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HomeMy WebLinkAboutCitrus Ave/I 10 Storm Drain Vol 1 HYDROLOGIC and HYDRAULIC CALCULATIONS for Citrus Ave Storm Drain and Interstate 10 Channel VOLUME 1 r ' E irfA* C r° Caltrans Permits : 08- 94 —N —DD -1199 08— SBd -10 -15.18 Prepared for : State of California Department of Transportation District 8 621 E. Carnegie Dr., Suite 270 P.O. Box 231 San Bernardino, California 92402 R OCTOBER, 1995 Prepared by : ASL Consulting Engineers • ilr "" TABLE OF CONTENTS w VOLUME 1 SECTION TITLE PAGE NO. 4•• Executive Summary 1 �` II Description 3 (1) Scenario I (2) Scenario II (3) Scenario IV (4) Proposed Scenario I for Solution • III Approach 4 IV Summary 5 + V Comparison of Scenarios 6 VI Recommendations 7 Appendices VOLUME 2 Flood routing calculations for Scenario I (rectangular watersheds, no as peak reduction). VOLUME 3 j Flood routing calculations for Scenario I (revised watersheds with peak am reduction). VOLUME 4 Flood routing calculations for Scenario II (revised watersheds with peak reduction). VOLUME 5 •. Flood routing calculations for Scenario IV (revised watersheds with peak reduction). VOLUME 6 Flood routing calculations for Scenario I with 42" RCP choke in the Citrus Storm Drain (revised watersheds with peak deduction). MM 2050 \006\Misc9.RS Yp s. fir xnaw it IN LIST OF APPENDICES 11 ,, APPENDIX TITLE PY A Project Correspondence B Loss Rate Calculations for Unit Hydrograph Analyses *• C Street Capacity Calculations rw D Tc and Lag Estimates ime E Rainfall Estimates Hydraulic Analyses of 1 -10 Channel, Scenarios 1, 11, IV & wr Proposed Scenario 1 Hydraulic Analyses of Citrus Storm Drain H Cost Estimate for Revisions to Citrus Storm Drain wr 1 Hydrology Maps Revised Storm Drain Plan for Citrus Storm Drain K Channel Over Topping Exhibit Photo Log of Areas of Over Topping IS 2050 \006\Misc9.RS rr wr POO Yr gel I EXECUTIVE SUMMARY •• The City of Fontana is requesting a permit from Caltrans to connect to the 1 -10 ti, channel at Citrus and Catawba Avenues. Caltrans hydraulic section has voiced concerns regarding the capacity of their existing storm drain channel along the north side of Interstate - 10 (1 -10) and has asked the City of Fontana to complete specific ewe hydrologic and hydraulic analyses to their satisfaction before allowing any City storm drain connections to this facility. Appendix "A" contains correspondence between the City of Fontana and Caltrans concerning capacity of the 1 -10 channel. Issuance of this .rr permit needs to consider the following: 1. The proposed storm drain connections at Citrus Avenue and Catawba Avenue do not alter existing drainage patterns and theoretically increase the flow in the channel by only approximately 8% at Citrus Avenue. This percentage decreases to only 2.5% at the connection of the 1 -10 channel to San Sevaine • channel. 2. Over topping at Citrus Avenue and freeboard encroachment at Catawba Avenue may occur under a 100 -year return frequency, theoretical analysis of a fully developed watershed and existing conduit conditions. Addition of the Citrus Avenue and Catawba Avenue storm drains will increase the length of theoretical channel over topped at Citrus Avenue and the amount of freeboard PIP encroachment at Catawba; however, the 1 -10 Freeway and surrounding structures are not in danger of inundation. The freeway and surrounding O. structures are sufficiently elevated that any spillage of flow over the top of ios channel walls will not cause flooding. Spillage will either flow along side the channel until it eventually runs back into the channel or pond on the north side we of the channel. This same scenario exists at all locations along the channel where over topping may occur. In most locations along the 1 -10 channel additional capacity is provided since the finished ground on both sides of the channel slopes towards the channel, draining runoff to it. See appendices "K" - and "L" for an exhibit showing where channel spillage occurs and a photo log of these areas. soi 3. Although freeboard requirements are not satisfied in all locations along the 11111 channel according to Caltrans criteria some amount of freeboard does exist for the majority of the channel. Structures will not be inundated even if over topping occurs as discussed in the previous paragraph. 4. The 1 -10 channel is analyzed hydraulically for a 100 -year return frequency, AMC III conditions and a fully developed watershed. While when designing a major drainage facility these conditions may likely be used they are not truly representative of what exists at this point in time. Much of the watershed is not "' developed, suggesting that runoff is actually less than what is calculated in this 0 2050 \006 \Misc9.RS 1 awe r.• Yw w. ar. report. Additionally, channels are often designed using AMC II conditions rather than AMC III, which would again lower runoff values. low The proposed Catawba storm drain has little effect on the 1 -10 channel over existing conditions due to its relatively short length and small tributary s" watershed. Since the proposed Citrus storm drain does have a minimal 1r negative impact on the 1 -10 channel a 78 foot long, 42" RCP choke is proposed to be placed in the downstream reach of the 60" RCP in Caltrans right -of -way. This reduces the amount of flow reaching the channel, thus lessening negative sa impacts. This choke restricts the amount of flow reaching the channel by forcing a portion of it to "burp -out" at the catch basins in Citrus Avenue, south of Valley Blvd. This will cause some street flooding in Citrus, south of Valley Blvd. and north of 1 -10; however no different than currently exists. Catch basins upstream will continue to accept design runoff upstream of Valley Blvd. 5. Historically the proposed connections at Catawba and Citrus have always been a part of the watershed's drainage system. The 1969 Moffat and Nichol San NI Bernardino County Comprehensive Storm Drain Plan prepared for San Bernardino County Flood Control District includes a hydrologic analysis of the same watershed tributary to the 1 -10 channel. While the study used hydrologic data and methods not accepted today, it did propose storm drain and calculate discharge rates tributary to the 1 -10 channel under the same criteria from which the channel was designed. In the Moffit and Nichol Study a 54" RCP, with a 25 -year design Q of 169 CFS, is proposed for Citrus Avenue between the 1 -10 411" channel and Valley Blvd. The City of Fontana proposes to choke the Citrus storm drain with 78 feet of 42" RCP which reduces its capacity to less than 169 CFS. The current Hall and Foreman MPD proposes a 48" RCP for Citrus Avenue. 6. Construction of concrete walls along the channel where over topping occurs has been considered. This is not necessary for the reasons discussed ••� previously and because walls would tend to block surface flows from entering the channel. The City of Fontana Master Plan of Drainage (MPD) provides for funding of improvements of the channel by the City of Fontana, not Caltrans, A. through collection of development fees with prioritization of expenditure by City council as funds are collected. The fee program established to fund MPD storm drain through development projects currently does not have the capital necessary to construct improvements to the 1 -10 channel. Due to the low risk of inundation to 1 -10 and surrounding structures from over topping of the 1 -10 channel, it is recommended that the proposed Catawba • Avenue and Citrus Avenue storm drain facilities be constructed. Under the existing theoretical conditions analyzed several reaches of the channel experience theoretical spillage. Little change will be realized with the aft 2050 \006\Misc9.RS 2 di rr 'r eee tee connection of the proposed storm drain facilities. While the channel may not realize significant change in spillage, Citrus and Catawba Avenues will realize great reductions in flooding with construction of the proposed storm drains. irr 7. The choked condition of the Citrus Avenue storm drain would be removed when *■ improvements are made in the channel and /or other master storm drain lines Ise are constructed that satisfy Caltrans requirements. 8. Note that the hydraulic standard step analysis of the 1 -10 channel included in this report models and calculates losses incurred from flow addition to the main channel as a "typical junction structure" where lateral flow is concentrated and confined to a prismatic lateral channel. In making this assumption, to satisfy ire the constraints of the analytical method, an unrealistic water surface profile in the channel is computed. Review of the results contained in Appendix "F" show that at several locations where lateral flow is added to the main channel losses rr are great enough to either cause an adverse backwater condition where the water surface upstream of the "junction" exceeds the top of channel or cause supercritical flow entering the "junction" to jump to subcritical flow and top irk channel walls downstream of the " junction ". Under existing conditions most of the lateral channels are actually spillways, 20 ft wide and 6 in deep. These spillways can only convey a small fraction of their tributary runoff and hence flow runs parallel to the channel eventually draining into it. This reduces the likelihood of lateral flow causing an adverse backwater effect or a hydraulic jump in the main channel. Lateral flow is not concentrated within a lateral ea channel but rather it is distributed over a long reach of the 1 -10 channel, using the top of channel wall as a long weir. Lateral runoff entering the I -10 channel in this fashion is much Tess disturbing to main channel flow hence over topping toe of the channel is not as likely to occur as one might conclude from the channel +.. hydraulics contained in Appendix "F ". Based on normal depth flow the channel is adequate to handle its tributary runoff. Therefore, if the lateral flows entering the channel could be modeled more realistically, over topping may be eliminated at several locations in the hydraulic analysis. err II - DESCRIPTION The hydrologic and hydraulic adequacy of the 1 -10 channel is analyzed under the following scenarios as requested by Caltrans Hydraulic Section: a t 1) Scenario I: Assume 100 year rainfall, AMC III conditions, full development, existing drainage facilities and the proposed Citrus and Catawba Avenue storm " drains are in place. This scenario includes the Citrus Avenue storm drain wr extending to San Bernardino Avenue. 11 ,, 20501006\Misc9.RS 3 +rr r. it 2) Scenario II: Assume 100 -year rainfall, AMC III conditions, full development, and existing drainage facilities and a Citrus storm drain that extends only to Mallory Drive (as represented by Line M -4 of the Master Plan) are in place. It is assumed there is no storm drain in Catawba. 3) Scenario IV: Assume 100 -year rainfall, AMC III conditions, full development, t and only existing drainage facilities are in place. A modification of Scenario I was also analyzed to provide a solution. +wr 4) Proposed Scenario I for Solution: Same as Scenario 1 except a choke via oo pipe reduction is proposed within Caltrans right -of -way in the Citrus Avenue +�• storm drain. am Full development is defined by the current approved and adopted City of Fontana General Plan and Land Use Plan. III - APPROACH The watershed tributary to the 1 -10 channel is defined roughly by the West Fontana Channel to the north, the 1 -10 Freeway to the south, San Sevaine Channel to the west • and Sierra Avenue to the east. Appendix "1" contains the hydrology maps defining the watershed areas. to Hydrology Map 1 shows long vertical and rectangular watersheds using north /south streets as watershed boundaries. Volume 2 of this report contains the flood routing analysis for the watersheds defined in this fashion. Appendix "F" contains a standard step back water hydraulic analysis for Scenario 1 of the 1 -10 Channel using runoff ,.. developed from Map 1. Based on discussion with the City of Fontana engineering staff and field inspection the watershed delineation of Map 1 is far too conservative and does not realistically represent runoff characteristics of the watershed. For this reason - this approach was abandoned and Scenarios 11 and IV were not analyzed per Map 1; however, all scenarios are analyzed for the more realistic representation of the watershed shown on Map 11. Om MI, Hydrology Map II shows diagonal watershed boundaries crossing north /south streets. In this report, the diagonal watershed map is referred to as the revised watershed. This watershed map is used for the analysis of Scenarios 1, 11, and IV since it represents more realistic boundaries. Under existing conditions, runoff is conveyed westerly by street flow which results in a cascading effect at street intersections and an overall diagonal flow of runoff across the watershed. To better represent actual rr. watershed conditions, the runoff entering the 1 -10 channel is limited to street capacity at the right -of -way and storm drain capacity of the north /south streets tributary to the channel. Runoff in excess of the street capacity flows behind RNV and is stored or PIO 2050 \006\Misc9.RS 4 ue rr detained on -site. Street capacity and storm drain capacity calculations are contained in Appendix "C ". ti, For all watersheds, lag is estimated from the equation Lag = 0.8T Since rational method hydrology for existing conditions does not exist, an estimation of T is made pm to determine lag. First, representative T s were taken from the City of Fontana MPD i and averaged to develop an "initial" T From characteristic watersheds a - l c of 22.5 min. is established for a length of 3700 feet (see Appendix "D "). This T includes "' street, pipe and channel routing, which is conservative for this analysis since no improvements exist in the upper portion of the study watershed at this time. For watersheds longer than 3700 feet, a velocity of 5.0 feet/second is used for street flow and 12.0 feet/second for pipe flow. These values are determined from averages taken from the MPD (see Appendix "D ") and the street capacity calculations located in Appendix "C ". ip- so Volumes 3, 4, and 5 of this report contain the flood routing analysis for Scenarios 1, 11, and IV, respectively. we All other hydrologic data were obtained or calculated in accordance with the 1986 San Bernardino Hydrology Manual. Hydraulic calculations for the 1 -10 channel and Citrus storm drain are completed using the Woodcrest Version of the Los Angeles County WSPG software package and Caltrans as- built, construction contract 08- 121204. The control for the 1 -10 channel is assumed to be one foot below top of channel at its connection to San Sevaine channel. A control equal to the top of the 1 -10 channel is assumed for the Citrus storm drain analysis. Caltrans freeboard is calculated as ... outlined in HDM Topic 866. IV - SUMMARY The following results are obtained from the summary table and hydraulic calculations contained in Appendix "F ". For all scenarios, the 1 -10 channel has encroachment into Caltrans freeboard requirements at numerous locations upstream and downstream of NW Hemlock Avenue. Also, for all scenarios flow overtops channel walls at spot locations for short lengths to varying degrees upstream and downstream of Hemlock. 1) Scenario 1: Flow exceeds top of channel walls upstream of Hemlock Avenue, 44 ft, Elm Avenue 169 ft, Poplar Avenue 3 ft and Juniper Avenue 26 ft. The top of channel is exceeded from approximately 48 feet downstream of the w Citrus storm drain connection to approximately 60 feet upstream of the connection to the outlet of the double 5 x 8 RCB under Citrus Avenue. .. 2050 \006\Misc9.RS 5 rip Flow does not exceed channel walls at the Catawba storm drain connection; however, there is encroachment into Caltrans freeboard requirements. PM I 2) Scenario I1: Results are the same as found in Scenario I due to a very small reduction in flow rates over Scenario I. 3) Scenario IV: Flow exceeds top of channel walls upstream of Hemlock Avenue 67 ft, Elm Avenue 20 ft and Juniper Avenue 26 ft. The top of channel is exceeded between the v -ditch connection on the downstream side of the r double 5 x 8 RCB under Citrus Avenue and the outlet of the RCB. Flow does not exceed channel walls at Catawba; however, there is encroachment into """ Caltrans freeboard downstream of Catawba. 4) Proposed Scenario I for Solution: Flow exceeds top of channel walls "'.• upstream of Hemlock Avenue 55 ft, Elm Avenue 36 ft and Juniper Avenue 26 ft. The top of channel is exceeded from approximately 22 feet downstream of the Citrus storm drain connection to approximately 60 feet upstream of the connection to the outlet of the double 5 x 8 RCB under Citrus Avenue. Flow does not exceed channel walls at the Catawba storm drain connection; however, there is encroachment into Caltrans freeboard requirements. Appendix "K" contains exhibits showing where spillage over the top of the ,., channel walls occurs for the "Proposed Scenario I for Solution" and for "Scenario IV". A photo log of these locations is given in Appendix "L ". es ,•, V - COMPARISON OF SCENARIOS e. Scenarios I and II yield results which are very similar due to very little change in calculated runoff. In comparison to Scenario I, Scenario 11 assumes no storm drain in Catawba and that the length of the Citrus storm drain has been reduced by approximately 1,000 feet. Removing the storm drain in Catawba does not significantly • change the calculated runoff because the storm drain is short in length and removing it does not increase the small watershed's lag significantly. The runoff from the watershed tributary to the Citrus storm drain is not greatly reduced for the same +� reason. Removing 1,000 ft. of storm drain does not significantly increase the watershed's lag. Both scenarios theoretically over top the channel walls and encroach upon Caltrans freeboard at approximately the same locations, by approximately the same magnitudes. Scenario IV assumes an existing condition, no storm drain in Catawba and Citrus Avenues. The removal of the Citrus Avenue storm drain does significantly increase the watersheds lag and hence reduces the runoff generated. More importantly removal of the storm drain reduces total flow capacity tributary to the 1 -10 channel to only the capacity of the street. This scenario over tops the channel walls at fewer #•� 2050 \006\Misc9.RS 6 pig Yw Pm irr locations than Scenarios 1 and 11; however, it still over tops at Citrus Avenue. The proposed Scenario I solution provides a choke in the Citrus storm drain to lessen the additional pipe capacity tributary to the 1 -10 channel at Citrus Avenue. The choke lessens and reduces the magnitude of over topping lengths and freeboard •*° encroachment and reduces the locations of these occurrences to those found in r.