8 0 SUBAREA AVERAGE 'PERVIOt s LOSS RATE,• 10 52 SBA,REA AVERAGE PERVZO.t7S AREA FRACTION, Ap = ,10' SUBAREA. AREA (ACRES) "-• . 7: 4 6 SIISARF.A. RUNOFF (CE'S )' = 18 20 EFFECTIVE AREA (ACRES ), = 66.24 AREA -AVERAGED n(INCE/3R) . 35 AREA. -AVERAGED .Fp (INGH/FAR) '*t ,.80 AREA AVERAGED, Ap 5. _ .44 TOTAL AREA (ACRES): =, '56.24 :PEAR, FLOW -RATE (CFS) 145..53. -F*********iF,r' Fie*V*******fiie4Yir:irt**********44*****x**4.***********t********fie*** MOW' PROCESS FR024 NODE 80 00 TO NODE, 90.00 IS CODE" = 4.,1 »»>COMPQTE PIPE . -FLOW TRAVEL TII� TSRi1 SUBAREA««G »»>USI,NG.' USER -SPECIFIED PIPESIZE' . (NEW EIaMENT) « « �._. ELEVATION DATA; UPST ,. R�AM(:FEET) 1103,.75 DOWNS (FEET) 1098..90 FLOW LrENGT$.(FEET )" 649..00 MANNING S N' ."013 ASSUME FULL=FLOWING PIPELINE ZiPcso 4Of CalcsliivdrotimAnairieritiv 092302).Ld3.dx. P 91?U20023.30 P,tif Sara ; 9/20/200210.=.30 Atli S of 7 13LT41. tint. -now NTELOCITY:(rEy', '/SEC GIM ?I?E DThM '`TER (I+iCH) _ 5.00 . N OF .PI Smat PI?E Ftt0W (CFS)' = 1:.45. PIPE TRAVE.t, TIl`9:(:i ); _ .82 Tc(rral.`} 15,:.Ei3 *,**********.:*****, ** `*4*' * r** w*44%* r f*.*•k***#:******4**:* .4** 4,44*** ..4,, FLOW: PROCESS'- FRO& 4ODE 90 OG TO 1 0DE' . 90.,00 TS CODE = 8..1. > >»>ADDifi10N OF` :SOBAE EA •TO $NINE trim notik. c« =ms ;To (NiTIT) 3,s..63. 10Q" YEAR RAmFALL. INTtISITY (II4CE/#:) ' 2'. 72:Q SUBAREA LOOS' RATE 'DATA..(AMC :III)„ •DEVELOPMENT TYPE/: scs SOIL AREA... FP Ap SCS, LAND. ;USE;'GROUP. (ACRES) (.INCH/Kt), (DECIMAL) CN COMMERCIAL A. 16.15 .8:0 .10 52. SUBARA AVERAGE '.PERVIOUS 1OSs' IRATE, E(INCH/HR) :7. ;80 SUSPR A AVERAGE PEItVIO10S .AREA sTrana imatzgREsy cic 16 15: .Sl7 AREA RtriitkF(CP"S) 3$..38* EFFECTIVE: AREA (ACRES) 82:.39. AREA:AVERAGED FIE (INCE R):.=: 30. AREA AVERAGED : (INCA/HR) =7 80 :AREN-AVERA.GEll: Ap = :37 TOTAL AREA (AQtES). =a .8.2.3 9 ' .PEAK FLOW RATE (CPR) = 17:9 , 7 4 f4,444*#*,i* 4,-**. **114*****4 *****•******* *********,t************* r*****#* :* * k'LOW PROCESS FROM :NOE' 9t1-. OEO TO. NODE 100. 00 IS .CODE ::= 4.1 »C0MP7TE PIPE -FLOW: TRAYEI, .TIME TBRU SUBAREAS C<t »7>?USING USER-SPEOIFIED: PIPESIZE .(NEW F,TAMENT) « , ELEVATION DATA.: UPSTREAM.(FEET ) 109.8 .•90. 'DOWNSTREAM (FEET)FZOW LENGTH (:FEET:) = :36:5.0Q: NA.NNINW S . *, .. 013 ASSUME FULL -FLOWING.` PIPELINE' PIPE -FLOW VELOCITY•.(E'EETfSEG: }c= 16..27 GIVEN PIPE .DIAMETER (INCH) .45 `00 NUMBER OF PIPES = PIPE -FLOW (CFS) = 179 PIPE fiRA.4E2 TIME (ALr*.) ;�: , 37 Tt (MIA. ) 20.':21. • 1096.25: .*,****"********,i'*'****,4***r*.