� Scenario IV. VI - RECOMMENDATIONS irt As seen in the results (see Appendix "F "), the Catawba storm drain has little effect on the 1 -10 channel. The channel does not ,meet Caltrans freeboard requirements for the +r 100 -year return frequency and AMC III conditions analyzed in all cases. However, the encroachment into Caltrans freeboard is relatively minor. Applying Caltrans 100 -year freeboard requirements on an existing channel where new hydrologic data is utilized seems conservative. It is recommended to build the storm drain to alleviate flooding problems in Catawba that the City is currently experiencing. The Citrus Avenue storm drain has a greater effect on the 1 -10 channel than does the • Catawba storm drain. This is mainly due to the fact that, for Scenario IV, runoff from the tributary watershed is limited to street capacity flow only, while for Scenarios 1, 11 and Proposed Scenario 1, runoff is increased by the addition of storm drain capacity. With this in mind, it is recommended that the Citrus storm drain be "choked" by a 42" 411` RCP forcing flow to "burp -out" at its most downstream catch basins reducing the ,,,,,, impact on the 1 -10 channel. A 42" choke will allow upstream basins to continue to operate as designed and reduce flooding problems in Citrus Avenue. Hydraulic analyses of the Citrus storm drain apriginally proposed and with the 42" RCP �.. "choke" are provided in Appendix "G ". A revised storm drain plan showing the "choke" in plan and profile is provided in Appendix "J ". • With the choke in place impacts to the 1 -10 channel are minimized while flooding is relieved in Citrus Avenue. From the results in Appendix "F ", the reach of the 1 -10 channel over topping the channel walls at the Citrus Avenue storm drain connection *� for Scenario 1 is reduced from approximately 108 feet to 82 feet. Note that all over topping lengths discussed in this report are based on calculated water surface elevations and that actual lengths of spillage are likely to be significantly shorter. foit 11r It is recommended that the "choked" storm drain in Citrus Avenue be constructed. While it does impact the 1 -10 channel at Citrus Avenue, the freeway and surrounding structures are not in danger of flooding at the location where over topping may occur, �• based upon a theoretical analysis. PIK 2050 \006\Misc9.RS wr Illr , CH1 • Se • =� �I City of Fontana ' _. � ; C A L I F O R N I A • `. 4 : ' - April 26, 1995 all 1 , Mil Frank J. Haider, Jr., P.E. District Encroachment Permit Engineer wtl - San Bernardino County Caltrans - District 8 P.O. Box 231 San Bernardino, California 92402 RE: Citrus Avenue Storm Drain from I -10 Channel to San Bernardino Avenue • Caltrans Permit Nos. 08- 94 -N -DD -1199 08- SBd -10 -15.18 Dear Mr. Haider: The "Replacement Planting" procedure, the list of Certified, Arborists in California, and the "Master Planting List" information has been received as requested. The information is useful and imo appreciated. "` As discussed, the design consultant was contacted and the Jo justification(s) for the tree removals was requested. Upon further review of the design consultant responses, the design plans, and future impacts in this area, the justifications for the tree removals are as follows: 1. It is anticipated that Citrus Avenue will be widen to accommodate traffic needs for future development within the area. Thus, the existing west toe of. the slope will move out to the west or close to the right -of -way line. Therefore, the storm drain was placed in the current design location as near is as possible to the right -of -way line or toe of slope to facilitate future access to the manhole structure for maintenance. 2. The existing reinforced concrete box culvert structure under �,. Citrus Avenue along the I -10 Channel alignment as shown on the plans will be lengthened to facilitate the westerly widening op of Citrus Avenue and the corresponding slope. The junction of the Citrus Avenue Storm Drain and the I -10 Channel was located to preclude hydraulic problems. Currently, the existing I -10 Channel flows as open channel flow and the Citrus Avenue Storm Drain has been conservatively designed as open channel flow to insure no back water affect from the Citrus Avenue Storm Drain NW 3353 S;EPPA AVENUE (P 0 BOX 519) • FONTANA CALIFORNIA 92334-0518 • 17141350.7600 top SISTER CITY — KAMLOOPS. B.C. CANADA it 01 Mr. Frank J. Haider Page 2 4/26/95 flows entering the I -10 Channel, thereby causing upstream problems through the Citrus Avenue RCB structure. It is important that the junction of Citrus Avenue Storm Drain and I -10 Channel remains as shown on the plans. ai 3. As shown on the plans, there will be a segment of a future - sewer line that will be constructed at this time. The sewer line will require the removal of the most southerly trees. This future sewer line will serve an area east of Citrus apa Avenue. This location seems to be the best alignment /location for this future sewer line. 4. The future Auto Mall Development project will require grading "°' and improvements up to the property /right -of -way line. The IN existing trees are very close to the property /right -of -way line and will be impacted. • • IN 5. As stated in previous correspondence, four (4) of the eight (8) Eucalyptus trees in question are apparently dead. The remaining four (4) Eucalyptus trees are in questionable condition. These trees are a potential hazard in a high wind le condition. These trees may blow down onto the future Auto4. Mall (private) property or during the course of construction. 6. The City of Fontana is requesting to install a public utility within a public right -of -way to minimize the impact on the future Auto Mall Development. Ultimately, the Auto Mall Development will be privately held property(ies). 7. The design consultant stated that the trees were shown on previous submittals to Caltrans as a P part of the entire aerial r topographic base map'for the Auto Mall Development project as used for the storm drain plans. A more precise location of 414 the trees' trunks was added during the design and processing of the storm drain project plans at the request of City Engineering staff. gpx 8. As stated in the Caltrans Procedures Manual for Replacement Planting, "If there is limited space for replacement planting due to new highway improvements, replacement planting shall be installed outside the limits of the parent road construction • contract or outside the highway right -of -way, but within the community ", and due to the potential widening of Citrus Avenue in the future, the City of Fontana has offered to mitigate the s~ tree removal by a tree replacement arrangement or by setting up a tree mitigation account to contribute to future landscaping within this area. As stated in the "Manual ", the District Landscape Architect can determine the tree replacement rate. ix its r. ,. • ,�. Mr. Frank J. Haider Page 3 4/26/95 pi As previously stated in the City's letter dated March 28, 1995, the am storm drain project is necessary for the development of a school im site at Citrus Avenue and Mallory Drive. The City of Fontana desires to bring this issue to a conclusion as soon as possible. on If you have any questions or require further information, please contact the undersigned at (909) 350 -6646. ""' Sincerely, att COMMUNITY DEVELOPMENT DEPAR WENT Engineering Division lie Gre ory J. Bucknell, P.E. Principal Civil Engineer /Special Projects GJB /cye •• cc: City Manager Community Development Director City Engineer am • rr� rrr NW AIM NO WO Pla • �--�, CA::fORNIA • Si.' %' •o •■ .:> {W I •. ♦ - - JvPrnJr DEPARTMENT OF TRANSPORTATION � :-•.Zi JACMMEV: tlRMITS « a� — {ICT 3, f J FOX 2.11 ' / 5. N SfA•/AROINO, iA +.•02 1.0i , ,,J -M.e• r •o 1.0.1 L11..124 May 30, 1995 Permit No. 08- 94 -N -DD -1199 08- SBd -10 -15.18 w• Mr. Greg Bucknell City of Fontana so Community Development/ Engineering Division 8353 Sierra Avenue Fontana, CA 92335 Dear Mr. Bucknell: fw It has been brought to our attention, by our Hydraulic section, that serious concerns have been identified regarding the capacity of Caltrans' existing storm drain channel. Their review comments are based solely on Caltrans' review of the October 11, 1993 ASL letter and its attached it hydraulics elements calculations: City of Fontana Citrus Avenue storm drain drawing 2330, which • consisted of Sheets 1 through 6 and 8 through 13 of 13 (Sheet #7 titled Auto Center P1, Auto Mall was not reviewed or commented on), 2A, 2B and 2C. These plans also cover the Catawba Avenue storm drain. Please address the following issues: 1. The review of ASL Consulting Engineers letter of October 11, 1993 is confusing. The Calculations that were included, though theoretically and mathematically correct to by themselves, would appear to have several discrepancies. The channel depth, channel side slope, base width and channel slope used in the calculations do not correspond to the as -built drawings of the original construction contract 08- 121204, dated July 16, 1970. oto 2. Capacities as stated in your letter, with or without freeboard, are incorrect. The freeboard must be calculated in conformance with the Highway Design Manual topic 866 - Freeboard Considerations. A hydrology study must be performed for the entire water shed area tributary to the channel to determine how much runoff actually reaches the channel at this point. s • 3. The proposed design does not seem to be compatible with Fontana Master Plan, as performed by Hall & Foreman dated May 14, 1992. 4. Please provide a solution that will allow for Master Plan lines M5, M5B, M5C, M5E, M5D and M5G, in addition to the enlargement of the down stream channel, not being constructed. wia 5. There would appear to be problems with HGL lines as indicated on the main line and 1•1, lateral profiles. �.. Mr. Greg Bucknell Citrus Avenue Storm Drain May 30, 1995 *" Page 2 The surfacing of these drainage concerns takes precedence over the tree removal issue at this time. Therefore, we have deferred responding, until later, to your letter of April 26, 1995. am In order to continue the review process of your encroachment permit application, we must be in receipt of your response within 60- calendar days from the date of this letter or your application w may be denied. If you should have any questions, please contact Basem Muallem at (909) 383 -5955. oi Sincerely, to it FRANK J. HAIDER, JR., P.E. w District Encroaclunent Permit Engineer • San Bernardino County PM lie • all OM w rrr w NO NO OM Jun -15 -95 O2:43P ASL Cons Eng San Bdno 909- 381 -4176 P_02 am ASL Consulting Engineers 225 West Hospitality lane tie Suite 206 San Bernardino Ca 'forma 92408 909/3813666 June 7, 1994 Department of Transportation District 8 621 E. Carnegie Dr., Suite 270 P.O. Box 231 San Bernardino, California 92402 Attention: Frank J. Haider, Jr., PE District Encroachment Permit Engineer San Bernardino County Subject: Permit No. 08- 94 -N -DD -1199 Citrus Avenue Storm Drain Connection with Interstate 10 Channel Dear Frank: Thank you for meeting with Bill Lawson and myself from ASL Consulting Engineers and • representatives from the City of Fontana to discuss your letter of May 30, 1995. In accordance with our meeting the following scope of services will be performed by ASL Consulting Engineers to supply you with the information requested with respect to the • capacity of the channel along the north side of Interstate 10. 1. Copies of the as -built drawings per construction contract 08- 121204 will be �• obtained from District 8 and compared with the profile supplied in the City of Fontana Master Plan of Drainage to establish the dimensions and grades of the "' channel for analysis purposes. 2. Standard n values will be used for analysis of the channel. 3. Using unit hydrograph methods the watershed bounded by Sierra to the east, West Fontana channel to the north, line M diagonally through the watershed and the channel to the south will be analyzed. This tributary area will be fie delineated to account four points of confluence with the channel to include: immediately upstream of the box culvert on Citrus Avenue; line M -4 connection at Citrus Avenue; Catawba Avenue; and Line M. Downstream channel capacity will be verified based on said analysis. Should the analysis result in a capacity problem downstream of Catawba the watershed will be further delineated and hydrographs run to isolate the problem area. Analysis will not go beyond the San Sevaine channel connection with the Interstate 10 channel. Itrs95,M017.rps nttl 1',r >,tarn.t i.n P;:' :sir I)tt I. vfntl ?aim Sporiqs l.dnlanilu San fl.'l0 ter iri: •."{ J,l :r, 714!127 i3?9 619/320 4220 8')5/ 3H8 2344 (19/673 Jun UL:44P ASL Cons tng San bclno 909 - 381 - 4176 N.03 tor f lit ASL Consulting Engineers NM #�r Department of Transportation June 7, 1995 Page 2 4. Channel capacity will be checked using normal depth calculations and adequate freeboard in accordance with the Highway Design Manual topic 866 - Freeboard Considerations. art We would appreciate your written verification that the above scope is acceptable as soon as possible. Please do not hesitate giving me a call if you have any questions or concerns about the scope. Sincerely, Ronald P. Sheldon Project Manager RPS,,w 1.1 cc: Greg Bucknell Felipe Molinos Yousuf Patanwala pm . aa lit It rs95sb\017. rps STATE OF CALIFORNIA • peemar .1 ENT OF TaANS?OPITATioN :'ACSIMILE COVER 4.3 M -0172 (REV. 9/93) g :neraar P.orM CALTRANS DISTRICT 8 • ENCROACHMENT,PERMITS OFFICE � ��� (909) 383 -4526 or ATSS 670 -4526 unit / eempany Named Sends( 61 1 bAS 0 osu � / �� I Tool P aige s ��q 1.: or �' , �,ry , k FAX • (I arIlg7os/ ATSS FAX a CJ� TZ/A/ff+V ( gE 9)' 383 -4224 670 -&224 car pHono. (a.aat;enpiy ATSS ° (a, am code) FAX FAX # (Include area and / o) _ ORIGINAL. O I 3 — �{(J/ g OISPOSTION: Oa 'ETD. T — .N _ C.st.L. CR Pr w.i iitomment: Pw ' it mos • • MIR • UPI I�at Mr irr • STATE OF CALIFORNIA— BUSINESS, TRANSPORTATION AND HOUSING AGENCY PETE WILSON, Gov.nior lAI. DEPARTMENT OF TRANSPORTATION -. s „ -. 015(RICT 8, P.O. BOX 231 SAN BERNARDINO, CALIFORNIA 924102 �ZT►� TDD (909) 383 -3939 June 15, 1995 PP 08- 94 -N -DD -1199 08- SBd -10 -15.18 on Mr. Greg Bucknell City of Fontana Community Development jr 8353 Sierra Avenue Fontana, CA 92335 Dear Mr. Bucknell: gm We have received Ron Sheldon's letter dated June 7, 1994 • (received June 7, 1995) describing ASL's proposed scope of work. ilw Please incorporate the following into a revised scope: 1. It must be emphasized that the lag time used in the am hydrology study must be that which is derived from the formula lag =0.8Tc where TC is the time of concentration determined from a rational method analyses, as per the San Bernardino County Flood Control District Hydrology I0 w Manual. • 2. The hydrology and hydraulic adequacy of the I -10 Channel must be analyzed for at least a minimum of four different scenarios: Scenario I: Assume full development, and that sip existing drainage facilities and the proposed (per the permit) storm drains are in place. Scenario II: Assume full development, and that ++� existing drainage facilities and a citrus storm drain that would only extend to Mallory Drive (as represented by Line M -4 of the Master Plan) are in place. Assume that there is no storm drain at Catawba. Scenario III: Assume full development, existing drainage facilities, the proposed (per the permit) storm drains, and the rest of the Master Plan in place. Scenario IV: Assume full development, and only existing drainage facilities in place. I.. ilr +w Mr. Greg Bucknell to June 15, 1995 Page 2 Po The results of Scenario I must be compared with the findings of Scenario II. If Scenario I would produce it more inadequate channel reaches than Scenario II, then additional work must be incorporated into the proposed project to mitigate this discrepancy. The results of Scenario I must also be compared to Scenario IV. Should Scenario I result in more of the channel being inadequate, additional mitigative work it must be incorporated into the permitted improvements. ow The results of Scenario III must be compared with the recommendations and analysis of the Master Plan. If any part of the existing I -10 Channel upstream of Hemlock Avenue would require improvement, then additional mitigative effort must be made as part of • this permit. m. . 3. Please note that a portion of the watershed tributary to the channel lies east of Sierra Avenue and must be considered in the above scenarios. 4. The scope of work outlined under items 1, 2, and 4 are acceptable to Caltrans for permit review consideration. NM should you have any questions, please contact Basem Muallem at (909) 383 -5955. Very truly yours, FRANK J. HAIDER, JR., P.E. District Encroachment Permit Engineer r San Bernardino County e irr • in Nom cry i .7un -20 -95 1O:50A ASL Cons Eng San Bdno 909- 381 -4176 P.02 ASL Consulting Engineers 225 West Hoxpitahty Lane Sunc 206 San Bernardino. Caldornia 92408 June 19, 1995 909/381 3666 PP City of Fontana - Redevelopment Agency 8353 Sierra Avenue pp Fontana, CA 92335 Attention: Kurt Anderson P Subject: Citrus Avenue Storm Drain P' Dear Kurt: As we discussed, Caltrans in accordance with our meeting of June 7, 1995 attended " by Felipe, Greg, and Yousuf from the City of Fontana has requested a regional hydrology and hydraulics study be conducted for the Citrus Avenue storm drain connection permit. They are requesting that the channel capacity be verified to handle the Citrus Avenue storm drain flows. They also expressed a concern about alteration r* to the City Master Plan. This has been done as directed by the City to assist with flooding that currently occurs upstream of the Master Plan facility as an interim urn measure until the ultimate Master Plan is constructed. This item is being asked for by Caltrans 2 1/2 years after submittal for the permit and after having been told verbally by two separate permit engineers that approval had been received from hydraulics. We did verify that the City Master Plan shows that there is capacity at the point of entry into the channel. PI This item is not a portion of our scope of services as previously identified and negotiated with your agency. The estimated fee to complete the study will be $9,950 to include meetings with Caltrans and the items as outlined in the attached letter to Caltrans dated June 19, 1995. We respectfully request your written authorization to bill these services on a Time and Materials basis against the not to exceed amount of •• $9,950. We will not go beyond said amount without additional authorization. We would like to bill our time against the Miscellaneous category (item 1099 of our invoice) of $40,000 that Jim Strodbeck had established to cover items of this nature. In order to expeditiously respond to this item, we would appreciate your prompt attention to this requested authorization. Please give me a call if you have any IIP questions. a Sincerely, Ronald P. Sheldon, PE •• Project Manager cc: Felipe Molinos Greg Bucknell Pasadena Corporate Office Irvine Palm Springs Camarillo San Diego San Bernardino 818/683 0066 714/727-7099 619/320- 4220 805/388 -2344 619/673.5505 909/3$11 lrge un -20 -95 10:51A ASL Cons Eng San Bdno 909- 381 -4176 P.03 • ASL Consulting Engineers ineers 725 West Hospitality lane Suite 206 San Bernardino, California 92408 909/381-3666 June 19, 1995 Department of Transportation mor . District 8 621 E. Carnegie Dr., Suite 270 P.O. Box 231 San Bernardino, California 92402 j Attention: Frank J. Haider, Jr., PE 11. District Encroachment Permit Engineer Si San Bernardino County Subject: Permit No. 08- 94 -N -DD -1199 Citrus Avenue Storm Drain Connection with Interstate 10 Channel ow Dear Frank: Thank you for meeting earlier today on such a short notice regarding your letter dated June 15, 1995 (copy attached) in response to our letter dated June 7, 1994 ( 1995 )(copy attached) both of which were completed to define the scope of work to be performed for the above permit. The following summarizes the agreement pm reached today. 1. Copies of as -built drawings per construction contract 08- 121204 were obtained from District 8 to establish the dimensions and grades of the channel for analysis purposes. 2. Standard n values will be used for analysis of the channel. 3. Channel capacity will be checked using normal depth calculations and adequate freeboard in accordance with the Highway Design Manual topic 866- Freeboard Considerations. omm 4. Lag time to be used in the hydrology study must be derived from the formula lag =0.8 Tc where Tc is the time of concentration determined from the existing City um of Fontana Master Plan of Drainage as per the San Bernardino County Flood Control District Hydrology Manual. Imo 5. Unit hydrographs will be used for the watershed bounded by Sierra and a small tributary area east of Sierra to the east, West Fontana channel to the North, line M diagonally through the watershed and the channel to the south. This tributary area flu will be delineated to account for four points of confluence with the channel to include: immediately upstream of the box culvert on Citrus Avenue; line M-4 Pasadena Corporate Office Irvine Palm Springs Camarillo San Diego San Bernardino 818/6830066 714/7/7 7nnn c+a r��n eo�� onr • un -20 -95 10:51A ASL Cons Eng San Bdno 909- 381 -4176 P.04 O ASL Consulting Engineers June 19, 1995 """ • Department of Transportation Frank Haider, Jr., P.E. NM Page 2 connection at Citrus Avenue; Catawba Avenue; and Line M. Downstream channel capacity will be verified based on said analysis. Should the analysis result in a capacity problem downstream of Catawba the watershed will be further delineated and hydrographs run to isolate the problem area. Analysis will not go beyond the San Sevaine channel connection with the Interstate 10 channel. 6. The hydrology and hydraulic adequacy of the 1 -10 channel will be analyzed under the following scenarios: A. Scenario I: Assume full development, and that existing drainage facilities and PO the proposed (per permit) storm drain are in place. Includes Citrus Avenue to San Bernardino and Catawba. - Should the analysis of Scenario I prove that there is no problem with downstream I- II 10 channel capacity the scope of work will be terminated at this point. If there are problems, Scenario 11 as defined below will be conducted: B. Scenario 11: Assume full development, and that existing drainage facilities and a Citrus storm drain that would only extend to Mallory Drive (as represented by Line M-4 of the Master Plan) are in place. Assume that there is no storm drain at Catawba. Should the analysis of Scenario 11 prove that there is no problem with downstream 1- 10 channel capacity, the scope of work will be terminated at this point. If there are problems, Scenario IV as defined below will be conducted: C. Scenario IV: Assume full development, and only existing drainage facilities are in place. 7. Full development shall be defined using the characteristics of the current approved and adopted City of Fontana General Plan and Land Use Plan. pm 8. Analysis of Scenario III as defined in Caltrans letter dated June 15, 1995 shall be deleted from the scope of work in recognition of the fact that the extension of Line M - 4 to San Bernardino Avenue on Citrus and the construction of the Line in Catawba south of Valley to the local drainage flows from the Auto Mall site are FR interim lines until such time as the Master Plan is constructed. Construction of the i�. Master Plan will divert the flows north of San Bernardino on Citrus and north of Po 0un -20 -95 1O:51A ASL Cons Eng San Bdno 909- 381 -4176 P.O5 art ASL Consulting Engineers 1 11' June 19, 1995 Department of Transportation Frank Haider, Jr. P.E. F " Page 3 i Valley Blvd on Catawba into Master Plan lines that will flow to the west. There will still be a need for a local drain connection on Catawba into the 1 -10 channel after completion of the Master Plan to handle local flows June 19, 1995 from the Auto Mall site after completion of the Master Plan line in Valley Blvd. We would appreciate your written verification that the above scope is acceptable as am soon as possible. Please do not hesitate to give me a call if you have any questions or concerns about the scope. Sincerely, Ronald P. Sheldon, PE Project Manager aaspw cc: Greg Bucknell Felipe Molinos • iir admiaisVtrs95sb\020.rps PI ra. r. - N .AsL Lons cng an Bdno 909 -381 -4176 /06/95 MT 16:48 FAX 909 350 5518 CITY OF FU TAINA P - 10002 2 pi STATE OF CALIFORNIA—WSINESS, TRANSPORTATION AND MOUSING AGENCY `J PETE WILSON, Gewrnor 11. DEPARTMENT OF TRANSPORTATION OISTRICT 1. P.O. WA 131 el SAN BERNARDINO, CALIFORNIA 97402 4, TX) (909) 313.5959 `L�1 kit June 29, 2996 mis Illi Oa- 94 -N -DO - 1199 0s- SBD -10 -15.16 G : t, � 4:6 Mr. Greg $ucknell / /l•L s ew City of Fontana K s Ai &v' �,) NO Community Development 9353 sierra avenue Fontana, CA 92335 Dear Mr. Bucknell: we have received Ron Sheldon's letters dated June 19, 1995 proposing ASL's scope of work and approach to mitigating our hydraulic concerns related to the Citrus Avenue Storm Drain connection to the I -10 channel. we have the following comments: MI a. Item moo. 4: It should be pointed out that the Fontana Master Plan of Drainage (KPD) may not be an accurate le model for all of the scenarios. Additional Modified Rational Method Tc calculations may have to be performed as necessary. b. ;tea Mo. 1: The boundary identified as "...line K diagonally through..." may not be appropriate to all of the scenarios. The scenarios that assume Line x - (which we are assuming is what you meant by "line M ") is not in place and would have to take watersheds northwesterly of Line K -5 into account. Any hydraulic analysis downstream of the confluence of Line K -S with Pik the I -10 channel will require inclusion of additional watershed analysis. Mt It should be noted that ASL's proposed scope of services made no mention of comparisons between the three scenarios to be es considered. The results of these comparisons would form the basis of designing and constructing mitigating measures that would allow us to responsibly issue a permit. Ws hope you intend Xi to propose an additional scope of services for the design of these facilities once the shortcomings of the channel have been determined. In any event, no permit will be issued until we are 111r confident that all necessary improvements will be made at this ilir time and agreements will be reached on the timing of future improvements. sR -95 08:18A ASL Cons Eng San Bdno 909 -381 -4176 P .06 /06/95 TRU 16:49 FAX 909 350 6618 CITY OF FONTANA 4003 • 1i9 Mr. Greg Bucknell 'nine 29, 1995 e• Page 2 a Regarding June 19, 1995 letter from Ron Sheldon to Kurt Anderson, we have the following comments: Referring to the last sentence of the first paragraph, wherein the adequacy of the hydraulic capacity of the I -10 channel at Citrus has been verified, it must be noted that this adequacy is based on the entire Fontana MPD being in place, with au no alterations. The Citrus Avenue Storm Drain as proposed is a • significant alteration, and as of today, significant portions of the MPD are not in place. We must concern ourselves with interim conditions, not just ultimate conditions. Furthermore, any verbal commitments made by others, historically hold no water and carry no weight. As far as the 2 1/2 years allegation, let me clarity permit No. 08- 94 -N -DD -1199, SBD -10 -15.18 was applied for on November 16, 1994. And finally, previous oversights or inappropriate decisions were never executed and will not be honored. PIP Please incorporate our concerns, addressed herein, and i1M resubmit a final edition to us for final approval. If you have any additional questions, please contact Basem Muallem at (909) 383 -5955. Very truly yours, .e Pio FRANK J. HAIDER, Jr. P.E. District Encroachment Permit Engineer • San Bernardino County Or «.• on ea lrr A. as ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/0 - 1/95 License ID 1206 Analysis prepared by: so ow ASL Consulting Engineers One Jenner, Suite 200 Irvine, CA 92718 (714) 727 -7099 WATERSHED # 1 * ** NON- HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 8.80 (inches) PP SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE bir TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 254.00 10.00 52.( 32.) .742 .909 2 56.00 35.00 52.( 32.) .742 .751 3 49.00 20.00 52.( 32.) .742 .846 4 63.00 50.00 52.( 32.) .742 .656 TOTAL AREA (Acres) = 422.00 AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .152 AREA- AVERAGED LOW LOSS FRACTION, Y = .157 Ok so one AN ma Id ail irr ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 id Analysis prepared by: Yr ASL Consulting Engineers One Jenner, Suite 200 Irvine, CA 92718 AO (714) 727 -7099 WATERSHED # 2 MO * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) '""' AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: Ali TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 8.80 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD the 1 101.00 10.00 52.( 32.) .742 .909 2 141.00 35.00 52.( 32.) .742 .751 3 30.00 20.00 52.( 32.) .742 .846 4 328.00 50.00 52.( 32.) .742 .656 it TOTAL AREA (Acres) = 600.00 AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .284 AREA- AVERAGED LOW LOSS FRACTION, Y = .269 fteP 04 um !M 9w . a.. se ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) loo AND LOW LOSS FRACTION ESTIMATIONS (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 aw Analysis prepared by: +r• ASL Consulting Engineers One Jenner, Suite 200 Irvine, CA 92718 as (714) 727 -7099 Awr WATERSHED # 3 * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) °' AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: rr TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 8.80 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 24.00 10.00 52.( 32.) .742 .909 �• 2 54.00 20.00 52.( 32.) .742 .846 arr 3 252.00 50.00 52.( 32.) .742 .656 .. TOTAL AREA (Acres) = 330.00 AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .313 ow AREA- AVERAGED LOW LOSS FRACTION, Y = .294 rrt' wm ow et it ww WI ,rr OW low wr ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) atm AND LOW LOSS FRACTION ESTIMATIONS ,,,,," (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 Analysis prepared by: irr ASL Consulting Engineers One Jenner, Suite 200 *� Irvine, CA 92718 as (714) 727 -7099 WATERSHED # 4 10 * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) 4 " AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 8.80 (inches) mm SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 69.00 10.00 52.( 32.) .742 .909 pot 2 17.00 35.00 52.( 32.) .742 .751 3 55.00 20.00 52.( 32.) .742 .846 4 167.00 50.00 52.( 32.) .742 .656 TOTAL AREA (Acres) = 308.00 ",,,, AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .259 41 AREA- AVERAGED LOW LOSS FRACTION, Y = .248 40 aa err mi as ai • °Ir PIN it ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS „ (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 i Analysis prepared by: w. ,r. ASL Consulting Engineers One Jenner, Suite 200 — Irvine, CA 92718 (714) 727 -7099 .w WATERSHED # 5 or * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) — AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: No TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 8.80 (inches) low SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 35.00 10.00 52.( 32.) .742 .909 oto 2 593.00 50.00 52.( 32.) .742 .656 TOTAL AREA (Acres) = 628.00 tur AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .354 AREA- AVERAGED LOW LOSS FRACTION, Y = .330 OPO rr art M/ us au wir w wr ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .. NON-HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS no (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 jM ,M. Analysis prepared by: wwr ASL Consulting Engineers One Jenner, Suite 200 Irvine, CA 92718 (714) 727 -7099 WATERSHED # 6 lie * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) "M AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 8.80 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE e TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 610.00 50.00 52.( 32.) .742 .656 oft sly TOTAL AREA (Acres) = 610.00 aw AREA- AVERAGED LOSS RATE, Fm (in. /hr.) _ .371 tor AREA- AVERAGED LOW LOSS FRACTION, Y = .344 opm ow wm vi ary mo oar w. m is Wit rr MB WV ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS or (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 em Analysis prepared by: Or ASL Consulting Engineers One Jenner, Suite 200 — Irvine, CA 92718 (714) 727 -7099 so WATERSHED # 7 so * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) 41 " AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: so TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 7.85 (inches) .�w SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE 46, TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 23.00 10.00 52.( 32.) .742 .903 os 2 591.00 50.00 52.( 32.) .742 .635 rr TOTAL AREA (Acres) = 614.00 AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .360 AREA- AVERAGED LOW LOSS FRACTION, Y = .355 Om 60 ,w aw ON AP ON rr ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** PM NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS - (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 Orr Analysis prepared by: ON ASL Consulting Engineers One Jenner, Suite 200 "■ Irvine, CA 92718 (714) 727 -7099 WATERSHED # 8 so * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) ' AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: OW TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 7.85 (inches) OW SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 329.00 10.00 52.( 32.) .742 .903 ... 2 283.00 50.00 52.( 32.) .742 .635 ow TOTAL AREA (Acres) = 612.00 AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .211 • 0104 AREA-AVERAGED LOW LOSS FRACTION, Y = .221 it liO ow ow • MO lirr ma e�. Irr w► ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS Pm (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 ww rw Analysis prepared by: or ASL Consulting Engineers One Jenner, Suite 200 was Irvine, CA 92718 NO (714) 727 -7099 WATERSHED # 9 me * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) 0 " AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 7.85 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 410.00 10.00 52.( 32.) .742 .903 ism ow TOTAL AREA (Acres) = 410.00 an AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .074 AREA- AVERAGED LOW LOSS FRACTION, Y = .097 um Se .w► Aim rrr ow me rr mw ow mo * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *111 NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) sig AND LOW LOSS FRACTION ESTIMATIONS (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 4W Analysis prepared by: err ASL Consulting Engineers One Jenner, Suite 200 **� Irvine, CA 92718 (714) 727 -7099 Nib WATERSHED ## 10 * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: wNr TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 7.85 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 620.00 10.00 52.( 32.) .742 .903 TOTAL AREA (Acres) = 620.00 �** AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .074 tit AREA- AVERAGED LOW LOSS FRACTION, Y = .097 ilt MOW r.. wn UN IIIN OP rr se ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 Analysis prepared by: ab• O ASL Consulting Engineers One Jenner, Suite 200 no Irvine, CA 92718 so (714) 727 -7099 ern WATERSHED # 1 REVISED u m * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) — AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: * TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 8.80 (inches) ew SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 147.00 10.00 52.( 32.) .742 .909 2 17.00 20.00 52.( 32.) .742 .846 3 77.00 50.00 52.( 32.) .742 .656 - TOTAL AREA (Acres) = 241.00 is _ AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .174 on AREA- AVERAGED LOW LOSS FRACTION, Y = .176 IMO WM ei .w IMP MO MO Mm boo NO err ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NON-HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) taa AND LOW LOSS FRACTION ESTIMATIONS s ,,, (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 si Analysis prepared by: ASL Consulting Engineers One Jenner, Suite 200 Irvine, CA 92718 sit (714) 727 -7099 WATERSHED # 2 REVISED * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) o AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 8.80 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 54.00 10.00 52.