*,*'* ** *******+*4r************;r*'*********#,r****,),:***, FL04' PROCESS FROM NODE 10'0 00 TO' b 0DE :100.00 Is :CODE - 8.1 »" '>?ADDITION : OE' SUBAREA TO .MAINLINE; PEAS SOW««C MAINLINE TcMIN) = 20.21 } 100 YEAR RAINFALL; INTENSITY (INCE/HR) = 2.69.0 SU$A'BEA LOSS RATE DATA (AMC. III) .. DEVELOPMENT TYPE/ SCS' SQZI, AREA Fp LAND T3SE GROUP (ACRES) (INCE/F#RF COMMERCIAL A 2 .:20: . 80 COMMERCIAL A 6. 60.80:80 SUBAREAS AVER. AGE PERVIOUS .LOSS RATE, Fp.(INCH/HR) ._ SUBAREA AVE ?AGE- PERVIOUS .AREA FRACTION,. Aa = .10, SUBAREA ARr,A (ACRES ) = 8.8 0 SUBAREA, RUNOFF (CFS ) 20.67. EFFECTIVE. AREA -(ACRES) m 91.19 AREA -AVERAGED -Fm.(INCE/HR) = .28 AREA -AVERAGED Fp (INCE/ER) = . 80 AREA -AVERAGED Ap 35 TOTAL -AREA (.ACRES) = 91.19 PEAT FLOW RATE (CFS ). .I. 198.17 AP scs (DECIMAL) CN .. -1Q.. 52 2.0 52 . 8.0 END OF srdp.y SKRY: rAF6Otti lra1 1$yrbvios.yiRatilte! free 09.2302)1413466 Fgge'6ofT. Pn ited 9/21/2002 3:30 PM Saved paoa0O210:30 ,4M 8D r'LE rt ToT.AT., AREA (ASS) _31.19 TC (1IN ) = 20 21 ErFECTI11 ARrAEA ES) .,_ :91..19 AREA-AVERAM FiatINCH/Hit)= A2A-A'VERAC" D . (I$C$ ER) : $0 AREA AVERACE1 : 35 PEAK PLOW ..RATE '(CPS): -, 19$•.17 28. E`ini Qk' RATIONAL. METHOD 2W LY= PA 60t1011CatcrtHy m ato tkatlllet (rev 092302)1d34oc Printed: 912140023:30PM' Saved: 9720200210309M Page 7ar7 E. Catch Basin Design C & V Consulting, Inc Q=0.7*L(a+y)^3/2 a=2", y=8" L=width CATCH BASIN CALCULATION By: DID Date: Sept 2011 Page: 1 of 1 CATCH BASIN NO. DEVICE CONDTION STREET SLOPE (%) STREET DEPTH (FT) C.B. Q25 (CFS) Cale Width (Min) NOTES N-CB CB 1.15 0.67 73.00 26.7 Cypress CB 1.15 0.67 0.54 1.0 Valley CB 0.23 0.67 2.11 2.5 Area A CB 0.50 0.50 4.36 5.1 Area B CB 0.50 0.50 6.45 6.7 4- Liz,/ ; IZ + 14.1--1 - 3 5 - U3 33' 40,1,,,s-crs 27,5 cF3 Z6 ,-� .� , 0 + 2 . S _ 3(2 . 33 > 30. Z, `? 3 .i- 0. , s4 2.11 Z.c) C. r--7 FYZ- p f (3oJ,:.-0 Ti G 3 �Y p2ps7. 31. c rS V +emu_-/ Ik. 03 c F-s F. Area Drain Line Capacities • • 3inch-adr.txt Manning Pipe Calculator Given Input Data: Shape circular solving for Flowrate Diameter 0.2500 ft Depth 0.2500 ft Slope 0.0050 ft/ft Manning's n 0.0130 Computed Results: Flowrate 0.0625 cfs Area 0.0491 ft2 wetted Area 0.0491 ft2 wetted Perimeter 0.7854 ft Perimeter 0.7854 ft velocity 1.2730 fps Hydraulic Radius 0.0625 ft Percent Full 100.0000 Full flow Flowrate 0.0625 cfs Full flow velocity 1.2730 fps critical Information critical depth 0.1841 ft Critical slope 0.0118 ft/ft critical velocity 2.2492 fps Critical area 0.0393 ft2 critical perimeter 0.5108 ft Critical hydraulic radius, 0.0770 ft Critical top width 0.2500 ft Specific energy 0.2890 ft Minimum energy 0.2761 ft Froude number 0.5914 Flow condition subcritical Page 1 • • 4inch-adr.txt Manning Pipe Calculator Given Input Data: Shape Circular. solving for Flowrate• Diameter 0.3300 ft Depth 0.3300 ft slope 0.0050 ft/ft Manning's n 0.0130 Computed Results: Flowrate 0.1310 cfs Area 0.0855 ft2 Wetted Area 0.0855 ft2 wetted Perimeter 1.0367 ft Perimeter 1.0367 ft Velocity 1.5318 fps Hydraulic Radius 0.0825 ft Percent Full 100.0000 Full flow Flowrate 0.1310 cfs Full flow velocity ... 