( 32.) .742 .909 2 42.00 35.00 52.( 32.) .742 .751 3 41.00 20.00 52.( 32.) .742 .846 4 233.00 50.00 52.( 32.) .742 .656 Ow TOTAL AREA (Acres) = 370.00 AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .290 110 AREA- AVERAGED LOW LOSS FRACTION, Y = .275 +rrr Mw r on OM ON in IN OM MO rrr ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 Analysis prepared by: NW ASL Consulting Engineers One Jenner, Suite 200 *� Irvine, CA 92718 (714) 727 -7099 Ile WATERSHED # 3 REVISED rr * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) "" AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 8.80 (inches) Po kW SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 39.00 10.00 52.( 32.) .742 .909 mom 2 149.00 35.00 52.( 32.) .742 .751 rrr 3 25.00 20.00 52.( 32.) .742 .846 4 492.00 50.00 52.( 32.) .742 .656 ■" TOTAL AREA (Acres) = 705.00 ,,,, AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .323 • AREA- AVERAGED LOW LOSS FRACTION, Y = .303 r ass IS ON rw ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** no NON- HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS la (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 Analysis prepared by: Am Ow ASL Consulting Engineers One Jenner, Suite 200 Irvine, CA 92718 (714) 727 -7099 WATERSHED # 4 REVISED * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) — AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: to TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 8.80 (inches) PIR SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 31.00 10.00 52.( 32.) .742 .909 '"* 2 104.00 50.00 52.( 32.) .742 .656 irr TOTAL AREA (Acres) = 135.00 no AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .303 AREA- AVERAGED LOW LOSS FRACTION, Y = .286 fr ■w WO is irr IN on ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *M NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 ew Analysis prepared by: um ASL Consulting Engineers One Jenner, Suite 200 Irvine, CA 92718 (714) 727 -7099 ms WATERSHED # 5 REVISED up * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) "" AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: et TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 8.80 (inches) NIP SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 37.00 10.00 52.( 32.) .742 .909 2 10.00 35.00 52.( 32.) .742 .751 err 3 40.00 20.00 52 . ( 32.) .742 .846 4 283.00 50.00 52.( 32.) .742 .656 w. TOTAL AREA (Acres) = 370.00 AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .314 el AREA- AVERAGED LOW LOSS FRACTION, Y = .295 as mi rr w rr sw 4414 rrr 440 it ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (C) Copyright 1989 -95 Advanced Engineering Software (aes) mw Ver. 5.1 Release Date: 01/01/95 License ID 1206 Analysis prepared by: IN ASL Consulting Engineers One Jenner, Suite 200 Irvine, CA 92718 (714) 727 -7099 WATERSHED # 6 REVISED Mt * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) mw AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 8.80 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE WO TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 5.00 35.00 52.( 32.) .742 .751 2 186.00 20.00 52.( 32.) .742 .846 rir 3 617.00 50.00 52.( 32.) .742 .656 TOTAL AREA (Acres) = 808.00 AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .319 r■ AREA- AVERAGED LOW LOSS FRACTION, Y = .300 goo r1r OW OP or �Iw ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** om NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) No AND LOW LOSS FRACTION ESTIMATIONS (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 Analysis prepared by: ilr ASL Consulting Engineers One Jenner, Suite 200 Irvine, CA 92718 (714) 727 -7099 on WATERSHED # 7 REVISED * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) m AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 7.85 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD Pe 1 453.00 50.00 52.( 32.) .742 .635 TOTAL AREA (Acres) = 453.00 NI AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .371 is AREA- AVERAGED LOW LOSS FRACTION, Y = .365 OM w w rir N M O a ■ w es ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS ow (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 am Analysis prepared by: rlir ASL Consulting Engineers One Jenner, Suite 200 Irvine, CA 92718 (714) 727 -7099 ■w WATERSHED # 8 REVISED * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) - AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 7.85 (inches) No SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE No TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 39.00 10.00 52.( 32.) .742 .903 2 529.00 50.00 52.( 32.) .742 .635 TOTAL AREA (Acres) = 568.00 AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .351 AREA- AVERAGED LOW LOSS FRACTION, Y = .346 OR MR WM II it On ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OVA NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS ••• (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 Analysis prepared by: 111 ASL Consulting Engineers One Jenner, Suite 200 Irvine, CA 92718 (714) 727 -7099 WATERSHED # 9 REVISED * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) P AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 7.85 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE it TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 628.00 10.00 52.( 32.) .742 .903 IM 2 80.00 50.00 52.( 32.) .742 .635 it TOTAL AREA (Acres) = 708.00 sr AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .108 01,1 AREA-AVERAGED LOW LOSS FRACTION, Y = .128 ylw 11 lig ICI NI sr ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) air AND LOW LOSS FRACTION ESTIMATIONS (C) Copyright 1989 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 Analysis prepared by: ASL Consulting Engineers One Jenner, Suite 200 omo Irvine, CA 92718 (714) 727 -7099 moo WATERSHED # 10 REVISED lig * ** NON - HOMOGENEOUS WATERSHED AREA- AVERAGED LOSS RATE (Fm) O AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24 -HOUR DURATION RAINFALL DEPTH = 7.85 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE Igo TYPE (Acres) PERVIOUS AREA NUMBER Fp(in. /hr.) YIELD 1 620.00 10.00 52.( 32.) .742 .903 as TOTAL AREA (Acres) = 620.00 go AREA- AVERAGED LOSS RATE, Fm (in. /hr.) = .074 AREA- AVERAGED LOW LOSS FRACTION, Y = .097 awti ao op Mw 1m ow wow or - me • km rr • III CITY OF FONTRNR an Is CIRCULATION � MASTER PLAN F` 11 Gil .... rr\ /, ..?, ��I— / SUMM T Rv. iii 4,_... 4- IF - 1 r . ROUTE 31 �` 4.418.. i * A. I= ``mmim II It = Q ¢ ! !IF' C HIGHLAND AV. MI a i I i U FPIflI P 1111 EMI _ pp BB NMI - Ma .. :..... i ti %LEI FIEUI EEEI U F•. T H -Lyn mu iEIF I U VIEFERill Emi■ ■III1.. ; A A•_ VY. li 1 MO nw 1111 ' Nim r- I t 1 I I Mr MI = iYMIN 11111111.11.1 1111. MIN= OM .: M E R R I L L RV. eil 1111114... 7 IIl I ANORLLRV. 111" 1�� i e IT / / / //9/ // / / • i iii •'�• •••• •••• / ' VALLEY BLVD. / / /// I -1I PAW( �.MMI� 'IMO Mow �� rM ENIMMINIEN �� MMi MUM MIN SLOVER Av . :: 4 ' Oil . .. I ` 3. 111t11 ir II _ , c ' a i' I a ® SANTA RNR RV. lig W - m ; Ez i . y 5_11 1 E I JURUPA Av. on "RR IM 1111117 all Ir A Awl .ELPHIA OM ,ii L E G E N 0 MIN MAJOR HIGHIIAY ■BOM P EXF C T Y RL I I C N UN DETERM CITY LIMITS au — PRIMARY HIGHWAY • SECONDARY HICNWAY -- SECONDARY HIGHWAY •- - -- SPHERE OF INFL 4111 INDUSTRIAL COLLECTOR EXACT ALIGN UNDETERM - COLLECTOR STREET • EXISTING INTERCHANGE API O UPDATED ,,,,, MODIFIED STREET SEC PROPOSED INTERCHANGE APR IL 1994 SKr ill ADOPTED REFER TO CIR4 on ISI F O N T A N A EXHIBIT CIR -2 GENERAL PLAN RECOMMENDED !m STREET CLASSIFICATIONS rn CIRCULATION ELEMENT 20 UPDATED APRIL 1994 SKY 9r1 Pm SHORT LOCAL STREET u 6 0' ire r 12' 18' 18' 4. 4 12' • um b'16.E' 3 6' .b; I TT t LOCAL STREET 6 4' ma 12' 1141 20' r 20' 12' �b'.}. 4 0' LOCAL INDUSTRIAL r 6 0' I� • 6 ' 2 4' 2 4' .► 6' 6' 10' _ 14' 14' 10' 6 lel um INDUSTRIAL COLLECTOR llll"" r 6 8' • 2 8' 2 8' 6' .r 6' 2 2' 12' 2 2' ... 6' 6' • 1 n o F O N T A N A EXHIBIT CIR-1 iYlr GENERAL PLAN ROADWAY CLASSIFICATIONS Imo CIRCULATION ELEMENT 11 k UPDATED APRIL 1994 SKY som p"' COLLECTOR STREET (MIDBLOCK) 811 68' w 12' .. M • 1.,5' ±6.t 8' + 14' ....._ 1 8' .6 1.51 to iii COLLECTOR STREET (INTERSECTION) OR 68' 'r 12' 22' i 22' 12' . ..5',...6.t. 16' _ 12 ' I.- 16' 6 . 5 ' 5' or OP - kat SECONDARY HIGHWAY UTILITY UTILITY 92. EASEMENT «w \ : 12' • / MI 12' 34' �� 6;t 16' 12' 12' 12' 16' Sbi �+ al.• PIP iti MN il11! ""' MODIFIED SECONDARY HIGHWAY 80' R/W is ORANGE WAY 80' .. r2' 8' • . 8' . .. « as ow lim MODIFIED SECONDARY HIGHWAY 88' R/W SAN BERNARDINO AVE. on 8S . « 1 • - • - . 12' gm Ill M alig M • F O N T A N A E X H I B I T CIR -1 ROADWAY CLASSIFICATIONS ""' GENERAL PLAN (contlnu•d) „si CIRCULATION ELEMENT 1 1 A UPDATED APRIL 1994 SKY •• ' - PRIMARY HIGHWAY (MIDBLOCK) ISO UTILITY UTILITY EASEMENT la . EASEMENT • ill \ r r 12' 4 0' 4 0' a. I 12' �. 6' 1 5.5' 19' 14' 14' 14' 19' 5.5' 6' r6 • IIII imi lig PRIMARY HIGHWAY (INTERSECTION) no UTILITY UTILITY • EASEMENT 104• EASEMENT iii \ .. / '��' r b' � 19' i l i 13' 12' 4' 13' t 19' 5.5' 6' in in ill Pil II On MODIFIED PRIMARY HIGHWAY 110' R.O.W. '"" CHERRY AVE. - COYOTE CYN. RD. rir FROM SUMMIT AVE TO DUNCAN CYN. RD. /INTERCHANGE I - 15 o n 110' in r • 22' 2 9' ■ 14' ► 2 9' 16' VARIES 4• / 5' V ARIES 3' . w 3't 8' 4' ..•.. ON ow BIKE LANE BIKE LANE _../ iiii \--JOGGING/PEDESTRIAN PATH SIDEWALK PP rll IP a In if EXHIBIT CIR -1 F O N T A N A ROADWAY CLASSIFICATIONS GENERAL PLAN (conflnu•d) gm CIRCULATION ELEMENT 1 1 B in UPDATED APRIL 1994 SKY pm am . . as I MAJOR HIGHWAY (MIDBLOCK) LANDSCAPE & LANDSCAPE & PEDESTRIAN PEDESTRIAN ili EASEMENT EASEMENT itif \ ■ 1 3 2' i 17 6 4' b 4' 12' wo -F 6'� ... 18• rr - 17 ..� 14' 2D' I 14' 12' le' bb� i, Al i. ow IPM IN 4 4 III ow as MAJOR HIGHWAY (INTERSECTION) „ LANDSCAPE & LANDSCAPE & PEDESTRIAN PEDESTRIAN EASEMENT EASEMENT 13 r J At lr 54' +� b4' t2• ill 6' s.S' 16' 17 17 17 I 12' 4' 1r 17 16' Sb _ 6 O. IN IIIII b 4 lii OW MODIFIED MAJOR HIGHWAY am VALLEY BLVD. iii SIERRA AVE. - PALMETTO AVE 110' in 8. 4T ► _ 47• Ilig 15' 17 13' 14' 13' 17 16' is -. r w r r VIM IS PM 4 4 4 4 4 4 lig MI PO FON EXHIBIT CIR -1 it ROADWAY CLASSIFICATIONS GENERAL PLAN (contInu•d) OR CIRCULATION ELEMENT 1 1 C IN UPDATED APRIL 1994 SKY ow irr ■+ • MODIFIED MAJOR HIGHWAY SIERRA AVE. kw MERRILL AVE. - MARYGOLD AVE. in 120' bp 4 12' 47' 47' 12 an 16' 12' 13' 14' 13' 12' 16' y .. A A v V V - - ii i is .w MODIFIED MAJOR HIGHWAY SIERRA AVE. iii . MARYGOLD' AVE. - VALLEY BLVD. 404 140' 1 10' 60' "1� 60' Swel 14' 12' 12' 13' "1 18' 13' 12' 12' 14' w _ 1 V a PO MODIFIED MAJOR HIGHWAY SIERRA AVE. Is VALLEY AVE. - SLOVER AVE "" 150' ON _ 10' 65' 65' 10' "" 16' 12' 12' 13' 24' 13' 12' 12' 16' r gm Ili V A A A A a go v v _ 0 irs on F O N T A N A EXHIBIT CIR -1 0 ROADWAY CLASSIFICATIONS GENERAL PLAN (contInu•d) 40 CIRCULATION ELEMENT 1 10 we UPDATED APRIL 1994 S ow E r os es ** RESULTS OF IRREGULAR CHANNEL ANALYSIS ** CALCULATIONS BASED ON MANNINGS EQUATION WITH ALL DIMENSIONS IN FEET OR FEET AND SECONDS (c) Copyright 1983 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 Analysis prepared by: a** ASL Consulting Engineers One Jenner, Suite 200 Irvine, CA 92718 MOR (714) 727 -7099 • * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** ,* ELM AVENUE STREET CAPACITY TO R/W * INDUSTRIAL COLLECTOR * * ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TIME /DATE OF STUDY: 14:32 7/ 6/1995 OM * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 .00 .91 2 12.00 .67 on 3 12.17 .00 4 14.00 .17 5 40.00 .69 SUBCHANNEL SLOPE(FEET /FEET) = .012300 — SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 irr 41111 SUBCHANNEL FLOW(CFS) = 82.3 SUBCHANNEL FLOW AREA(SQUARE FEET) = 15.25 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.398 SUBCHANNEL FROUDE NUMBER = 1.534 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 39.65 ✓ SUBCHANNEL HYDRAULIC DEPTH(FEET) = .38 SOIL * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : a• NODE NUMBER "X" COORDINATE "Y" COORDINATE am 1 40.00 .69 2 66.00 .17 3 67.83 .00 or 4 68.00 .67 5 80.00 .91 SUBCHANNEL SLOPE(FEET /FEET) = .012300 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 Iry tis SUBCHANNEL FLOW(CFS) = 82.3 SUBCHANNEL FLOW AREA(SQUARE FEET) = 15.25 "'" SUBCHANNEL.FLOW VELOCITY(FEET /SEC.) = 5.398 SUBCHANNEL FROUDE NUMBER = 1.534 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 39.65 ow SUBCHANNEL HYDRAULIC DEPTH(FEET) = .38 err TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 164.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 164.61 A* ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION .90 NOTE: WATER SURFACE IS BELOW EXTREME UN LEFT AND RIGHT BANK ELEVATIONS. as w * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** t HEMLOCK AVENUE STREET CAPACITY TO R/W * INDUSTRIAL COLLECTOR * * * ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TIME /DATE OF STUDY: 14:34 7/ 6/1995 * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 .00 .91 2 12.00 .67 3 12.17 .00 'm 4 14.00 .17 ir 5 40.00 .69 SUBCHANNEL SLOPE(FEET /FEET) = .013500 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 or SUBCHANNEL FLOW(CFS) = 86.2 SUBCHANNEL FLOW AREA(SQUARE FEET) = 15.25 ar SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.655 SUBCHANNEL FROUDE NUMBER = 1.607 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 39.65 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .38 * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : NODE NUMBER "X" COORDINATE "Y" COORDINATE ois +A 1 40.00 .69 2 66.00 .17 3 67.83 .00 tat 4 68.00 .67 5 80.00 .91 SUBCHANNEL SLOPE(FEET /FEET) = .013500 w. rrr SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 w. SUBCHANNEL FLOW(CFS) = 86.2 SUBCHANNEL FLOW AREA(SQUARE FEET) = 15.25 out SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.655 SUBCHANNEL FROUDE NUMBER = 1.607 10 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 39.65 .A► SUBCHANNEL HYDRAULIC DEPTH(FEET) = .38 OU •■ TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 172.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 172.45 IMP ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION .90 m NOTE: WATER SURFACE IS BELOW EXTREME jr LEFT AND RIGHT BANK ELEVATIONS. air * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** ok REDWOOD AVENUE STREET CAPACITY TO R/W UP INDUSTRIAL COLLECTOR * * w.******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TIME /DATE OF STUDY: 14:35 7/ 6/1995 Pm * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 .00 .91 2 12.00 .67 3 12.17 .00 4 14.00 .17 5 40.00 .69 aro SUBCHANNEL SLOPE(FEET /FEET) = .013300 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 moo as SUBCHANNEL FLOW(CFS) = 85.6 "` SUBCHANNEL FLOW AREA(SQUARE FEET) = 15.25 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.613 SUBCHANNEL FROUDE NUMBER = 1.595 „_ SUBCHANNEL FLOW TOP - WIDTH(FEET) = 39.65 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .38 M■�I * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : NODE NUMBER "X" COORDINATE "Y" COORDINATE es 1 40.00 .69 2 66.00 .17 3 67.83 . 0 0 fir. em.,n ON OW 4 68.00 .67 5 80.00 .91 SUBCHANNEL SLOPE(FEET/FEET) = .013300 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 SUBCHANNEL FLOW(CFS) = 85.6 SUBCHANNEL FLOW AREA(SQUARE FEET) = 15.25 SUBCHANNEL FLOW VELOCITY(FEET/SEC.) = 5.613 mg SUBCHANNEL FROUDE NUMBER = 1.595 • SUBCHANNEL FLOW TOP-WIDTH(FEET) = 39.65 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .38 on TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 171.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 171.17 00 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE am ELEVATION .90 00 NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. AI Wm ************************** DESCRIPTION OF STUDY ************************** 0* ALMOND AVENUE STREET CAPACITY TO R/W 11( INDUSTRIAL COLLECTOR ************************************************************************** ow • TIME/DATE OF STUDY: 14:36 7/ 6/1995 * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : • NODE NUMBER "X" COORDINATE "Y" COORDINATE 0111 1 .00 .91 2 12.00 .67 for 3 12.17 .00 4 14.00 .17 5 40.00 .69 AI SUBCHANNEL SLOPE(FEET/FEET) = .013500 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 om 010 SUBCHANNEL FLOW(CFS) = 86.2 0* SUBCHANNEL FLOW AREA(SQUARE FEET) = 15.25 SUBCHANNEL FLOW VELOCITY(FEET/SEC.) = 5.655 SUBCHANNEL FROUDE NUMBER = 1.607 SUBCHANNEL FLOW TOP-WIDTH(FEET) = 39.65 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .38 * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : NODE NUMBER "X" COORDINATE "Y" COORDINATE tio or 1 40.00 .69 2 66.00 .17 ON 3 • 67.83 .00 t ,,,, 4 68.00 . 6 7 5 80.00 .91 SUBCHANNEL SLOPE(FEET /FEET) = .013500 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 SUBCHANNEL FLOW(CFS) = 86.2 in. SUBCHANNEL FLOW AREA(SQUARE FEET) = 15.25 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.655 SUBCHANNEL FROUDE NUMBER = 1.607 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 39.65 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .38 tic TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 172.00 ow COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 172.45 a. ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION . 90 MN NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. to at err * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** CALABASH AVENUE STREET CAPACITY TO R/W * INDUSTRIAL COLLECTOR * * ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** m• f TIME /DATE OF STUDY: 14:38 7/ 6/1995 ei• * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE NW ,.» 1 .00 .91 2 12.00 .67 at 3 12.17 .00 4 14.00 .17 '""" 5 40.00 .69 et SUBCHANNEL SLOPE(FEET /FEET) = .013700 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 om SUBCHANNEL FLOW(CFS) = 86.9 SUBCHANNEL FLOW AREA(SQUARE FEET) = 15.25 w SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.697 SUBCHANNEL FROUDE NUMBER = 1.619 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 39.65 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .38 rr au ow 4O * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : NODE NUMBER "X" COORDINATE "Y" COORDINATE • oar 1 40.00 .69 2 66.00 .17 ..• 3 67.83 .00 4 68.00 .67 * I F 5 80.00 .91 SUBCHANNEL SLOPE(FEET /FEET) = .013700 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 SUBCHANNEL FLOW(CFS) = 86.9 SUBCHANNEL FLOW AREA(SQUARE FEET) = 15.25 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.697 SUBCHANNEL FROUDE NUMBER = 1.619 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 39.65 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .38 or TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 173.00 mw COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 173.72 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE +�. ELEVATION .90 NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. at ora at trr rrr at ai rrr Now '"' ** RESULTS OF IRREGULAR CHANNEL ANALYSIS ** UN CALCULATIONS BASED ON MANNINGS EQUATION WITH ALL DIMENSIONS IN FEET OR FEET AND SECONDS (c) Copyright 1983 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 ■ r Analysis prepared by: ' ASL Consulting Engineers One Jenner, Suite 200 Irvine, CA 92718 of (714) 727 -7099 as Im. * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** me JUNIPER AVENUE STREET CAPACITY TO R/W * * COLLECTOR STREET * so k * ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ar Pm TIME /DATE OF STUDY: 14:43 7/ 6/1995 OW * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE am 1 .00 .91 2 12.00 .67 .►. 3 12.17 .00 4 14.00 .17 5 34.00 .57 SUBCHANNEL SLOPE(FEET /FEET) = .012300 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 er. SUBCHANNEL FLOW(CFS) = 75.9 SUBCHANNEL FLOW AREA(SQUARE FEET) = 13.61 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.574 .. SUBCHANNEL FROUDE NUMBER = 1.545 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 33.65 aw SUBCHANNEL HYDRAULIC DEPTH(FEET) = .40 WIL * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : ,�. NODE NUMBER "X" COORDINATE "Y" COORDINATE it 1 34.00 .57 2 54.00 .17 3 55.83 .00 4 56.00 .67 5 68.00 .91 SUBCHANNEL SLOPE(FEET /FEET) = .012300 mis SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 om sr IIR 4 SUBCHANNEL FLOW(CFS) = 75.9 SUBCHANNEL FLOW AREA(SQUARE FEET) = 13.61 *'" SUBCHANNEL.FLOW VELOCITY(FEET /SEC.) = 5.574 SUBCHANNEL FROUDE NUMBER = 1.545 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 33.65 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .40 aw im TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 151.00 or COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 151.71 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION ,90 r NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. spip PO P* * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** OLEANDER AVENUE STREET CAPACITY TO R/W at COLLECTOR STREET * Am * * ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** kr TIME /DATE OF STUDY: 14:44 7/ 6/1995 * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE on 1 .00 .91 s'"' 2 12.00 .67 3 12.17 .00 an 4 14.00 .17 �r► 5 34.00 .57 SUBCHANNEL SLOPE(FEET /FEET) = .013000 *+► SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 or SUBCHANNEL FLOW(CFS) = 78.0 SUBCHANNEL FLOW AREA(SQUARE FEET) = 13.61 ow SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.730 SUBCHANNEL FROUDE NUMBER = 1.588 - SUBCHANNEL FLOW TOP - WIDTH(FEET) = 33.65 *0 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .40 * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : r NODE NUMBER "X" COORDINATE "Y" COORDINATE tit 1 34.00 .57 2 54.00 .17 gat 3 55.83 .00 4 56.00 .67 5 68.00 .91 ,,. SUBCHANNEL SLOPE(FEET /FEET) _ .013000 A. ow SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 w. SUBCHANNEL FLOW(CFS) = 78.0 too SUBCHANNEL FLOW AREA(SQUARE FEET) = 13.61 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.730 .w SUBCHANNEL FROUDE NUMBER = 1.588 'r SUBCHANNEL FLOW TOP - WIDTH(FEET) = 33.65 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .40 US w w* — TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 155.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 155.97 ... ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION . 90 to NOTE: WATER SURFACE IS BELOW EXTREME r LEFT AND RIGHT BANK ELEVATIONS. or aw * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** CATAWBA AVENUE STREET CAPACITY TO R/W * aw COLLECTOR STREET * * * ww******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** r TIME /DATE OF STUDY: 10:29 7/10/1995 ow * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : ow NODE NUMBER "X" COORDINATE "Y" COORDINATE .A 1 .00 .91 se 2 12.00 .67 3 12.17 .00 4 14.00 .17 5 34.00 .57 wr SUBCHANNEL SLOPE(FEET /FEET) = .012700 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 wlMl SUBCHANNEL FLOW(CFS) = 77.1 '"" SUBCHANNEL FLOW AREA(SQUARE FEET) = 13.61 * SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.664 SUBCHANNEL FROUDE NUMBER = 1.570 mot SUBCHANNEL FLOW TOP - WIDTH(FEET) = 33.65 rrr SUBCHANNEL HYDRAULIC DEPTH(FEET) = .40 * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : NODE NUMBER "X" COORDINATE "Y" COORDINATE or 1 34.00 .57 2 54.00 .17 .., 3 55.83 .00 to mm sat 4 56.00 .67 5 68.00 .91 SUBCHANNEL SLOPE(FEET /FEET) = .012700 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 """ SUBCHANNEL FLOW(CFS) = 77.1 rwr SUBCHANNEL FLOW AREA(SQUARE FEET) = 13.61 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.664 e114 SUBCHANNEL FROUDE NUMBER = 1.570 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 33.65 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .40 my TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 154.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 154.16 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE *■ ELEVATION .90 as NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. as rw NO rrr .aft w As Illai no Vi to e. PM ter +.1 ** RESULTS OF IRREGULAR CHANNEL ANALYSIS ** CALCULATIONS BASED ON MANNINGS EQUATION WITH ALL DIMENSIONS IN FEET OR FEET AND SECONDS ww (c) Copyright 1983 -95 Advanced Engineering Software (aes) NI Ver. 5.1 Release Date: 01/01/95 License ID 1206 - Analysis prepared by: Aw ASL Consulting Engineers One Jenner, Suite 200 Irvine, CA 92718 ,,, (714) 727 -7099 00************************** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** CYPRESS AVENUE STREET CAPACITY TO R/W * SECONDARY HIGHWAY * * ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** et po TIME /DATE OF STUDY: 14:50 7/ 6/1995 Wi * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE N4 1 .00 .91 2 12.00 .67 ,,,,,, 3 12.17 .00 4 14.00 .17 tom' 5 46.00 .81 SUBCHANNEL SLOPE(FEET /FEET) = .013000 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 SUBCHANNEL FLOW(CFS) = 85.0 SUBCHANNEL FLOW AREA(SQUARE FEET) = 16.16 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.259 0 .. SUBCHANNEL FROUDE NUMBER = 1.557 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 45.65 owl SUBCHANNEL HYDRAULIC DEPTH(FEET) _ .35 �wr * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 46.00 .81 2 78.00 .17 ww 3 79.83 .00 4 80.00 .67 5 92.00 .91 ++�+ SUBCHANNEL SLOPE(FEET /FEET) = .013000 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 imm OM wr SUBCHANNEL FLOW(CFS) = 85.0 SUBCHANNEL FLOW AREA(SQUARE FEET) = 16.16 ■"" SUBCHANNEL. FLOW VELOCITY(FEET /SEC.) = 5.259 ow SUBCHANNEL FROUDE NUMBER = 1.557 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 45.65 ,.. SUBCHANNEL HYDRAULIC DEPTH(FEET) = .35 iIV TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 170.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 170.02 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION .90 NOTE: WATER SURFACE IS BELOW EXTREME IN LEFT AND RIGHT BANK ELEVATIONS. so * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** * POPLAR AVENUE STREET CAPACITY TO R/W SECONDARY HIGHWAY * * * ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** W1� TIME /DATE OF STUDY: 14:51 7/ 6/1995 Si * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE am 1 .00 .91 ter 2 12.00 .67 3 12.17 .00 4 14.00 .17 err 5 46.00 . 81 SUBCHANNEL SLOPE(FEET /FEET) = .014900 + SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 rrr SUBCHANNEL FLOW(CFS) = 91.0 OR SUBCHANNEL FLOW AREA(SQUARE FEET) = 16.16 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.630 SUBCHANNEL FROUDE NUMBER = 1.667 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 45.65 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .35 * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : NODE NUMBER "X" COORDINATE "Y" COORDINATE V' 1 46.00 . 81 2 78.00 .17 3 79.83 .00 is 4 80.00 .67 5 92.00 .91 ••• SUBCHANNEL SLOPE(FEET /FEET) = .014900 In SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 • MN SUBCHANNEL FLOW(CFS) = 91.0 SUBCHANNEL FLOW AREA(SQUARE FEET) = 16.16 SUBCHANNEL FLOW VELOCITY(FEET/SEC.) = 5.630 SUBCHANNEL FROUDE NUMBER = 1.667 Sit SUBCHANNEL FLOW TOP - WIDTH(FEET) = 45.65 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .35 to- TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 182.00 NO COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 182.02 so ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION .90 NOTE: WATER SURFACE IS BELOW EXTREME CIO LEFT AND RIGHT BANK ELEVATIONS. or * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** LIVE OAK AVENUE STREET CAPACITY TO R/W * SECONDARY HIGHWAY * * * oa******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TIME /DATE OF STUDY: 14:53 7/ 6/1995 Pt * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE on 1 .00 .91 to 2 12.00 .67 3 12.17 .00 oft 4 14.00 .17 5 46.00 .81 SUBCHANNEL SLOPE(FEET /FEET) = .010600 on SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 to SUBCHANNEL FLOW(CFS) = 76.8 no SUBCHANNEL FLOW AREA(SQUARE FEET) = 16.16 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 4.749 SUBCHANNEL FROUDE NUMBER = 1.406 �., SUBCHANNEL FLOW TOP - WIDTH(FEET) = 45.65 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .35 * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : NODE NUMBER "X" COORDINATE "Y" COORDINATE aft 1 46.00 .81 2 78.00 .17 - 3 79.83 .00 +�w +wi 4 80.00 .67 5 92.00 .91 oft SUBCHANNEL SLOPE(FEET /FEET) = .010600 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 SUBCHANNEL FLOW(CFS) = 76.8 Si SUBCHANNEL FLOW AREA(SQUARE FEET) = 16.16 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 4.749 uft SUBCHANNEL FROUDE NUMBER = 1.406 iM SUBCHANNEL FLOW TOP - WIDTH(FEET) = 45.65 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .35 at ..w TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 153.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 153.52 lig ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE oft" ELEVATION .90 .• NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. oft it * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** BANANA AVENUE STREET CAPACITY TO R/W * SECONDARY HIGHWAY * * * oft ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TIME /DATE OF STUDY: 14:55 7/ 6/1995 "ft * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : rrr NODE NUMBER "X" COORDINATE "Y" COORDINATE +w* 1 .00 .91 2 12.00 .67 ftto 3 12.17 .00 4 14.00 .17 an 5 46.00 .81 SUBCHANNEL SLOPE(FEET /FEET) = .013700 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 SUBCHANNEL FLOW(CFS) = 87.3 oft SUBCHANNEL FLOW AREA(SQUARE FEET) = 16.16 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.399 SUBCHANNEL FROUDE NUMBER = 1.599 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 45.65 .�. SUBCHANNEL HYDRAULIC DEPTH(FEET) = .35 tit * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : NODE NUMBER "X" COORDINATE "Y" COORDINATE rr w. 1 46.00 .81 2 78.00 .17 3 • 79.83 .00 iW 4 80.00 .67 5 92.00 .91 SUBCHANNEL SLOPE(FEET /FEET) = .013700 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 wan SUBCHANNEL FLOW(CFS) = 87.3 ilrr SUBCHANNEL FLOW AREA(SQUARE FEET) = 16.16 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.399 11 . SUBCHANNEL FROUDE NUMBER = 1.599 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 45.65 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .35 TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 174.00 on COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 174.53 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE on ELEVATION .90 di M. NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. or mo mo no ■r mo ON ON •• iwr ** RESULTS OF IRREGULAR CHANNEL ANALYSIS ** CALCULATIONS BASED ON MANNINGS EQUATION WITH ALL DIMENSIONS IN FEET OR FEET AND SECONDS r (c) Copyright 1983 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 Analysis prepared by: ASL Consulting Engineers One Jenner, Suite 200 le Irvine, CA 92718 (714) 727 -7099 it * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** * CITRUS AVENUE STREET CAPACITY TO R/W * in* PRIMARY HIGHWAY * ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TIME /DATE OF STUDY: 10:41 7/10/1995 * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 .00 .91 2 12.00 .67 3 12.17 .00 M. 4 14.00 .17 5 44.88 .79 6 45.00 1.29 - 7 52.00 1.29 SUBCHANNEL SLOPE(FEET /FEET) = .010600 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 ses SUBCHANNEL FLOW(CFS) = 76.7 SUBCHANNEL FLOW AREA(SQUARE FEET) = 16.01 - SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 4.788 SUBCHANNEL FROUDE NUMBER = 1.408 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 44.55 Aw SUBCHANNEL HYDRAULIC DEPTH(FEET) = .36 r■I * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : at NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 52.00 1.29 • 2 59.00 1.29 3 59.13 .79 4 90.00 .17 5 91.83 .00 6 92.00 .67 ,,. 7 104.00 .91 e�. SUBCHANNEL SLOPE(FEET /FEET) = .010600 tro SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 it SUBCHANNEL FLOW(CFS) = 76.7 SUBCHANNEL FLOW AREA(SQUARE FEET) = 16.01 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 4.788 SUBCHANNEL FROUDE NUMBER = 1.408 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 44.55 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .36 TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 153.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 153.33 im ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE air ELEVATION .90 Pm NOTE: WATER SURFACE IS BELOW EXTREME is LEFT AND RIGHT BANK ELEVATIONS. imo - * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** ar BEECH AVENUE STREET CAPACITY TO R/W * * PRIMARY HIGHWAY * ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** o TIME /DATE OF STUDY: 15: 6 7/ 6/1995 * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE Plil 1 .00 .91 2 12.00 .67 3 12.17 .00 4 14.00 .17 it 5 44.88 .79 6 45.00 1.29 7 52.00 1.29 SUBCHANNEL SLOPE(FEET /FEET) = .014100 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 SUBCHANNEL FLOW(CFS) = 88.4 SUBCHANNEL FLOW AREA(SQUARE FEET) = 16.01 mot SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.523 SUBCHANNEL FROUDE NUMBER = 1.624 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 44.55 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .36 mw * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : NODE NUMBER "X" COORDINATE "Y" COORDINATE ft ore 1 52.00 1.29 2 59.00 1.29 s. 3 • 59.13 .79 4 90.00 .17 5 91.83 .00 6 92.00 .67 7 104.00 .91 SUBCHANNEL SLOPE(FEET /FEET) = .014100 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 lit SUBCHANNEL FLOW(CFS) = 88.4 som SUBCHANNEL FLOW AREA(SQUARE FEET) = 16.01 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 5.523 SUBCHANNEL FROUDE NUMBER = 1.624 Po SUBCHANNEL FLOW TOP - WIDTH(FEET) = 44.55 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .36 iillli an TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 176.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 176.84 am ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION .90 III NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. Of or UPI ill rw wr a.. MO ** RESULTS OF IRREGULAR CHANNEL ANALYSIS ** or CALCULATIONS BASED ON MANNINGS EQUATION WITH ALL DIMENSIONS IN FEET OR FEET AND SECONDS (c) Copyright 1983 -95 Advanced Engineering Software (aes) UU Ver. 5.1 Release Date: 01/01/95 License ID 1206 Analysis prepared by: ASL Consulting Engineers One Jenner, Suite 200 Irvine, CA 92718 (714) 727 -7099 on * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** si* CHERRY AVENUE STREET CAPACITY TO R/W * MODIFIED PRIMARY HIGHWAY we ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TIME /DATE OF STUDY: 15:14 7/ 6/1995 * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE AIM • 1 .00 1.11 2 22.00 .67 3 22.17 .00 4 24.00 .17 Jo 5 50.88 .71 6 51.00 1.21 7 58.00 1.21 tie SUBCHANNEL SLOPE(FEET /FEET) = .012500 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 SUBCHANNEL FLOW(CFS) = 155.3 SUBCHANNEL FLOW AREA(SQUARE FEET) = 24.52 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 6.333 410 SUBCHANNEL FROUDE NUMBER = 1.604 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 50.62 - SUBCHANNEL HYDRAULIC DEPTH(FEET) = .48 NI * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : im NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 58.00 1.21 2 65.00 1.21 3 65.13 .71 4 92.00 .17 too 5 93.83 .00 6 94.00 .67 - 7 116.00 1.11 rrr P 1�w SUBCHANNEL SLOPE(FEET /FEET) = .012500 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 SUBCHANNEL FLOW(CFS) = 155.3 u „ SUBCHANNEL FLOW AREA(SQUARE FEET) = 24.52 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 6.333 SUBCHANNEL FROUDE NUMBER = 1.604 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 50.62 AIM SUBCHANNEL HYDRAULIC DEPTH(FEET) = .48 on TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 310.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 310.53 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION 1.10 NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. ewi ern mu tip 11F iW f�11 Ple NO ** RESULTS OF IRREGULAR CHANNEL ANALYSIS ** CALCULATIONS BASED ON MANNINGS EQUATION WITH ALL DIMENSIONS IN FEET OR FEET AND SECONDS m• (c) Copyright 1983 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 4M - Analysis prepared by: ASL Consulting Engineers ell One Jenner, Suite 200 Irvine, CA 92718 ... (714) 727 -7099 two own * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** MULBERRY AVENUE STREET CAPACITY TO R/W * * MAJOR HIGHWAY * w ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TIME /DATE OF STUDY: 15:19 7/ 6/1995 OW * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 .00 .91 2 12.00 .67 3 12.17 .00 4 14.00 .17 EN 5 55.88 1.01 6 56.00 1.51 7 66.00 1.51 SUBCHANNEL SLOPE(FEET /FEET) = .010800 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 SUBCHANNEL FLOW(CFS) = 74.1 SUBCHANNEL FLOW AREA(SQUARE FEET) = 16.34 e.� SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 4.535 SUBCHANNEL FROUDE NUMBER = 1.401 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 50.19 - SUBCHANNEL HYDRAULIC DEPTH(FEET) = .33 * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : im NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 66.00 1.51 Nir 2 76.00 1.51 3 76.13 1.01 4 118.00 .17 5 119.83 .00 6 120.00 .67 7 132.00 .91 rn 1111 SUBCHANNEL SLOPE(FEET /FEET) = .010800 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 Si SUBCHANNEL FLOW(CFS) = 74.1 SUBCHANNEL FLOW AREA(SQUARE FEET) = 16.34 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 4.535 SUBCHANNEL FROUDE NUMBER = 1.401 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 50.19 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .33 TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 148.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 148.22 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION .90 mi 4111 NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. wor OWN OPP MIN w.+ irr _. ... ** RESULTS OF IRREGULAR CHANNEL ANALYSIS ** CALCULATIONS BASED ON MANNINGS EQUATION WITH ALL DIMENSIONS IN FEET OR FEET AND SECONDS (c) Copyright 1983 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 fow r Analysis prepared by: w■ ASL Consulting Engineers One Jenner, Suite 200 Irvine, CA 92718 (714) 727 -7099 aft * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** me SIERRA AVENUE STREET CAPACITY TO R/W * * MODIFIED MAJOR HIGHWAY * ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TIME /DATE OF STUDY: 15:23 7/ 6/1995 * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE pro 1 .00 .87 2 10.00 .67 ori 3 10.17 .00 4 12.00 .17 - 5 62.88 1.19 6 63.00 1.69 7 75.00 1.69 SUBCHANNEL SLOPE(FEET /FEET) = .013300 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 cost or SUBCHANNEL FLOW(CFS) = 70.5 SUBCHANNEL FLOW AREA(SQUARE FEET) = 14.42 or SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 4.889 ► SUBCHANNEL FROUDE NUMBER = 1.543 SUBCHANNEL FLOW TOP - WIDTH(FEET) = 46.22 1 m SUBCHANNEL HYDRAULIC DEPTH(FEET) = .31 * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : NODE NUMBER "X" COORDINATE "Y" COORDINATE or 1 75.00 1.69 2 87.00 1.69 3 87.13 1.19 +� 4 138.00 .17 is 5 139.83 .00 6 140.00 .67 .,, 7 150.00 .87 rr SUBCHANNEL SLOPE(FEET /FEET) = .013300 SUBCHANNEL MANNINGS FRICTION FACTOR = .016000 • SUBCHANNEL FLOW(CFS) = 70.5 SUBCHANNEL FLOW AREA(SQUARE FEET) = 14.42 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 4.889 SUBCHANNEL FROUDE NUMBER = 1.543 SUBCHANNEL FLOW TOP — WIDTH(FEET) = 46.22 SUBCHANNEL HYDRAULIC DEPTH(FEET) = .31 TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 141.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 141.00 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION . 86 NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. pos look rrr :rr NM ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 Analysis prepared by: ASL Consulting Engineers oo' One Jenner, Suite 200 rlri Irvine, CA 92718 (714) 727 -7099 om TIME /DATE OF STUDY: 11:40 7/ 6/1995 ink * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** SOFFIT CAPACITY OF 42" RCP IN SIERRA AVENUE * * im ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 4r ''********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »PIPEFLOW HYDRAULIC INPUT INFORMATION« « Om MO PIPE DIAMETER(FEET) = 3.500 FLOWDEPTH(FEET) = 3.500 41'11 PIPE SLOPE(FEET /FEET) = .0133 MANNINGS FRICTION FACTOR = .013000 >>>» NORMAL DEPTH FLOW(CFS) = 116.03 0 * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** * SOFFIT CAPACITY OF 48" RCP IN JUNIPER AVENUE ini * * ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** mo > »>PIPEFLOW HYDRAULIC INPUT INFORMATION« « mm PIPE DIAMETER(FEET) = 4.000 Am FLOWDEPTH(FEET) = 4.000 PIPE SLOPE(FEET /FEET) = .0123 "" MANNINGS FRICTION FACTOR = .013000 ow >»» NORMAL DEPTH FLOW(CFS) = 159.31 mr 1111 Om MA tie * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * A HYDRAULIC ELEMENTS - I PROGRAM PACKAGE to (C) Copyright 1982 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 Analysis prepared by: ASL Consulting Engineers .. One Jenner, Suite 200 1rr Irvine, CA 92718 (714) 727 -7099 TIME /DATE OF STUDY: 11:44 7/ 6/1995 me to * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** am* SOFFIT CAPACITY OF 3.5' X 6.0' RCB AT CITRUS 101 * * so ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** a ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »CHANNEL INPUT INFORMATION« « mob it NORMAL DEPTH(FEET) = 3.50 CHANNEL Z1(HORIZONTAL /VERTICAL) = .00 00 Z2(HORIZONTAL /VERTICAL) = .00 BASEWIDTH(FEET) = 6.00 CONSTANT CHANNEL SLOPE(FEET /FEET) = .005000 w• MANNINGS FRICTION FACTOR = .0140 M. NORMAL -DEPTH FLOW INFORMATION: >»» NORMAL DEPTH FLOW(CFS) = 216.99 to FLOW TOP-WIDTH(FEET) = 6.00 FLOW AREA(SQUARE FEET) = 21.00 ws HYDRAULIC DEPTH(FEET) = 3.50 FLOW AVERAGE VELOCITY(FEET /SEC.) = 10.33 UNIFORM FROUDE NUMBER = .973 PRESSURE + MOMENTUM(POUNDS) = 6638.32 op AVERAGED VELOCITY HEAD(FEET) = 1.658 AV SPECIFIC ENERGY(FEET) = 5.158 +!�* CRITICAL -DEPTH FLOW INFORMATION: �rf CRITICAL FLOW TOP - WIDTH(FEET) = 6.00 ,,,s,, CRITICAL FLOW AREA(SQUARE FEET) = 20.62 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.44 - CRITICAL FLOW AVERAGE VELOCITY(FEET /SEC.) = 10.52 CRITICAL DEPTH(FEET) = 3.44 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 6636.16 O AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.719 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 5.156 * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** SOFFIT CAPACITY OF 3.5' X 6.0' RCB AT CATAWBA AVENUE rr ,A. * * ▪ ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1411/ **************************************************************************** » »CHANNEL INPUT INFORMATION«« r t NORMAL DEPTH(FEET) = 3.50 CHANNEL Z1(HORIZONTAL /VERTICAL) = .00 "" Z2(HORIZONTAL /VERTICAL) = .00 16 BASEWIDTH(FEET) = 6.00 CONSTANT CHANNEL SLOPE(FEET /FEET) = .009400 MANNINGS FRICTION FACTOR = .0140 ilk NORMAL -DEPTH FLOW INFORMATION: >»» NORMAL DEPTH FLOW(CFS) = 297.53 • FLOW TOP - WIDTH(FEET) = 6.00 FLOW AREA(SQUARE FEET) = 21.00 *. HYDRAULIC DEPTH(FEET) = 3.50 lei FLOW AVERAGE VELOCITY(FEET /SEC.) = 14.17 UNIFORM FROUDE NUMBER = 1.335 o , PRESSURE + MOMENTUM(POUNDS) = 10462.03 AVERAGED VELOCITY HEAD(FEET) = 3.117 SPECIFIC ENERGY(FEET) = 6.617 CRITICAL -DEPTH FLOW INFORMATION: CRITICAL FLOW TOP - WIDTH(FEET) = 6.00 mi CRITICAL FLOW AREA(SQUARE FEET) = 25.46 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.24 CRITICAL FLOW AVERAGE VELOCITY(FEET /SEC.) = 11.69 CRITICAL DEPTH(FEET) = 4.24 von CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 10108.54 1 111 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 2.121 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 6.364 r�r so Oft lr w• sr ant i®r ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -95 Advanced Engineering Software (aes) Ver. 5.1 Release Date: 01/01/95 License ID 1206 e.� err Analysis prepared by: ASL Consulting Engineers orn One Jenner, Suite 200 * Irvine, CA 92718 (714) 727 -7099 MI TIME /DATE OF STUDY: 8:45 7/20/1995 or es * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** AI N SOFFIT CAPACITY OF 42" CHOKE IN CITRUS STORM DRAIN LINE "B" * * 4w******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** »>PIPEFLOW HYDRAULIC INPUT INFORMATION« « kr PIPE DIAMETER(FEET) = 3.500 FLOWDEPTH(FEET) = 3.500 PIPE SLOPE(FEET /FEET) = .0050 MANNINGS FRICTION FACTOR = .013000 >»» NORMAL DEPTH FLOW(CFS) = 71.14 offt MN irr Mg erw in err ...,.........*****r...°M` ' ' ' - - - • . t .*.r.**.......e...*,. . . . -n,..,,,-,,-.., • . . . , GM IN NM • 7 ANO M .57_ 60 a. kw mPID No06S 7 7 f Z CIT) MO g -'. 90q 22* 6 - ?00 tilt 9/1 — I N ti 21.6 l E 7oo ir TtrttCr" NO PPG ANO CAM/Nat- - I O C ? 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MASS RAINFALL 1111 HYDROLOGY MANUAL PLOTTING SHEET 1111 E - 29 FIGURE E -8 1 -10 CHANNEL SAN SEVAINE CHANNEL TO 795 FEET EAST OF SIERRA AVENUE STA to STA D b STA to STA D b 364 +38.00 365 +48.94 Outlet Structure 487 +50.42 497 +50.42 4.5' 20.0' 365 +48.94 365 +75.94 T T 497 +50.42 498 +43.42 T 20.0' 365 +75.94 367 +88.00 7.5' 30.0' 498 +43.42 504 +40.42 4.0' 20.0' 367 +88.00 368 +18.00 7.5' T 504 +40.42 505 +90.42 T T 368 +18.00 368 +54.00 3(12'x7) RCB 505 +90.42 526 +55.42 3.8' 50.0' 368 +54.00 368 +84.00 9.0' T 526 +55.42 527 +00.42 3.8' T 368 +84.00 382 +00.00 9.0' -7.5' 30.0' 527 +00.42 532 +15.42 3.8' 40.0' 382 +00.00 387 +50.00 7.5' 30.0' 532 +15.42 533 +90.42 T T 387 +50.00 389 +00.00 T 30.0' 533 +90.42 539 +75.42 5.0' 12.0' 389 +00.00 404 +60.00 8.5' -6.0' 30.0' 539 +75.42 539 +90.42 5.0' -4.5' 12.0' 404 +60.00 431+00.00 6.0' 30.0' 539 +90.42 552 +41.96 4.5' 12.0' 431 +00.00 431 +60.00 6.0' T 552 +41.96 552 +61.96 4.5' -5.0' T 431 +60.00 440 +00.00 6.0' 20.0' 552 +61.96 553 +75.96 Existing Culvert 440 +00.00 441 +19.59 6.0' -7.0' 20.0' 553 +75.96 554 +01.13 6.0' T 441 +19.59 443 +07.00 7.0' 20.0' -28.0' 554 +01.13 557 +41.13 T 12.0' 443 +07.00 443 +27.68 7.0' T 557 +41.13 568 +06.13 4.5' 12.0' 443 +27.68 445 +31.48 Existing Culvert 568 +06.13 568 +76.13 4.5' -5.5' 12.0' 445 +31.48 445 +55.42 6.2' -5.3' T 568 +76.13 581+66.13 5.5' 12.0' 445 +55.42 446 +50.82 5.3' 29.0' -20.0' 581+66.13 587 +06.13 5.5' -4.5' 12.0' 446 +50.82 460 +40.42 5.3' 20.0' 587 +06.13 593 +56.13 4.5' 12.0' 460 +40.42 461+96.42 T 20.0' 593 +56.13 597 +06.13 T 12.0' 461+96.42 472 +90.42 4.3' 20.0' 597 +06.13 607 +76.74 3.0' 12.0' 472 +90.42 475 +40.42 T 20.0' 607 +76.74 607 +89.49 3.0' T 475 +40.42 484 +90.42 6.0' 20.0' 607 +89.49 609 +66.29 Existing Culvert 484 +90.42 487 +50.42 T 20.0' 609 +66.29 616 +81.94 Varies 12.0' Channel Dimensions: T = Transition b = Bottom Width D = Depth of Channel 2050\006\MisclO.RS am VIM F051 5P PAGE NO 3 or WATER.SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - Pm 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA HEADING LINE NO 2 IS - OW SCENARIO # I FILE: I10CHL12.ELM WADING LINE NO 3 IS - OW RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS mw Iwo WM Imo it arm sw Ir +.n NW oft ON om r Pm IIrATE: 10/13/1995 TIME: 11:41 P"" F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 iiii ARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) ODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP lill CD 1 1 0 0.00 9.00 36.00 0.00 0.00 0.00 ..D 2 1 0 0.00 7.50 30.00 1.50 1.50 0.00 BCD 3 3 2 1.00 7.00 38.00 0.00 0.00 0.00 CD 4 1 0 0.00 9.00 30.00 1.50 1.50 0.00 wiCD 5 1 0 0.00 8.50 30.00 1.50 1.50 0.00 .D 6 1 0 0.00 4.50 10.00 1.50 1.50 0.00 Mr CD 7 1 0 0.00 6.00 30.00 1.50 1.50 0.00 w e 8 1 0 0.00 6.00 20.00 1.50 1.50 0.00 :0 9 1 0 0.00 7.00 20.00 1.50 1.50 0.00 D 10 1 0 0.00 7.00 28.00 1.50 1.50 0.00 CD 11 3 2 1.00 5.25 34.00 0.00 0.00 0.00 111* 12 1 0 0.00 5.30 29.00 1.50 1.50 0.00 jD 13 1 0 0.00 5.30 20.00 1.50 1.50 0.00 CD 14 1 0 0.00 4.30 20.00 1.50 1.50 0.00 040 15 1 0 0.00 6.00 20.00 1.50 1.50 0.00 � y :D 16 1 0 0.00 4.50 20.00 1.50 1.50 0.00 - CD 17 1 0 0.00 4.00 20.00 1.50 1.50 0.00 B CD 18 1 0 0.00 3.80 50.00 1.50 1.50 0.00 :D 19 1 0 0.00 3.80 40.00 1.50 1.50 0.00 irLD 20 1 0 0.00 5.00 12.00 1.50 1.50 0.00 CD 21 1 0 0.00 4.50 12.00 1.50 1.50 0.00 ++*tD 22 3 1 1.00 5.00 17.00 0.00 0.00 0.00 :D 23 1 0 0.00 6.00 12.00 1.50 1.50 0.00 imp CD 24 1 0 0.00 5.50 12.00 1.50 1.50 0.00 0 4D 25 1 0 0.00 3.00 12.00 1.50 1.50 0.00 ;D 26 1 0 0.00 3.50 2.00 1.50 1.50 0.00 lib 27 3 1 1.00 2.00 11.00 0.00 0.00 0.00 CD 28 1 0 0.00 7.50 38.00 0.00 0.00 0.00 sm. D 29 1 0 0.00 9.00 38.00 0.00 0.00 0.00 D 30 1 0 0.00 7.00 34.00 0.00 0.00 0.00 CD 31 1 0 0.00 6.20 34.00 0.00 0.00 0.00 r.fD 32 1 0 0.00 0.50 20.00 1.50 1.50 0.00 To 33 3 0 0.00 3.50 6.00 0.00 0.00 lim 34 1 0 0.00 6.00 17.00 0.00 0.00 0.00 B CD 35 1 0 0.00 4.29 12.00 1.50 1.50 0.00 :D 36 1 0 0.00 3.86 12.00 1.50 1.50 0.00 BD 37 1 0 0.00 3.77 12.00 1.50 1.50 0.00 CD 38 1 0 0.00 3.00 11.00 0.00 0.00 0.00 'mr.D 39 3 2 1.00 9.00 38.00 0.00 0.00 0.00 s;D 40 1 0 0.00 7.00 34.00 0.00 0.00 0.00 CD 41 3 0 0.00 5.00 17.00 0.00 0.00 0.00 pp 42 3 0 0.00 2.00 11.00 0.00 0.00 0.00 I li Ill oft ire on II/ Pm fir F 0 5 1 5 P PAGE NO 2 - WATER.SURFACE PROFILE - ELEMENT CARD LISTING • ELEMENT NO 1 IS A SYSTEM OUTLET * * * Pm U/S DATA STATION INVERT SECT W S ELEV 36438.00 994.21 1 1002.21 MO ELEMENT NO 2 IS A REACH * * * PM U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H • 36548.94 994.65 1 0.014 100.00 0.00 0.00 0 wOLEMENT NO 3 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N MO 36575.94 995.15 4 0.015 Plm :LEMENT NO 4 IS A JUNCTION * * * * * * * • U/S DATA STATION INVERT SECT LAT -1 LAT-2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 36595.94 995.19 4 32 0 0.015 279.0 0.0 1002.17 0.00 90.00 0.00 f^ i NO 5 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H P. 36788.00 995.57 4 0.015 0.00 0.00 0.00 0 ELEMENT NO 6 IS A REACH * * * Pm U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 36884.00 995.77 4 0.015 0.00 0.00 0.00 0 ELEMENT NO 7 IS A TRANSITION * * * sum U/S DATA STATION INVERT SECT N MO 38200.00 998.40 2 0.015 LEMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H MO 38635.00 999.27 2 0.015 0.00 0.00 0.00 0 "LEMENT NO 9 IS A JUNCTION * * * * * * * OM U/S DATA STATION INVERT SECT LAT-1 LAT -2 N 03 04 INVERT -3 INVERT-4 PHI 3 PHI 4 38822.00 999.64 5 6 0 0.015 280.0 0.0 1000.96 0.00 8.50 0.00 rim LEMENT NO 10 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N f•n 40450.00 1002.90 7 0.015 •LEMENT NO 11 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT -3 INVERT-4 PHI 3 PHI 4 °"- 40470.00 1002.94 7 32 0 0.015 220.0 0.0 1008.42 0.00 90.00 0.00 • 04 • MO • 45 40 mom it i11r F 0 5 1 5 P PAGE NO 3 elm WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 12 IS A REACH * * * om U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 41765.00 1005.53 7 0.015 0.00 0.00 0.00 0 110 ELEMENT NO 13 IS A JUNCTION * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 04 INVERT -3 INVERT -4 PHI 3 PHI 4 41785.00 1005.57 7 32 0 0.015 220.0 0.0 1011.09 0.00 90.00 0.00 CLEMENT NO 14 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H fte 43080.00 1008.16 7 0.015 0.00 0.00 0.00 0 NMI LEMENT NO 15 IS A JUNCTION * * * * U/S DATA STATION INVERT SECT LAT-1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 43100.00 1008.20 7 32 0 0.015 308.0 0.0 1013.70 0.00 90.00 0.00 AIM igiLEMENT NO 16 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 43160.00 1009.51 8 0.015 !EMENT NO 17 IS A REACH * * * am U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 44000.00 1014.80 8 0.015 0.00 0.00 0.00 0 kw ELEMENT NO 18 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 44119.59 1015.55 9 0.015 MO ..EMENT NO 19 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 44307.00 1016.73 10 0.015 LEMENT NO 20 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 44531.48 1018.00 10 0.015 0.00 0.00 0.00 0 sift .EMENT NO 21 IS A JUNCTION * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 04 INVERT -3 INVERT -4 PHI 3 PHI 4 an 44555.42 1018.97 12 32 0 0.015 308.0 0.0 1023.74 0.00 90.00 0.00 OMEMENT NO 22 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 44650.82 1019.46 13 0.015 OM mm as w. INN F 0 5 1 5 P PAGE NO 4 WATER.SURFACE PROFILE - ELEMENT CARD LISTING ii ELEMENT NO 23 IS A REACH * * * PM U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 45140.42 1021.95 13 0.015 0.00 0.00 0.00 0 I ELEMENT NO 24 IS A REACH * * * ill U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H a 45805.42 1024.74 13 0.015 0.00 0.00 0.00 0 WILEMENT NO 25 IS A JUNCTION * * * * * * * ON U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT-4 PHI 3 PHI 4 45825.42 1024.82 13 32 0 0.015 283.0 0.0 1029.58 0.00 90.00 0.00 LEMENT NO 26 IS A REACH * * * ill U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 46040.42 1025.73 13 0.015 0.00 0.00 0.00 0 ow CLEMENT NO 27 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 46196.42 1027.38 14 0.015 ELEMENT NO 28 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Po 47135.42 1037.33 14 0.015 0.00 0.00 0.00 0 kr ELEMENT NO 29 IS A JUNCTION * * * * * * * III U/S DATA STATION INVERT SECT LAT -1 LAT-2 N 03 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 MO 47155.42 1037.54 14 32 0 0.015 284.0 0.0 1041.24 0.00 90.00 0.00 p WEMENT NO 30 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ii 47290.42 1038.97 14 0.015 0.00 0.00 0.00 0 ..EMENT NO 31 IS A TRANSITION * * * ill U/S DATA STATION INVERT SECT N 47540.42 1041.63 15 0.015 M LEMENT NO 32 IS A REACH * * * WO U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 48450.42 1043.45 15 0.015 0.00 0.00 0.00 0 imm .EMENT NO 33 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT-2 N 03 Q4 INVERT-3 INVERT -4 PHI 3 PHI 4 OM 48470.42 1043.49 15 32 0 0.015 306.0 0.0 1048.95 0.00 90.00 0.00 PM Oil ma WO Im mil 10 . - ... owl 1111 F 0 5 1 5 P PAGE NO 5 #1R WATER.SURFACE PROFILE - ELEMENT CARD LISTING WO ELEMENT NO 34 IS A REACH * * * olig U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 48490.42 1043.53 15 0.015 0.00 0.00 0.00 0 11 ELEMENT NO 35 IS A REACH * * * , U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H WW 48750.42 1045.06 15 0.015 0.00 0.00 0.00 0 IIELEMENT NO 36 IS A TRANSITION * * * WM U/S DATA STATION INVERT SECT N 48751.42 1045.07 16 0.015 •1 LEMENT NO 37 IS A REACH * * * at U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 49750.42 1050.96 16 0.015 0.00 0.00 0.00 0 poi igLEMENT NO 38 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4111 49775.42 1051.24 16 0.015 0.00 0.00 0.00 1 01LEMENT NO 39 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT-2 N Q3 04 INVERT -3 INVERT-4 PHI 3 PHI 4 49795.42 1051.47 16 32 0 0.015 306.0 0.0 1055.36 0.00 90.00 0.00 iii ELEMENT NO 40 IS A REACH * * * PO U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 50093.16 1054.83 16 0.015 500.00 0.00 0.00 0 NO 0 4LEMENT NO 41 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N hp 50440.42 1058.76 17 0.015 :LEMENT NO 42 IS A TRANSITION * * * INI U/S DATA STATION INVERT SECT N 50590.42 1062.86 18 0.015 P :LEMENT NO 43 IS A REACH * * NW U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 50622.35 1062.92 18 0.015 0.00 0.00 0.00 0 iiiLEMENT NO 44 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H OW 50743.86 1063.14 18 0.015 200.00 0.00 0.00 0 10 ELEMENT NO 45 IS A REACH * * * 11O U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51193.03 1063.95 18 0.015 0.00 0.00 0.00 0 10 op iiii pm ii pm Nr �. �. . - ow 9w F 0 5 1 5 P PAGE NO 6 no WATER-SURFACE PROFILE - ELEMENT CARD LISTING ill ELEMENT