1.5318 fps Critical Information Critical depth 0.2495 ft critical slope 0.0109 ft/ft Critical velocity 2.6243 fps Critical area 0.0706 ft2 Critical perimeter 0.6873 ft .Critical hydraulic radius 0.1028 ft Critical top width 0.3300 ft Specific energy . 0.3865 ft Minimum energy 0.3742 ft Froude number 0.6194 Flow condition subcritical • • 6inch-adr.txt Manning Pipe Calculator Given Input Data: Shape Circular Solving for Flowrate Diameter 0.5000 ft Depth 0.5000 ft Slope 0.0050 ft/ft Manning's n 0.0130 computed Results: Flowrate 0.3968 cfs Area 0.1963 ft2 Wetted Area 0.1963 ft2 Wetted Perimeter 1.5708 ft Perimeter 1.5708 ft velocity 2.0207 fps Hydraulic Radius 0.1250 ft Percent Full 100.0000 Full flow Flowrate 0.3968 cfs Full flow velocity 2.0207 fps Critical Information Critical depth 0.3933.ft Critical slope 0.0098 ft/ft Critical velocity 3.3058 fps Critical area 0.1698 ft2 Critical perimeter 1.0720 ft critical hydraulic radius 0.1584 ft critical top width 0.5000 ft Specific energy 0.5983 ft Minimum energy 0.5900 ft Froude number 0.6638 Flow condition Subcritical • 8inch-adr.txt Manning Pipe Calculator Given Input Data: Shape Circular solving for Flowrate Diameter 0.6700 ft Depth 0.6700 ft Slope 0.0050 ft/ft Manning's n 0.0130 Computed Results: Flowrate 0.8659 cfs Area 0.3526 ft2 wetted Area 0.3526 ft2 Wetted Perimeter 2.1049 ft Perimeter 2.1049 ft Velocity 2.4560 fps Hydraulic Radius. 0.1675 ft Percent Full 100.0000 Full flow Flowrate 0.8659 cfs Full flow velocity 2.4560 fps Critical Information Critical depth 0.5421 ft Critical slope 0.0090 ft/ft Critical velocity 3.8894 fps Critical area 0.3150 ft2 Critical perimeter 1.4666 ft Critical hydraulic radius 0.2148 ft. Critical top width 0.6700 ft Specific energy 0.8153 ft Minimum energy 0.8131 ft :Froude number 0.6970 Flow condition Subcritical Page 1 • 12inch-adr.txt Manning. Pipe Calculator Given Input Data: Shape Circular Solving for Flowrate Diameter 1.0000 ft Depth 1.0000 ft slope 0.0050 ft/ft Manning's n 0.0130 computed Results: Flowrate 2.5193 cfs Area 0.7854 ft2. Wetted Area 0.7854 ft2 Wetted Perimeter• 3.1416 ft Perimeter 3.1416 ft Velocity ... 