NO 46 IS A REACH * * * Oo U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51235.42 1064.03 18 0.015 200.00 0.00 0.00 0 60 ELEMENT NO 47 IS A JUNCTION * * * * * * * 411 U/S DATA STATION INVERT SECT LAT-1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 ill 51255.42 1064.06 18 32 0 0.015 304.0 0.0 1067.35 0.00 90.00 0.00 miLEMENT NO 48 IS A REACH * * * am U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51306.18 1064.15 18 0.015 200.00 0.00 0.00 0 MN' _EMENT NO 49 IS A REACH * * * 60 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51786.11 1065.01 18 0.015 0.00 0.00 0.00 0 ow i NO 50 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Ow 52025.43 1065.44 18 0.015 500.00 0.00 0.00 0 'ILEMENT NO 51 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 52635.42 1066.54 18 0.015 200.00 0.00 0.00 0 kw ELEMENT NO 52 IS A JUNCTION * * * * * * * !m U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 52655.42 1066.57 18 32 0 0.015 304.0 0.0 1069.85 0.00 90.00 0.00 EMENT NO 53 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N by 52700.42 1066.65 19 0.015 CEMENT NO 54 IS A REACH * * * ill U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 52727.52 1066.70 19 0.015 0.00 0.00 0.00 0 Om EMENT NO 55 IS A REACH * * * iro U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Ow 52798.25 1066.83 19 0.015 1000.00 0.00 0.00 0 MENT NO 56 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H a"' 53215.42 1067.58 19 0.015 0.00 0.00 0.00 0 60 ELEMENT NO 57 IS A TRANSITION * * * OW U/S DATA STATION INVERT SECT N 53390.42 1067.90 20 0.015 OW ow Mr von im wOO IOW Po MM F 0 5 1 5 P PAGE NO 7 OM WATER.SURFACE PROFILE - ELEMENT CARD LISTING MO ELEMENT NO 58 IS A REACH * * * PM U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 53733.48 1069.62 20 0.015 0.00 0.00 0.00 0 MP ELEMENT NO 59 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 6 53885.20 1070.38 20 0.015 0.00 0.00 0.00 0 IMLEMENT NO 60 IS A REACH * * * ii U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 53955.42 1070.73 20 0.015 0.00 0.00 0.00 0 IN LEMENT NO 61 IS A JUNCTION * * * * * * * IN U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT-4 PHI 3 PHI 4 53975.42 1070.82 20 33 0 0.015 364.0 0.0 1070.99 0.00 45.00 0.00 PM ULEMENT NO 62 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N MN 53990.42 1071.67 21 0.015 I FLEMENT NO 63 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H PM 55181.96 1081.44 21 0.015 0.00 0.00 0.00 0 NO ELEMENT NO 64 IS A JUNCTION * * * * * * * - U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 MI 55201.96 1081.60 21 33 0 0.015 382.0 0.0 1081.50 0.00 90.00 0.00 p i l LEMENT NO 65 IS A REACH * * * 3 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ill 55241.96 1081.93 21 0.015 0.00 0.00 0.00 0 I IPLEMENT NO 66 IS A TRANSITION * * * NI U/S DATA STATION INVERT SECT N 55261.96 1082.10 41 0.015 PM mi LEMENT NO 67 IS A BRIDGE EXIT * U/S DATA STATION INVERT SECT 55261.96 1082.10 22 OP L EMENT NO 68 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 00 55375.96 1082.68 22 0.014 0.00 0.00 0.00 0 ii ELEMENT NO 69 IS A BRIDGE ENTRANCE * Oft U/S DATA STATION INVERT SECT FP 55375.96 1082.68 22 1.000 MO on NO Pm 10 ou wm do F0515P PAGE NO 8 w°' WATER.SURFACE PROFILE - ELEMENT CARD LISTING MO ELEMENT NO 70 IS A TRANSITION * * * igo U/S DATA STATION INVERT SECT N 55401.13 1084.02 23 0.015 MO ELEMENT NO 71 IS A REACH * * * OM U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H MM 55555.68 1084.70 23 0.015 200.00 0.00 0.00 0 00LEMENT NO 72 IS A REACH * * * MO U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 55660.70 1085.16 23 0.015 200.00 0.00 0.00 0 NM LEMENT NO 73 IS A TRANSITION * * * OW U/S DATA STATION INVERT SECT N 55741.13 1085.51 21 0.015 mm • LEMENT NO 74 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H wom 56806.13 1090.20 21 0.015 0.00 0.00 0.00 0 I TLEMENT NO 75 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N !^ 56876.13 1090.51 24 0.015 1r ELEMENT NO 76 IS A JUNCTION * * * * * * * - U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 VI 56896.13 1090.60 24 32 0 0.015 328.0 0.0 1095.55 0.00 90.00 0.00 ALEMENT NO 77 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H OM 57156.13 1091.74 24 0.015 0.00 0.00 0.00 0 mi LEMENT NO 78 IS A REACH * * * Ow U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 58166.13 1093.76 24 0.015 0.00 0.00 0.00 0 w LEMENT NO 79 IS A REACH * * * km U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H gm 58191.13 1093.81 24 0.015 0.00 0.00 0.00 0 OWLEMENT NO 80 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT-2 N Q3 04 INVERT-3 INVERT-4 PHI 3 PHI 4 an 58211.13 1093.85 24 32 0 0.015 329.0 0.0 1098.83 0.00 90.00 0.00 IM ELEMENT NO 81 IS A TRANSITION * * * OM U/S DATA STATION INVERT SECT N 58706.13 1094.84 21 0.015 MW Om IM om Am imp WI on rm/ F 0 5 1 5 P PAGE NO 9 - WATER.SURFACE PROFILE - ELEMENT CARD LISTING ill ELEMENT NO 82 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H PM 59356.13 1096.14 21 0.015 0.00 0.00 0.00 0 ELEMENT NO 83 IS A REACH * * * PP U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Mr 59406.13 1096.24 21 0.015 0.00 0.00 0.00 0 ELEMENT NO 84 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 59506.13 1097.39 21 0.015 0.00 0.00 0.00 0 iiii :LEMENT NO 85 IS A JUNCTION * * * * * * * illi U/S DATA STATION INVERT SECT LAT -1 LAT-2 N 03 04 INVERT -3 INVERT-4 PHI 3 PHI 4 59526.13 1097.62 21 32 0 0.015 256.0 0.0 1100.81 0.00 90.00 0.00 gm CLEMENT NO 86 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H om 59706.13 1099.69 21 0.015 0.00 0.00 0.00 0 II ILEMENT NO 87 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N Pm 59707.13 1099.70 25 0.015 is. ELEMENT NO 88 IS A REACH * * * °" U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 59878.70 1101.67 25 0.015 0.00 0.00 0.00 0 NW w iLEMENT NO 89 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H fa" 60042.11 1103.55 25 0.015 500.00 0.00 0.00 0 MIR LEMENT NO 90 IS A REACH * * * time U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60156.13 1104.87 25 0.015 0.00 0.00 0.00 0 Pm LEMENT NO 91 IS A REACH * * * lei U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60647.45 1105.85 25 0.015 0.00 0.00 0.00 0 OP LEMENT NO 92 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H um 60721.13 1106.00 25 0.015 500.00 0.00 0.00 0 MN ELEMENT NO 93 IS A REACH * * * 411 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60756.13 1106.49 25 0.015 500.00 0.00 0.00 0 ii ELEMENT NO 94 IS A JUNCTION * * * * * * * OR U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 ii 60789.49 1106.95 42 26 0 0.015 197.0 0.0 1106.85 0.00 90.00 0.00 w NO NM ill e•• hi F 0 5 1 5 P PAGE NO 10 __ WATER.SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 95 IS A BRIDGE EXIT U/S DATA STATION INVERT SECT PP 60789.49 1106.95 27 OP ELEMENT NO 96 IS A REACH MN U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H OM 60966.29 1108.00 27 0.014 0.00 0.00 0.00 0 CLEMENT NO 97 IS A BRIDGE ENTRANCE U/S DATA STATION INVERT SECT FP 60966.29 1108.00 27 1.000 MI LEMENT NO 98 IS A TRANSITION U/S DATA STATION INVERT SECT N 61671.45 1108.71 25 0.015 OP IIIIMENT NO 99 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV PP 61671.45 1108.71 25 1109.96 I iI EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING pm km Mm 0 NIPM OW w.. PM MM MP 10 OM NM pp pow •CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 1 WATER SURFACE PROFILE LISTING "' 100 YEAR.AMC 1II HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL12.ELM MM RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS N ATION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER ::/ELEM SO SF AVE HF NORM DEPTH ZR 1m6438.00 994.21 8.001 1002.211 5338.0 18.53 5.333 1007.544 4.99 8.808 9.00 36.00 0.00 0 0.00 2.01 0.00397 .003108 0.01 7.365 0.00 Pm 6440.01 994.22 8.006 1002.224 5338.0 18.52 5.326 1007.550 4.99 8.808 9.00 36.00 0.00 0 0.00 87.87 0.00397 .002903 0.26 7.365 0.00 OM 116527.88 994.57 8.397 1002.963 5338.0 17.66 4.842 1007.805 4.53 8.808 9.00 36.00 0.00 0 0.00 ww 21.06 0.00397 .002527 0.05 7.365 0.00 1 16548.94 994.65 8.808 1003.458 5338.0 16.83 4.401 1007.859 0.00 8.808 9.00 36.00 0.00 0 0.00 w e ANS STR 0.01852 .001671 0.05 0.00 36575.94 995.15 11.574 1006.724 5338.0 9.74 1.473 1008.197 0.00 8.560 9.00 30.00 1.50 0 0.00 III "OCT STR 0.00200 .000576 0.01 1.50 4,6595.94 995.19 11.949 1007.139 5059.0 8.83 1.212 1008.351 0.00 8.296 9.00 30.00 1.50 0 0.00 II 192.06 0.00198 .000545 0.10 8.301 1.50 ' 995.57 11.559 1007.129 5059.0 9.25 1.327 1008.456 0.00 8.296 9.00 30.00 1.50 0 0.00 96.00 0.00208 .000600 0.06 8.184 1.50 mw 6884.00 995.77 11.348 1007.118 5059.0 9.48 1.396 1008.514 0.00 8.296 9.00 30.00 1.50 0 0.00 TRANS STR 0.00200 .000996 1.31 1.50 *200.00 998.40 9.174 1007.574 5059.0 12.60 2.466 1010.040 0.00 8.296 7.50 30.00 1.50 0 0.00 Pm 152.83 0.00200 .001470 0.22 8.277 1.50 38352.83 998.71 8.846 1007.552 5059.0 13.22 2.712 1010.264 0.00 8.296 7.50 30.00 1.50 0 0.00 MP 145.48 0.00200 .001681 0.24 8.277 1.50 38498.31 999.00 8.529 1007.526 5059.0 13.86 2.984 1010.510 0.00 8.296 7.50 30.00 1.50 0 0.00 MO MI 96.57 0.00200 .001888 0.18 8.277 1.50 eye MM in err t .. .. w ,., a A.Jr ., ., .•aewrw.,,..�,,. ..._.. .�.. _, .. P" LICENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 2 WATER SURFACE PROFILE LISTING - 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL12.ELM RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS um ;TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR illi ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER mm . /ELEM SO SF AVE HF NORM DEPTH ZR P 999.19 8.296 1007.486 5059.0 14.37 3.205 1010.691 0.00 8.296 7.50 30.00 1.50 0 0.00 im HYDRAULIC JUMP 1.50 PP ;8594.88 999.19 8.277 1007.467 5059.0 14.41 3.224 1010.691 0.00 8.296 7.50 30.00 1.50 0 0.00 kit 32.54 0.00200 .002000 0.07 8.277 1.50 mil 1108627.42 999.25 8.277 1007.532 5059.0 14.41 3.224 1010.756 0.00 8.296 7.50 30.00 1.50 0 0.00 pm 7.58 0.00200 .001992 0.02 8.277 1.50 48635.00 999.27 8.296 1007.566 5059.0 14.37 3.205 1010.771 0.00 8.296 7.50 30.00 1.50 0 0.00 j4 gala Y I INCT STR 0.00198 .001491 0.28 1.50 he 38822.00 999.64 9.689 1009.329 4779.0 11.08 1.905 1011.234 0.00 8.025 8.50 30.00 1.50 0 0.00 Polo ' STR 0.00200 1.50 aN? 6 '0450.00 1002.90 8.025 1010.925 4779.0 14.17 3.116 1014.041 0.00 8.025 .00 30.00 1.50 0 0.00 AZ AIRAS CT STR 0.00200 .001485 0.03 1.50 X0470.00 1002.94 9.520 1012.460 4559.0 10.81 1.816 1014.276 0.00 7.806 6.00 30.00 1.50 0 0.00 ill 163.01 0.00200 .001041 0.17 7.816 1.50 Po 0633.01 1003.27 9.182 1012.448 4559.0 11.34 1.998 1014.446 0.00 7.806 6.00 30.00 1.50 0 0.00 158.06 0.00200 .001190 0.19 7.816 1.50 MP 0791.07 1003.58 8.854 1012.436 4559.0 11.90 2.197 1014.633 0.00 7.806 6.00 30.00 1.50 0 0.00 PP 153.50 0.00200 .001360 0.21 7.816 1.50 1 40944.57 1003.89 8.536 1012.425 4559.0 12.48 2.417 1014.842 0.00 7.806 6.00 30.00 1.50 0 0.00 011 149.80 0.00200 .001555 0.23 7.816 1.50 iii 41094.37 1004.19 8.228 1012.417 4559.0 13.09 2.659 1015.076 0.00 7.806 6.00 30.00 1.50 0 0.00 w NI 149.48 0.00200 .001779 0.27 7.816 1.50 wn ii I. mili i1NICENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 3 WATER SURFACE PROFILE LISTING 0104 100 YEAR•AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL12.ELM RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS PM _;TATION INVERT DEPTH W.S. G VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR RN ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER !. /ELEM SO SF AVE HF NORM DEPTH ZR it IN*1243.85 1004.49 7.929 1012.417 4559.0 13.72 2.925 1015.342 0.00 7.806 6.00 30.00 1.50 0 0.00 ig 65.09 0.00200 .001949 0.13 7.816 1.50 ew 1308.94 1004.62 7.816 1012.434 4559.0 13.98 3.035 1015.469 0.00 7.806 6.00 30.00 1.50 0 0.00 W 456.06 0.00200 .002000 0.91 7.816 1.50 ow 611765.00 1005.53 7.816 1013.346 4559.0 13.98 3.035 1016.381 0.00 7.806 6.00 30.00 1.50 0 0.00 BAAM NA UNCT STR 0.00200 .001480 0.03 1.50 "1785.00 1005.57 9.298 1014.868 4339.0 10.62 1.751 1016.619 0.00 7.582 6.00 30.00 1.50 0 0.00 160.89 0.00200 .001029 0.17 7.605 1.50 41945.89 1005.89 8.967 1014.859 4339.0 11.14 1.926 1016.785 0.00 7.582 6.00 30.00 1.50 0 0.00 Pm is 156.32 0.00200 .001176 0.18 7.605 1.50 42102.21 1006.20 8.646 1014.850 4339.0 11.68 2.118 1016.968 0.00 7.582 6.00 30.00 1.50 0 0.00 all 152.34 0.00200 .001345 0.20 7.605 1.50 PO 2254.55 1006.51 8.334 1014.843 4339.0 12.25 2.330 1017.173 0.00 7.582 6.00 30.00 1.50 0 0.00 93.62 0.00200 .001491 0.14 7.605 1.50 ow 66 2348.17 1006.70 8.162 1014.858 4339.0 12.58 2.459 1017.317 0.00 7.582 6.00 30.00 1.50 0 0.00 HYDRAULIC JUMP 1.50 PM 442348.17 1006.70 7.023 1013.719 4339.0 15.24 3.608 1017.327 0.00 7.582 6.00 30.00 1.50 0 0.00 PP 109.10 0.00200 .002844 0.31 7.605 1.50 ig 42457.27 1006.91 6.779 1013.694 4339.0 15.93 3.942 1017.636 0.00 7.582 6.00 30.00 1.50 0 0.00 u! 112.90 0.00200 .003245 0.37 7.605 1.50 42570.17 1007.14 6.526 1013.666 4339.0 16.71 4.336 1018.002 0.00 7.582 6.00 30.00 1.50 0 0.00 Mg IN 109.41 0.00200 .003719 0.41 7.605 1.50 am IN rim im Pow imiCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 4 WATER SURFACE PROFILE LISTING A 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL12.ELM RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS RR TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 11111 /ELEM SO SF AVE HF NORM DEPTH ZR al 1.12679.58 1007.36 6.280 1013.639 4339.0 17.53 4.770 1018.409 0.00 7.582 6.00 30.00 1.50 0 0.00 he 105.71 0.00200 .004265 0.45 7.605 1.50 P R 2785.29 1007.57 6.042 1013.613 4339.0 18.38 5.247 1018.860 0.00 7.582 6.00 30.00 1.50 0 0.00 101.97 0.00200 .004892 0.50 7.605 1.50 PM 02887.26 1007.77 5.813 1013.588 4339.0 19.28 5.772 1019.360 0.00 7.582 6.00 30.00 1.50 0 0.00 • 98.22 0.00200 .005612 0.55 7.605 1.50 2985.48 1007.97 5.590 1013.561 4339.0 20.22 6.349 1019.910 0.00 7.582 6.00 30.00 1.50 0 0.00 pm 94.52 0.00200 .006443 0.61 7.605 1.50 43080.00 1008.16 5.375 1013.535 4339.0 21.21 6.984 1020.519 0.00 7.582 6.00 30.00 1.50 0 0.00 P" A LMOND i STR 0.00200 .008934 0.18 1.50 43100.00 1008.20 4.510 1012.710 4031.0 24.31 9.179 1021.889 0.00 7.259 6.00 30.00 1.50 0 0.00 SANS STR 0.02183 .008412 0.50 1.50 "3160.00 1009.51 6.561 1016.071 4031.0 20.59 6.583 1022.654 0.00 8.650 6.00 20.00 1.50 0 0.00 do 78.01 0.00630 .005803 0.45 6.429 1.50 mm 3238.01 1010.00 6.584 1016.585 4031.0 20.49 6.521 1023.106 0.00 8.650 6.00 20.00 1.50 0 0.00 do P R 396.26 0.00630 .005406 2.14 6.429 1.50 ad3634.27 1012.50 6.823 1019.320 4031.0 19.54 5.928 1025.248 0.00 8.650 6.00 20.00 1.50 0 0.00 MN 186.97 0.00630 .004734 0.89 6.429 1.50 43821.24 1013.67 7.070 1020.744 4031.0 18.63 5.389 1026.133 0.00 8.650 6.00 20.00 1.50 0 0.00 mm 109.72 0.00630 .004147 0.46 6.429 1.50 did 43930.96 1014.37 7.324 1021.689 4031.0 17.76 4.899 1026.588 0.00 8.650 6.00 20.00 1.50 0 0.00 Om dd 69.04 0.00630 .003634 0.25 6.429 1.50 Po 611 pm Pr r* iliCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 5 WATER SURFACE PROFILE LISTING ** 100 YEAR .AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL12.ELM RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS OP L TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR IM ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER r SO SF AVE HF NORM DEPTH ZR 46000.00 1014.80 7.585 1022.385 4031.0 16.94 4.454 1026.839 0.00 8.650 6.00 20.00 1.50 0 0.00 TRANS STR 0.00627 .002727 0.33 1.50 MI 019.59 1015.55 8.650 1024.200 4031.0 14.13 3.101 1027.301 0.00 8.650 7.00 20.00 1.50 0 0.00 TRANS STR 0.00630 1.50 o w 0307.00 1016.73 5.637 1022.367 4031.0 19.62 5.975 1028.342 0.00 7.500 7.00 28.00 1.50 0 0.00 1,224.48 0.00566 .005703 1.28 5.646 1.50 IR531.48 1018.00 5.630 1023.630 4031.0 19.64 5.992 1029.622 0.00 7.500 7.00 28.00 1.50 0 0.00 ti 62RY JCT STR 0.04052 .006774 0.16 1.50 44555.42 1018.97 4.833 1023.803 3723.0 21.25 7.013 1030.816 0.00 7.039 5.30 29.00 1.50 0 0.00 IONS STR 0.00514 .006336 0.60 1.50 0 0650.82 1019.46 6.612 1026.072 3723.0 18.82 5.499 1031.571 0.00 8.277 5.30 20.00 1.50 0 0.00 EP 29.54 0.00509 .004832 0.14 6.524 1.50 ,680.36 1019.61 6.618 1026.228 3723.0 18.80 5.487 1031.715 0.00 8.277 5.30 20.00 1.50 0 0.00 460.06 0.00509 .004524 2.08 6.524 1.50 i* • +140.42 1021.95 6.858 1028.808 3723.0 17.92 4.988 1033.796 0.00 8.277 5.30 20.00 1.50 0 0.00 O M 665.00 0.00419 .004337 2.88 6.871 1.50 Polk 111805.42 1024.74 6.764 1031.504 3723.0 18.26 5.177 1036.681 0.00 8.277 5.30 20.00 1.50 0 0.00 260woov OPiJCT STR 0.00400 .006161 0.12 1.50 1 45825.42 1024.82 5.549 1030.369 3440.0 21.89 7.438 1037.807 0.00 7.920 5.30 20.00 1.50 0 0.00 IMI! 96.80 0.00423 .008283 0.80 6.569 1.50 45922.22 1025.23 5.400 1030.630 3440.0 22.67 7.979 1038.609 0.00 7.920 5.30 20.00 1.50 0 0.00 6118.20 0.00423 .009319 1.10 6.569 1.50 Iii/ ow Im ICENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 6 WATER SURFACE PROFILE LISTING mm 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA • SCENARIO # I FILE: I1OCHL12.ELM RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS Om _,TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER OM /ELEM SO SF AVE HF NORM DEPTH ZR .06040.42 1025.73 5.204 1030.934 3440.0 23.77 8.777 1039.711 0.00 7.920 5.30 20.00 1.50 0 0.00 TRANS STR 0.01058 .009844 1.54 1.50 ivy 6196.42 1027.38 5.233 1032.613 3440.0 23.60 8.649 1041.262 0.00 7.920 4.30 20.00 1.50 0 0.00 iM 329.28 0.01060 .009299 3.06 5.114 1.50 vim W6525.70 1030.87 5.373 1036.242 3440.0 22.82 8.083 1044.325 0.00 7.920 4.30 20.00 1.50 0 0.00 up 231.77 0.01060 .008297 1.92 5.114 1.50 i t 1 6757.47 1033.33 5.575 1038.900 3440.0 21.75 7.348 1046.248 0.00 7.920 4.30 20.00 1.50 0 0.00 mit 137.57 0.01060 .007255 1.00 5.114 1.50 kW 46895.04 1034.78 5.784 1040.567 3440.0 20.74 6.680 1047.247 0.00 7.920 4.30 20.00 1.50 0 0.00 mm i 92.32 0.01060 .006345 0.59 5.114 1.50 1987.36 1035.76 5.999 1041.760 3440.0 19.78 6.073 1047.833 0.00 7.920 4.30 20.00 1.50 0 0.00 • 65.53 0.01060 .005551 0.36 5.114 1.50 • 7052.89 1036.46 6.220 1042.676 3440.0 18.86 5.521 1048.197 0.00 7.920 4.30 20.00 1.50 0 0.00 fri 47.69 0.01060 .004858 0.23 5.114 1.50 am '100.58 1036.96 6.448 1043.409 3440.0 17.98 5.019 1048.428 0.00 7.920 4.30 20.00 1.50 0 0.00 34.84 0.01060 .004252 0.15 5.114 1.50 *017135.42 1037.33 6.684 1044.014 3440.0 17.14 4.563 1048.577 0.00 7.920 4.30 20.00 1.50 0 0.00 ave ©,4k INN CT STR 0.01050 .005659 0.11 1.50 47155.42 1037.54 5.394 1042.934 3156.0 20.83 6.735 1049.669 0.00 7.546 4.30 20.00 1.50 0 0.00 MO 36.18 0.01059 .007210 0.26 4.876 1.50 47191.60 1037.92 5.451 1043.374 3156.0 20.55 6.557 1049.931 0.00 7.546 4.30 20.00 1.50 0 0.00 PP 98.82 0.01059 .006629 0.66 4.876 1.50 mM owl imCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 7 WATER SURFACE PROFILE LISTING ■* 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I1OCHL12.ELM RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR Oil ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 04 /ELEM SO SF AVE HF NORM DEPTH ZR 467290.42 1038.97 5.655 1044.625 3156.0 19.59 5.961 1050.586 0.00 7.546 4.30 20.00 1.50 0 0.00 !LS STR 0.01064 .004154 1.04 1.50 411 540.42 1041.63 7.546 1049.176 3156.0 13.35 2.769 1051.945 0.00 7.546 6.00 20.00 1.50 0 0.00 55.17 0.00200 .002061 0.11 7.665 1.50 ow 101 7595.59 1041.74 7.665 1049.405 3156.0 13.07 2.653 1052.058 0.00 7.546 6.00 20.00 1.50 0 0.00 854.83 0.00200 .002000 1.71 7.665 1.50 *450.42 1043.45 7.665 1051.115 3156.0 13.07 2.653 1053.768 0.00 7.546 6.00 20.00 1.50 0 0.00 me I STR 0.00200 .001371 0.03 1.50 48470.42 1043.49 9.415 1052.905 2850.0 8.87 1.222 1054.127 0.00 7.124 6.00 20.00 1.50 0 0.00 PM 20.00 0.00200 .000749 0.01 7.261 1.50 IN 48490.42 1043.53 9.375 1052.905 2850.0 8.92 1.237 1054.142 0.00 7.124 6.00 20.00 1.50 0 0.00 0 . a 33.19 0.00588 .000802 0.03 5.421 1.50 00 3523.61 1043.72 9.098 1052.823 2850.0 9.31 1.346 1054.169 0.00 7.124 6.00 20.00 1.50 0 0.00 HYDRAULIC JUMP 1.50 1523.61 1043.72 5.418 1049.143 2850.0 18.70 5.431 1054.574 0.00 7.124 6.00 20.00 1.50 0 0.00 ON 226.81 0.00588 .005900 1.34 5.421 1.50 som 110750.42 1045.06 5.416 1050.476 2850.0 18.71 5.436 1055.912 0.00 7.124 6.00 20.00 1.50 0 0.00 OWNS STR 0.01000 .005901 0.01 1.50 48751.42 1045.07 5.418 1050.488 2850.0 18.70 5.431 1055.919 0.00 7.124 4.50 20.00 1.50 0 0.00 OA 213.48 0.00590 .005897 1.26 5.418 1.50 48964.90 1046.33 5.418 1051.747 2850.0 18.70 5.431 1057.178 0.00 7.124 4.50 20.00 1.50 0 0.00 PO ii1785.52 0.00590 .005545 4.36 5.418 1.50 . Nw -.