3.2077 fps Hydraulic Radius 0.2500 ft Percent Full 100.0000 Full flow Flowrate 2.5193 cfs Full flow velocity 3.2077 fps Critical Information Critical depth 0.8410 ft Critical slope 0.0081 ft/ft Critical velocity 4.8586 fps Critical area 0.7337 ft2 Critical perimeter 2.2528 ft Critical hydraulic radius 0.3257 ft Critical top width 1.0000 ft Specific energy 1.2478 ft Minimum energy 1.2615 ft Froude number 0.7451 Flow condition subcritical Page 1 • 18inch-adr.txt Manning Pipe Calculator Given Input Data: Shape Solving for Diameter Depth Slope Manning's n Computed Results: Flowrate Area Wetted Area Wetted Perimeter Perimeter Velocity Hydraulic Radius Percent Full Full flow Flowrate Full flow velocity Critical Information Critical depth Critical slope Critical velocity critical area Critical perimeter critical ydraulic radius Critical top width Specific energy Minimum energy Froude number Flow condition Circular Flowrate 1.5000 ft 1.5000 ft 0.0050 ft/ft 0.0130 7.4277 cfs. 1.7671 ft2 1.7671 ft2 4.7124 ft 4.7124 ft 4.2032 fps 0.3750 ft 100.0000 7.4277 cfs 4.2032 fps 1.3122 ft 0.0072 ft/ft 6.0861 fps 1.7269 ft2 3.4806 ft 0.4961 ft 1.5000 ft 1.9255 ft 1.9683 ft 0.7972 Subcritical Page 1 G. hydraulics FILE: RELC-021-V.WSW i RELC-021-V.OUT W S P G W - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING 25 YEAR EVENT VALLEY BLVD LAT +-+..��. •.*+--+.•.•.-'.+.+...... '.'.'.'.'.'.'.-`.*•.'..'-•.'.'. •...#":'. •.*is*- -'.'.--* -*******it Yit **** ***it:<*'«'* itis****isitieieiei itir'.e* *a4'***isit4rir*******it***it** Station L/Elem .000 46.460 46.460 Invert I Depth 1 water Elev I (FT) I Elev Ch Slope 1 I -*** I ----- .-..1 ********* 1107.750 3.440 1111.190 0034-1- -1- 1107.9101 3.513 1111.423 -1- -I- - Q (CFS) ********* 16.03 16.03 -1- PAGE 1 Date:12-20-2011 Time:12: 6:33 * ** * ** Vel Vel 1 Energy I Super CriticallFlow ToplHeight/IBase WtI No Wth (FPS) Head 1 Grd.E1.I Elev I Depth Width IDia.-FTIor I.D.I ZL Prs/Pip - -1- -1- -I- -I- -I- -I- - SF Aver HF ISE DpthjFrOude NlNorm Dp I "N" I X-Fal1I ZR Type Ch I 5.10 .401111.59 I- .00 I 1.44 I ._ .00 1 1 2.000 I .000.00 1 .0 - -I- -1- -I- -1- -I- -I- -I- . -I_ .0050 .23 3.44 .00 2.00 .013 .00 .00 PIPE 5.10 .40I 1111.83 I :00 1- 1.44 °I .00 12.000 I .0001 .00 1 -. -I-. -I- -1- -I- -I- -I _ -1 H - Page 1 Station L/Elem 1066.210 9.410 1075.620 3.270 1078.890 17.120 1096.010 JUNCT STR 1100.010 22.254 1122.264 17.950 1140.214 15.502 1155.716 13.773 1169.489 Invert Elev c- h Slope 1107.650 .0064 1107.710 .0092 .1107.740 .0070 1107.860 .0103 1107.901 .0099 1108.122 .0099 1108.300 .0099 1108.454 .0099 1108.591 12.441 .0099 * FILE: RELC-021-C.WSW RELC-021-C.OUT W S P G W- CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING 25 YEAR EVENT CYPRESS STORM DRAIN PAGE Date: 3-21-2012 Time: 6:18: 4 ***........***......**.,....***....***..***..********************************************************* t********* ******** Depth I water I Q vel vel I Energy 1 Super ICriticaliFlow ToplHeight/IBase wt INO wth (FT) .-I Elev I (cFs) I (FPS) Head Grd.El.l Elev I Depth 1 width IDia.-FTIor I.D. ZL -IPrs/Pip -I- SF Ave HF ISE Dpth=Froude NlNorm Dp I "N I X-Fall ZR Il'Type Ch ********1 *********I********* *******I**********-******1*******1********1********1*******1******* ***** I******* 3.540- 1 1111.190.00 1 59.50 5.06 .40 1111.59 I .00 I 2.32 I 2.55 I.4.000 I .000 I 1 0 - -I- -I- - - -I- - • -1- -1 -I-- -1- -I- - - 1- .0015 .01 3.54 .42 2.04 .013 .00 .00 PIPE 1 I 59:50 5.12 .41 1111.60.I .05 1 I I I 2.32 2.68 4.000 .000 .00 I 3.4851111.1951 .0 - .-I -I- - - -I - - --I- -I -I- -I- -I- -I- 1- .0016 .01 3.53 .43 - 1.84 .013 .00 .00 PIPE. 3.4541 1111.1941 59.50 5.16 .41 1111.61 1 .00 I 2.32- I 2.75 14.000 I 1 1 .000.00 1 0 - -1--I- - - -I- - -I- -I- -1- -I- -I- -I- I- • .0016 .03 3.45 :44 1.99 .013 .00 .00 PIPE 1 I I I I ) 1 1 I 59.50 5.31 .44 1111.63 .00 2.32 2.98 4.000 .000.00 3.3371111.1971 .0 - -I- -1 - - -I- - - -I- "-I- -I- -I- -I- -I- 1- .0010 .00 3.34 .48 .013 .00 .00 PIPE 3.658I 1111.5591 l I 1 I I 1 27.50 2.28 .08 1111.64 .00 I 1.55 2.24 4.000 .000.00 1' .0 -I- -I-- - -I- - - -I- -I- -I- -I-_ -I- -I- 1- .0003 .01 3.66 .17 1.19 .013 .00 .00 PIPE 1 I I I I I I 1 I 1 3.436 1111.558 27.50 2.39 -.09 1111.65 .00 1.55 2.78 4.000 .000 .00 1 . .0- _ -I- -I- -I- -I- - - -I- -I- -1- --I- -I- -I- I- .0004 .01 3.44 .21 1.19. .013 .00 .00 PIPE 3.2551 1111.5551 27.501 2.51 .10 1111.65 I .00 1 1.55 1 3.11 14.000 1 .0001 I .00 1 .0 - -I- -I- -I- -I- - - -I- -I- -I- -I- -I- -I- -I- .0004 .01 3.26 .24 1.19 .013 .00 .00 PIPE 3.0971 1111.5521 27.502.63, .11 1111.66 1 I .00 1.55 • I I 3.34 14.000 I .0001 .00 I 1 .0 - -I- -I- -I- -I- - - -I- -I- -I- -I- -I- -I- I_ .0004 .01 3.10 .26 1.19 .013 .00 .00 PIPE I IIIIIII - 2.956 1111.547 27.50 2.76 .12 1111.67 .00 1.55 3.51 4.000 .000 .00 1 .0 -I-` - -I -I- -I- -I- -I- -I- -I- -I- -I- I- .0005 .01 2.96 29 1.19 .013 .00 .00 PIPE W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING Date: 3-21-2012 Time: 6:18: 4 25 YEAR EVENT CYPRESS STORM DRAIN - ***-- ......---*--*----............---****************************************************************************************** ********. , INO Wth ZL IPrs/Pip ZR IType Ch ******** ********* ********* ***** I******* station L/Elem Invert_ Depth Water Q - Elev (FT) Elev (CFS), ch Slope vel Vel I --Energy I Super ICriticallFlow ToplHeight/IBase Wt '(Fps) Head I .Grd.El.I Elev I: Depth- I Width IDia.-FTIor I.D. - -I- -I- -17 I -I- SF Ave1 HF ISE DpthIFroude NlNorm Dp I "N" 1 X-Fall I ; .I I Page 1 1181.930 1108.715 11.348- 1 .0099-1- 2.826 1111.541 - 1- -1- 1193.2781 1108.827I 2.7071 1111.5341 10.3991- - .0099-1 -I- -1- 1203.677 1108.9311 2.5951 1111.5261 - 1 -I -I -) 9 5840099 1213.261 1109.0261 2.4911 1111.517 8.816- I .0099-1 1222.0771 1109.1131 8.126- 1 .0099-1 1230.2031 1109.1941 7.469) .0099-1 1237.6721 1109.2681 6.8211- - .0099-I- I 1244.493 1109.336 6.2101- - .0099-) 1250.703 1109.398 5.601- 1 .0099 g FILE: RELC-021-C.WSW .?) • RELC-021-C.OUT 27.50 2.90 .13 1111.67 _1- .00051 .01-I 27.501 3.04 .141 1111.68 I -I- -1- 1 -1 .0006.01 27.501 3.19 .161 1111.68 1 -I -I 1 i .0007.01 27.501 3.34 .17I 1111.69 I - I- -I- -I- -I- -I .000 .01 1- 2.3931 1111.506I 27.501 3.51 .191 1111.70 - 1- -1- -I- -I- .0009 -I .01-1 2.3001 1111.4941 27.501 3.68 .211 1111.70 1 -I- -1- -I--I- 1 .001-.01 2.2121 1111.4811 27.501 3.86 .231 1111.71-I - I- -I- -I- -I- 1 -I .001-.ol I I 2.129 1111.465 27.50 4.04 .251 1111.72 - I- -I- -I- -I- -I- -1- .0013 .01 2.0501 1111.4481 27.50 4.24 .28I1111.73 1 -I- -I--1- -1-- -I- -1- .0014 .01 2.05. W S P G W- CIVILDESIGN version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING 25 YEAR EVENT CYPRESS STORM DRAIN .00- 1.55 3.64 2.83 .32 1.19 .00 I 1.55 I 3.74 2.71 .34 1.19 .00 I 1.55 3.82 2.60- 1 .37-1 1.19 .00 1.55 3.88 _1_ -1- 2.49 .40 1.19 i 92 2.391 .44-1 1.19 .00 1.55 -- 3.95 2.30- 1 .47-1 1.19 .00 1 1.55 I 3.98 2.21- 1 .51 -1-1.19 00 I 1.55 I 3.99 - 1- -I- 2.13 .55 1.19 .00 I 1.55 1 4.00 .59-1 1.19 4.000 -I_ -1- .013 I I 4.000 - I- -I- .013 1 4.000 - I-.013 -I- 14.000 - ' -I- .013 1 4.000 I `. - 1--1- .013 1 1 4.000 -I--1- .013 1 I 4.000 -I-.013 -I- I 1 4.000 -1-.013 -1 I I 4.000 -I-.013 -I .000 .00 1 .0 .001 .00 IPIPE .0001 .00 I 1 .0 .00- 1 .00 IPIPE .0001 .00 I 1 .0 .001- .00 IPIPE .0001 .00 1 1 0 _1_ 1- .00 .00 PIPE .0001 .00 I 1 .0 .00- 1 .00 IPIPE 1 .000 .00 1 .0 .00 .00 IPIPE .0001 .00 1 1 .0 .00- 1 .00 IPIPE .0001. .00 I 1 .0 .00I .00 IPIPE .0001 .00 1. 1 .0 .001 .00 IPIPE PAGE 3 Date: 3-21-2012 -Time: 6:18: 4 ********************************************- -*** ************** ********* *********************************** ***** ** ******** I Invert 1 Depth water 1 Q vel Vel 1 Energy I Super (Critical Flow ToplHeight/(Base Wtl INo wth Station -I Elev I (FT) Elev I (CFS) (FPS) Head I-Grd.E1.1 Elev II Depth width IDia.-FTIor I.D.I ZL IPrS/Pip - I- -I- - - -I - - -I- -1 -1- _- - - -I- -I--1- -I L/Elem Ich Slope I I. SF Ave' HF ISE DpthlFroude N Norm Dp I "N" I`X-FallI ZR IType Ch **-- ----1*--- -***1****-*** ------....* 1--------... ------* 1 ******* 1 ** ***** 1 ******* 1 * ***** _,_---*** I ******* I ******* 1 ***** 1******* 111 1 1 1 1 1 1 1256.304 1109.453 1.975 1111.428 27.50 4.45 . .31 1111.74 .00 1.55 4.00 4.000 .000 .00 1 .0 - I- -I- - -1- - - -I- -I- -1- -I- - - -I -I- -I- I- 4.135 .0099 .0016 - .01 1.97 .63 1.19 .013 .00 .00 -PIPE l I 1 1 1 1 1 1 - 1 1260.439 1109.494 1.903 1111.397 27.50 4.67 .34 1111.73 .00 1.55 4.00 4.000 -1- - -1- - - - -I -I- -1- -I- -I -1- - - -1- -I- HYDRAULIC JUMP I I 1260.439 1109.494_ 1.241 1110.735 1- - 14.609.0099-I- -I -I 1275.0481 1109.640I 1.2581 1110.8971 1 I I 27.50 8.28 1.06 1111.80 -I- -I -I- -I-. .0082.12 1 1 1 27.50 - 8.13 1.03 1111.92 Page 2 .00 1.55 3.70 1.241 1.54 1.19 .00 1 1.55 3.71 I I .000 .00 1 -1- 1- I 1 I -I 4.000 .000 .00 1 .0 - I-.013 -1- .001 .00 - IPIPE 1 1 11 4.000 .000- .00 1 .0 RELC-021-C.OUT - 1- :0099 71 -1- -1- 1- I - -1- -1- -1-- -1-.013 -1 -1- 1- I- 19.986 .0075 .15 1.26 1.50 1.19 .00 .00 PIPE 1 1 1 I 1 1 I 1 I 1 1295.034 1109.838 1.302 1111.140 27.50 7.75 .93 1112.07 .00 1.55 3.75 4.000 .000 .00 1 .0 -1- -1- -1- -l- -1- -1- -1- -I- -1--1- -1- -1- -1- 1- 11.464 .0099 .0066 .08 1.30 1.40 1.19 .013 .00 .00 PIPE 1_ 1 1 1 1 I 1 1 1 1 1 1 - 1306.498 1109.952 1.348 1111.300 27.50 7.39 .85 1112.15 .00 1.55 3.78 4.000 .000 .00 1 .0 1- -1 -1- -1- -I- -1- -1- -1- -1- -1- -1- -1- -1- 1- 6.956 - .0099 .0057 .04 1.35 1.31 1.19 .013 .00 .00 PIPE 1 1 1 1 I 1 1 1 1 1 1 1 I 1313.454 1110.021 1.396 1111.417 27.50 7.04 .77 1112.19 .00 1.55 3.81 4.000 .000 .00 1 .0 -1- -I -1- -1- -I- -I- -I- -1- -I- -1- -1- -1- -1- 1- 4.153 .0099 .0050 .02 1.40 1.23 1.19 .013 .00 .00 PIPE 1 1 1 1 1 1 1 1 I 1 I 1 1 1317.606 1110.062 1.446 1111.508_27.50 6.72 .70 1112.21 .00 1.55 3.84 4.000 .000 .00 1 .0 -1- _1_ _1-:-1- -1- -1- -1- -1- -1- -1- -17 -1- -1- 1- 2.153 .0099 .0044 . .01 1.45 1.15 -1:19 .013 .00 .00 PIPE 1 1 I 1 1 1: • 1 1 • .1 1 1 1 1 1319.759 1110.084 1.497 1111.581 27.50 6.40 .64 1112.22 _ .00 1.55 3.87 4.000 .000 .00 1 .0- - 1- -1- -1- -1--1- -I -1--1 -1- -I- -1- -1- -1-1- .641 .0099 .0039 .00 1.50 1.07 • 1.19 .013 .00 .00 PIPE * FILE: RELC-021-C.WSW -W 5 P G W - CIVILDESIGN Version 14.06 PAGE 4 Program Package serial Number: 1796 ' WATER SURFACE PROFILE LISTING Date: 3-21-2012 Time: 6:18: 4 25 YEAR EVENT CYPRESS STORM DRAIN A Invert l- Depth I Water I Q Vel Vel Energy Super criticallFlow ToplHeight/IBase Wtl NO Wth Station Elev I (FT) I Elev 1 (CFS) (FPS) Head Grd.E1. 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ITYIL-A PL- r1.L-A •.MYw[.la _ • - , r rr - - - x _rr r.r is iaai 13+00 j \� 12+00 : � A j I. ..iiw � r y r CryryCAA... - Vl j \\ I I j -, I U% o / ?A "� III I� CONSTRUCTION NOTE& r w IT _ / �� r\ r A i ( tiI I NIn ' 1 1 (g 1 ) motio Lei 40 CONNECTION TO EXISTING STORM DRAIN MANHOLE. I I 1 CB 0 77.51j �:�;'r'� `n / jI I ( \ C. CATCH BA IN ;111 CD INSTALL 48" RCP PIPE; D—LOAD PER PROFILE. TRENCH PER GREENBOOK STDS. �� i r1 � m h. V j LAT 1 / \1 II =J �--�1 w y_-97 j -. •a 1- v j ;1 42 O CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. N0. 3004. �� lai / ID —1, J e CO '' �� IY TRENCH PER GREENBOOK STDS, 43 INSTALL 24" RCP PIPE; D-LOAD PER PROFILE, \� �:-- SI. P 'IV f ci • ,SI �11 , 111 W ' INSTALL 18" RCP PIPE; D—LOAD PER PROFILE. SEE PRECISE GRADING PLANS. / �� i� z x —1 44 j CL CB 11+07.00 R W a. wI° N 45 REMOVE EXISTING 24" RCP TO GREENBOOK STANDARDS / ► ClJ gla CATCH- BASIN- ; s --/ • :n o `dyW=14 V=7 •I / EX. R W / / ` - INV 1109.0 b^ r N 46 CONSTRUCT CITY OF FONTANA STD 3012 STORM DRAIN MANHOLE CONNECTION. 5 SIDEWALK --� O. i10 �� x ``' N``' w x / / 4.5' -P / L ---- — — CURVE TABLE — — —-.-- a -1 7.3 - — -.. C4 _ O ___ �'���� - CURVE LENGTH RADIUS DELTA TAN 0 -7 -•- -_ lemmatL41 I s.�.� _ . 8.6 38 0+75.62 \ / E� 54 SD C4 3,28 22.50 8°21'38" 1.64 �EX 4 GAS 28' BC 10+66.71 ,� 13+2 SAT .42 BASIN 20.T 17.3 ' 10+99.01 10+78.89 Kings 1 SAVE AND P\ROTECT 13+20.42 " W - W=1 V-9.60 4 END PIPE �� y-EX 8 S (ss:r8) EC -y� ! (-,� �.al� INV:1110.0 ss„2) -- -(ss„9) , (ss,,:•) - ss•r2)—(ss.,8) - 2r /s;) (ss,r'. (ss,riz (sc„1z) (ssr,iz) --- (ss. ,, { s„iz) .� i T3� Qb "� —EX SS MH - 12+00 11+00 EX 6" WTR EX 2]" SS % �� £ i j � -+ - - - -PV - / - - P, — �lq M - M , A - = CYPRESS AVENUE CL ___ -____ -- / / i / - EX 24" SD SAVE AND PRO - ECT m 3 U 1 1\ \\ \ oi N I SCALE: 1 - - , = 20' 0 10 20 40 BENCHMARK: CHISELED SQUARE IN WEST CURB RETURN N.W. CORNER SLOVER & CITRUS AVENUE ELEV = 1067.73 PREPARED BY: SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT, Prepared Under The Supervision 01 : Date CITY OF FO \TA\A, CAL: FO \ IA `RI ==== ��� .1 OFESS/p �<,�a� W. oFy �`` IP No. 33520 7> Exp, 6/30/2012 til• Cont. /��\ �OFCAUF\ rn • STORM DRAIN IMPROVEMENT PLAN Ds Q ►�_� ... BASIS OF BEARINGS: THE CENTERLINE OF JUNIPER AVENUE SHOWN AS N 00'12'52" w, PER CITY OF FONTANA, PARCEL MAP NO, 4778, RECORDED IN BOOK 63, PAGES 23-24, INCLUSIVE, OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, DRAWN BY: DSK SCALE: AS SHOWN ---- DIAL BEFORE YOU DIG `\ ;. ��AND WORKING I� DAYS BEFORE YOU DIG CONSULTINGTWO , INC• CIVIL ENGINEERING LAND PLANNING &SURVEYING FOOTHILL RANCH CA. 92610 T. 949.916-3800 F. 949.616-3805 RWW.CVC-BQCIYET -- DESIGNED BY: DSK STORM DRAIN VfU11N PUN rL!'U� �N�� DATE: 9/20/11 -_-- CHECKED BY: APPROVED BY: DATE:51152 DRAWING NO.: 4946 -- REV _—_ �Rc TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT VINCENT W SCARPATI P.E. 33520 REVISION DESCRIPTION DATE ENGR. CITY DATE VS CITY ENGINEER R.C. 4