--- w.wrc...e. 'k d »+a�•ro . ...w,.u.. _., .. _ , ... , .r,...,«.N§++>wn�rvmw , w+,' 't .. -. .., , .....,. w, .w...,... w.+vn+.,..w.. ow i A.S.L. CONSULTING ENGINEERS F0515P PAGE 8 WATER SURFACE PROFILE LISTING ww 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL12.ELM RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS NATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 4114 /ELEM SO SF AVE HF NORM DEPTH ZR $9750.42 1050.96 5.610 1056.570 2850.0 17.88 4.963 1061.533 0.00 7.124 4.50 20.00 1.50 0 0.00 25.00 0.01120 .004986 0.12 4.535 1.50 ▪ 9775.42 1051.24 5.739 1056.979 2850.0 17.36 4.678 1061.657 0.00 7.124 4.50 20.00 1.50 0 0.00 L 66C H JUNCT STR 0.01150 .007313 0.15 1.50 OW 101 9795.42 1051.47 4.412 1055.882 2544.0 21.66 7.285 1063.167 1.26 6.678 4.50 20.00 1.50 0 0.00 111.98 0.01128 .009608 1.08 4.247 1.50 1 0 , 9907.40 1052.73 4.474 1057.208 2544.0 21.29 7.037 1064.245 1.22 6.678 4.50 20.00 1.50 0 0.00 ! 0.01128 .008774 1.63 4.247 1.50 it 50093.16 1054.83 4.647 1059.477 2544.0 20.30 6.397 1065.874 0.00 6.678 4.50 20.00 1.50 0 0.00 ww kNS STR 0.01132 .005979 2.08 1.50 MO 50440.42 1058.76 5.750 1064.510 2544.0 15.46 3.709 1068.219 0.00 6.678 4.00 20.00 1.50 0 0.00 ww URNS STR 0.02733 .003006 0.45 1.50 * 1062.86 4.135 1066.995 2544.0 10.95 1.861 1068.856 0.00 4.135 3.80 50.00 1.50 0 0.00 • 31.93 0.00188 .002109 0.07 4.348 1.50 wow )622.35 1062.92 4.277 1067.197 2544.0 10.54 1.726 1068.923 0.62 4.135 3.80 50.00 1.50 0 0.00 it 121.51 0.00181 .001916 0.23 4.396 1.50 X1743.86 1063.14 4.373 1067.513 2544.0 10.29 1.643 1069.156 0.00 4.135 3.80 50.00 1.50 0 0.00 0• 233.79 0.00180 .001823 0.43 4.401 1.50 • 977.65 1063.56 4.401 1067.963 2544.0 10.21 1.620 1069.583 0.00 4.135 3.80 50.00 1.50 0 0.00 Ii 215.38 0.00180 .001803 0.39 4.401 1.50 ON 51193.03 1063.95 4.401 1068.351 2544.0 10.21 1.620 1069.971 0.59 4.135 3.80 50.00 1.50 0 0.00 mn ag 42.39 0.00189 .001816 0.08 4.343 1.50 w Mr um pm yrCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 9 WATER SURFACE PROFILE LISTING mm 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL12.ELM bo RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS w ;TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR MI! ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER SO SF AVE HF NORM DEPTH ZR ib 1235.42 1064.03 4.384 1068.414 2544.0 10.26 1.634 1070.048 0.00 4.135 3.80 50.00 1.50 0 0.00 EZM • NCT STR 0.00150 .001236 0.02 1.50 • 1255.42 1064.06 5.523 1069.583 2240.0 6.96 0.752 1070.335 0.29 3.812 3.80 50.00 1.50 0 0.00 50.76 0.00177 .000661 0.03 4.104 1.50 1306.18 1064.15 5.440 1069.590 2240.0 7.08 0.778 1070.368 0.00 3.812 3.80 50.00 1.50 0 0.00 NM 136.92 0.00179 .000731 0.10 4.091 1.50 1443.10 1064.39 5.217 1069.612 2240.0 7.43 0.856 1070.468 0.00 3.812 3.80 50.00 1.50 0 0.00 136.29 0.00179 .000843 0.11 4.091 1.50 51579.39 1064.64 5.002 1069.642 2240.0 7.79 0.942 1070.584 0.00 3.812 3.80 50.00 1.50 0 0.00 MO 137.82 0.00179 .000974 0.13 4.091 1.50 MO 1717.21 1064.89 4.795 1069.682 2240.0 8.17 1.036 1070.718 0.00 3.812 3.80 50.00 1.50 0 0.00 IN 68.90 0.00179 .001082 0.07 4.091 1.50 x"°1786.11 1065.01 4.697 1069.707 2240.0 8.36 1.085 1070.792 0.16 3.812 3.80 50.00 1.50 0 0.00 • 147.47 0.00180 .001207 0.18 4.088 1.50 esw 1933.58 1065.28 4.502 1069.777 2240.0 8.77 1.194 1070.971 0.17 3.812 3.80 50.00 1.50 0 0.00 flll 91.85 0.00180 .001350 0.12 4.088 1.50 X2025.43 1065.44 4.395 1069.835 2240.0 9.01 1.259 1071.094 0.46 3.812 3.80 50.00 1.50 0 0.00 Sit 201.32 0.00180 .001514 0.30 4.084 1.50 52226.75 1065.80 4.211 1070.014 2240.0 9.45 1.385 1071.399 0.50 3.812 3.80 50.00 1.50 0 0.00 I~ 329.68 0.00180 .001713 0.56 4.084 1.50 OW 52556.43 1066.40 4.084 1070.481 2240.0 9.77 1.483 1071.964 0.53 3.812 3.80 50.00 1.50 0 0.00 Om jr 78.99 0.00180 .001802 0.14 4.084 1.50 om Mm �w. Yw A. aliCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 10 WATER SURFACE PROFILE LISTING wm 100 YEAR.AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL12.ELM RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS Om ;T ATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 1.111 /ELEM SO SF AVE HF NORM DEPTH ZR 62635.42 1066.54 4.084 1070.624 2240.0 9.77 1.483 1072.107 0.00 3.812 3.80 50.00 1.50 0 0.00 PoPi-42 JUNCT STR 0.00150 .001201 0.02 1.50 2655.42 1066.57 5.178 1071.748 1936.0 6.47 0.650 1072.398 0.00 3.471 3.80 50.00 1.50 0 0.00 11r TRANS STR 0.00178 .000932 0.04 1.50 moo 1012700.42 1066.65 4.716 1071.366 1936.0 8.72 1.181 1072.547 0.00 3.965 3.80 40.00 1.50 0 0.00 m1 27.10 0.00185 .001282 0.03 4.224 1.50 2727.52 1066.70 4.680 1071.380 1936.0 8.80 1.202 1072.582 0.07 3.965 3.80 40.00 1.50 0 0.00 70.73 0.00184 .001344 0.10 4.229 1.50 52798.25 1066.83 4.590 1071.420 1936.0 9.00 1.256 1072.676 0.00 3.965 3.80 40.00 1.50 0 0.00 NO 28.25 0.00180 .001399 0.04 4.256 1.50 42826.50 1066.88 4.568 1071.449 1936.0 9.05 1.271 1072.720 0.00 3.965 3.80 40.00 1.50 0 0.00 41DRAULIC JUMP 1.50 1111 '12826.50 1066.88 3.412 1070.293 1936.0 12.58 2.456 1072.749 0.00 3.965 3.80 40.00 1.50 0 0.00 kW 18.04 0.00180 .003930 0.07 4.256 1.50 offt 2844.54 1066.91 3.356 1070.269 1936.0 12.81 2.548 1072.817 0.00 3.965 3.80 40.00 1.50 0 0.00 ow 44.41 0.00180 .004358 0.19 4.256 1.50 wpo SO2888.95 1066.99 3.215 1070.208 1936.0 13.43 2.802 1073.010 0.00 3.965 3.80 40.00 1.50 0 0.00 A 44.57 0.00180 .005043 0.22 4.256 1.50 52933.52 1067.07 3.079 1070.152 1936.0 14.09 3.083 1073.235 0.00 3.965 3.80 40.00 1.50 0 0.00 Ow 44.04 0.00180 .005837 0.26 4.256 1.50 JO 52977.56 1067.15 2.949 1070.101 1936.0 14.78 3.391 1073.492 0.00 3.965 3.80 40.00 1.50 0 0.00 ow * 43.09 0.00180 .006760 0.29 4.256 1.50 om ow rr �yCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 11 WATER SURFACE PROFILE LISTING e.w 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I1OCHL12.ELM kw RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS oni TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 3 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER "/ELEM SO SF AVE HF NORM DEPTH ZR 4413020.65 1067.23 2.824 1070.054 1936.0 15.50 3.730 1073.784 0.00 3.965 3.80 40.00 1.50 0 0.00 Id 41.87 0.00180 .007831 0.33 4.256 1.50 3062.52 1067.31 2.703 1070.008 1936.0 16.26 4.103 1074.111 0.00 3.965 3.80 40.00 1.50 0 0.00 40.50 0.00180 .009076 0.37 4.256 1.50 psi h 1067.38 2.588 1069.966 1936.0 17.05 4.513 1074.479 0.00 3.965 3.80 40.00 1.50 0 0.00 p 39.01 0.00180 .010521 0.41 4.256 1.50 li t142.03 1067.45 2.477 1069.925 1936.0 17.88 4.965 1074.890 0.00 3.965 3.80 40.00 1.50 0 0.00 0% 37.47 0.00180 .012202 0.46 4.256 1.50 NO 53179.50 1067.52 2.370 1069.885 1936.0 18.75 5.461 1075.346 0.00 3.965 3.80 40.00 1.50 0 0.00 OW 35.92 0.00180 .014156 0.51 4.256 1.50 00 70215.42 1067.58 2.268 1069.848 1936.0 19.67 6.007 1075.855 0.00 3.965 3.80 40.00 1.50 0 0.00 *NS STR 0.00183 .010070 1.76 1.50 7 1067.90 5.734 1073.634 1936.0 16.39 4.172 1077.806 0.00 6.970 5.00 12.00 1.50 0 0.00 343.06 0.00501 .004840 1.66 5.710 1.50 3733.48 1069.62 5.792 1075.412 1936.0 16.16 4.054 1079.466 0.00 6.970 5.00 12.00 1.50 0 0.00 kW 151.72 0.00501 .004658 0.71 5.711 1.50 33885.20 1070.38 5.847 1076.227 1936.0 15.94 3.946 1080.173 0.00 6.970 5.00 12.00 1.50 0 0.00 *m 70.22 0.00498 .004517 0.32 5.719 1.50 53955.42 1070.73 5.884 1076.614 1936.0 15.80 3.877 1080.491 0.00 6.970 5.00 12.00 1.50 0 0.00 I C.ATA waA WCT STR 0.00450 .007251 0.15 1.50 53975.42 1070.82 4.266 1075.086 1572.0 20.03 6.230 1081.316 0.00 6.234 5.00 12.00 1.50 0 0.00 ow WINS STR 0.05667 .009096 0.14 1.50 sm it `r,r �CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 12 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR 1-10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL12.ELM RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS All TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ON ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER ora /ELEM SO SF AVE HF NORM DEPTH ZR imr 013990.42 1071.67 4.509 1076.180 1572.0 18.58 5.361 1081.541 0.00 6.234 4.50 12.00 1.50 0 0.00 • 559.62 0.00820 .007890 4.42 4.502 1.50 I* 4550.04 1076.26 4.589 1080.848 1572.0 18.14 5.110 1085.958 0.00 6.234 4.50 12.00 1.50 0 0.00 OS 289.70 0.00820 .007157 2.07 4.502 1.50 1'.839.74 1078.63 4.752 1083.386 1572.0 17.30 4.645 1088.031 0.00 6.234 4.50 12.00 1.50 0 0.00 - 132.43 0.00820 .006274 0.83 4.502 1.50 972.17 1079.72 4.919 1084.639 1572.0 16.49 4.223 1088.862 0.00 6.234 4.50 12.00 1.50 0 0.00 • 78.47 0.00820 .005501 0.43 4.502 1.50 PP 55050.64 1080.36 5.091 1085.454 1572.0 15.72 3.839 1089.293 0.00 6.234 4.50 12.00 1.50 0 0.00 50.92 0.00820 .004825 0.25 4.502 1.50 a ap101.56 1080.78 5.269 1086.050 1572.0 14.99 3.490 1089.540 0.00 6.234 4.50 12.00 1.50 0 0.00 MIN 34.04 0.00820 .004233 0.14 4.502 1.50 P"5135.60 1081.06 5.451 1086.511 1572.0 14.29 3.173 1089.684 0.00 6.234 4.50 12.00 1.50 0 0.00 L11 22.51 0.00820 .003714 0.08 4.502 1.50 1158.11 1081.24 5.638 1086.882 1572.0 13.63 2.884 1089.766 0.00 6.234 4.50 12.00 1.50 0 0.00 f`r 14.05 0.00820 .003259 0.05 4.502 1.50 NPR 10172.16 1081.36 5.831 1087.191 1572.0 12.99 2.622 1089.813 0.00 6.234 4.50 12.00 1.50 0 0.00 +10 7.52 0.00820 .002861 0.02 4.502 1.50 5 5179.68 1081.42 6.029 1087.450 1572.0 12.39 2.384 1089.834 0.00 6.234 4.50 12.00 1.50 0 0.00 ▪ 2.28 0.00820 .002511 0.01 4.502 1.50 MO 55181.96 1081.44 6.234 1087.674 1572.0 11.81 2.166 1089.840 0.00 6.234 4.50 12.00 1.50 0 0.00 CWTROS 1CT STR 0.00800 .001393 0.03 1.50 Pm Olt i A.S.L. CONSULTING ENGINEERS F0515P PAGE 13 WATER SURFACE PROFILE LISTING mw 100 YEARAMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL12.ELM aim RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS Wm ;TATION INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR M ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER '! . /ELEM SO SF AVE HF NORM DEPTH ZR id r, ****,►, r, r, r,►**** ,r,r*** *,r,r*** * * *** *** * *w *** *, ****** *** ******** ********* ** ***** *,r, ***************** vow*** * ** **** ******** *,►r,r*** *** **** 45201.96 1081.60 8.243 1089.843 1190.0 5.93 0.545 1090.388 0.00 5.356 4.50 12.00 1.50 0 0.00 • 26.05 0.00825 .000470 0.01 3.872 1.50 5228.01 1081.82 7.986 1089.801 1190.0 6.21 0.600 1090.401 0.00 5.356 4.50 12.00 1.50 0 0.00 13.95 0.00825 .000519 0.01 3.872 1.50 • 5241.96 1081.93 7.845 1089.775 1190.0 6.38 0.632 1090.407 0.00 5.356 4.50 12.00 1.50 0 0.00 41ANS STR 0.00850 .004461 0.09 1.50 • 5261.96 1082.10 5.821 1087.921 1190.0 14.04 3.061 1090.982 0.00 5.000 5.00 17.00 0.00 0 0.00 M IDGE EXIT 0.00 55261.96 1082.10 5.821 1087.921 1190.0 14.97 3.479 1091.400 0.00 5.000 5.00 17.00 0.00 1 1.00 114.00 0.00509 .011292 1.29 5.000 0.00 55375.96 1082.68 6.528 1089.208 1190.0 14.97 3.479 1092.687 0.00 5.000 5.00 17.00 0.00 1 1.00 MIDGE ENTRANCE 0.00 5375.96 1082.68 7.155 1089.835 1190.0 14.04 3.061 1092.896 0.00 5.000 5.00 17.00 0.00 0 0.00 TRANS STR 0.05324 .004360 0.11 0.00 5401.13 1084.02 8.801 1092.821 1190.0 5.37 0.447 1093.268 0.22 5.356 6.00 12.00 1.50 0 0.00 56.17 0.00440 .000360 0.02 4.581 1.50 PPM 5457.30 1084.27 8.529 1092.796 1190.0 5.63 0.492 1093.288 0.24 5.356 6.00 12.00 1.50 0 0.00 w 53.99 0.00440 .000409 0.02 4.581 1.50 55511.29 1084.51 8.265 1092.770 1190.0 5.90 0.541 1093.311 0.26 5.356 6.00 12.00 1.50 0 0.00 IM 44.39 0.00440 .000460 0.02 4.581 1.50 W 55555.68 1084.70 8.044 1092.744 1190.0 6.15 0.587 1093.331 0.28 5.356 6.00 12.00 1.50 0 0.00 OP M 50.07 0.00438 .000519 0.03 4.587 1.50 Om Me mw A i A.S.L. CONSULTING ENGINEERS F0515P PAGE 14 WATER SURFACE PROFILE LISTING Oa 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL12.ELM RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS 7 11 1TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER An /ELEM SO SF AVE HF NORM DEPTH ZR 05605.75 1084.92 7.792 1092.711 1190.0 6.45 0.645 1093.356 0.30 5.356 6.00 12.00 1.50 0 0.00 47.73 0.00438 .000591 0.03 4.587 1.50 5653.48 1085.13 7.547 1092.675 1190.0 6.76 0.710 1093.385 0.32 5.356 6.00 12.00 1.50 0 0.00 7.22 0.00438 .000635 0.00 4.587 1.50 1� 5660.70 1085.16 7.509 1092.669 1190.0 6.81 0.721 1093.390 0.00 5.356 6.00 12.00 1.50 0 0.00 ANS STR 0.00435 .000718 0.06 1.50 4 05741.13 1085.51 7.119 1092.629 1190.0 7.37 0.844 1093.473 0.00 5.356 4.50 12.00 1.50 0 0.00 • 40.30 0.00440 .000850 0.03 4.580 1.50 55781.43 1085.69 6.891 1092.578 1190.0 7.73 0.928 1093.506 0.00 5.356 4.50 12.00 1.50 0 0.00 OPP 37.45 0.00440 .000968 0.04 4.580 1.50 55818.88 1085.85 6.670 1092.522 1190.0 8.11 1.021 1093.543 0.00 5.356 4.50 12.00 1.50 0 0.00 No 34.36 0.00440 .001102 0.04 4.580 1.50 0M15853.24 1086.00 6.454 1092.458 1190.0 8.50 1.123 1093.581 0.00 5.356 4.50 12.00 1.50 0 0.00 1111 30.95 0.00440 .001254 0.04 4.580 1.50 • 5884.19 1086.14 6.245 1092.385 1190.0 8.92 1.235 1093.620 0.00 5.356 4.50 12.00 1.50 0 0.00 kr 6.63 0.00440 .001355 0.01 4.580 1.50 615890.82 1086.17 6.198 1092.367 1190.0 9.01 1.262 1093.629 0.00 5.356 4.50 12.00 1.50 0 0.00 N DRAULIC JUMP 1.50 4 1086.17 4.580 1090.749 1190.0 13.77 2.944 1093.693 0.00 5.356 4.50 12.00 1.50 0 0.00 • 178.27 0.00440 .004404 0.79 4.580 1.50 56069.09 1086.95 4.580 1091.534 1190.0 13.77 2.944 1094.478 0.00 5.356 4.50 12.00 1.50 0 0.00 1M l 409.11 0.00440 .004339 1.77 4.580 1.50 ■w 111 PM it CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 15 WATER SURFACE PROFILE LISTING No 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA kW SCENARIO # I FILE: I10CHL12.ELM RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS ;TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 00 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER U M . /ELEM SO SF AVE HF NORM DEPTH ZR 0066478.20 1088.76 4.617 1093.373 1190.0 13.62 2.880 1096.253 0.00 5.356 4.50 12.00 1.50 0 0.00 OW 249.36 0.00440 .004010 1.00 4.580 1.50 OW 6727.56 1089.85 4.780 1094.634 1190.0 12.99 2.619 1097.253 0.00 5.356 4.50 12.00 1.50 0 0.00 tit 78.57 0.00440 .003515 0.28 4.580 1.50 loo 6806.13 1090.20 4.948 1095.148 1190.0 12.38 2.380 1097.528 0.00 5.356 4.50 12.00 1.50 0 0.00 ABANS STR 0.00443 .002855 0.20 1.50 41 56876.13 1090.51 5.356 1095.866 1190.0 11.09 1.910 1097.776 0.00 5.356 5.50 12.00 1.50 0 0.00 OLeAN O r STR 0.00450 .001404 0.03 1.50 56896.13 1090.60 7.275 1097.875 862.0 5.17 0.415 1098.290 0.00 4.475 5.50 12.00 1.50 0 0.00 filif 47.84 0.00439 .000409 0.02 3.859 1.50 0 26943.97 1090.81 7.044 1097.854 862.0 5.42 0.457 1098.311 0.00 4.475 5.50 12.00 1.50 0 0.00 O r 45.89 0.00439 .000465 0.02 3.859 1.50 4 '°6989.86 1091.01 6.818 1097.829 862.0 5.69 0.502 1098.331 0.00 4.475 5.50 12.00 1.50 0 0.00 IIIIt 43.91 0.00439 .000530 0.02 3.859 1.50 e., 7033.77 1091.20 6.598 1097.802 862.0 5.97 0.553 1098.355 0.00 4.475 5.50 12.00 1.50 0 0.00 OW 41.88 0.00439 .000603 0.03 3.859 1.50 ww O 07075.65 1091.39 6.385 1097.772 862.0 6.26 0.608 1098.380 0.00 4.475 5.50 12.00 1.50 0 0.00 • 39.77 0.00439 .000687 0.03 3.859 1.50 60 57115.42 1091.56 6.177 1097.739 862.0 6.56 0.669 1098.408 0.00 4.475 5.50 12.00 1.50 0 0.00 OR 37.58 0.00439 .000782 0.03 3.859 1.50 SO 57153.00 1091.73 5.975 1097.701 862.0 6.88 0.736 1098.437 0.00 4.475 5.50 12.00 1.50 0 0.00 * 3.13 0.00439 .000838 0.00 3.859 1.50 o w IM w o 'IW y A.S.L. CONSULTING ENGINEERS FO515P PAGE 16 WATER SURFACE PROFILE LISTING mom 100 YEAR AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # I FILE: I1OCHL12.ELM RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS PM TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 10 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER 0 SO SF AVE HF NORM DEPTH ZR w 4156.13 1091.74 5.958 1097.698 862.0 6.91 0.742 1098.440 0.00 4.475 5.50 12.00 1.50 0 0.00 111.12 0.00200 .000901 0.10 4.758 1.50 om 7267.25 1091.96 5.761 1097.723 862.0 7.25 0.816 1098.539 0.00 4.475 5.50 12.00 1.50 0 0.00 tir 112.30 0.00200 .001027 0.12 4.758 1.50 mw 6 1092.19 5.570 1097.757 862.0 7.60 0.897 1098.654 0.00 4.475 5.50 12.00 1.50 0 0.00 pm 115.52 0.00200 .001171 0.14 4.758 1.50 '495.07 1092.42 5.385 1097.803 862.0 7.97 0.987 1098.790 0.00 4.475 5.50 12.00 1.50 0 0.00 122.69 0.00200 .001334 0.16 4.758 1.50 ho 57617.76 1092.66 5.204 1097.867 862.0 8.36 1.086 1098.953 0.00 4.475 5.50 12.00 1.50 0 0.00 139.39 0.00200 .001520 0.21 4.758 1.50 mok 57757.15 1092.94 5.029 1097.971 862.0 8.77 1.194 1099.165 0.00 4.475 5.50 12.00 1.50 0 0.00 0#0191.80 0.00200 .001734 0.33 4.758 1.50 "'*948.95 1093.33 4.859 1098.185 862.0 9.20 1.314 1099.499 0.00 4.475 5.50 12.00 1.50 0 0.00 0r 217.18 0.00200 .001911 0.42 4.758 1.50 1166.13 1093.76 4.775 1098.535 862.0 9.42 1.378 1099.913 0.00 4.475 5.50 12.00 1.50 0 0.00 Y#1 25.00 0.00200 .001976 0.05 4.758 1.50 Pm 10191.13 1093.81 4.772 1098.582 862.0 9.43 1.381 1099.963 0.00 4.475 5.50 12.00 1.50 0 0.00 C 'P(2 c1SS AMU STR 0.00200 .001111 0.02 1.50 i1r 58211.13 1093.85 6.397 1100.247 533.0 3.86 0.231 1100.478 0.00 3.397 5.50 12.00 1.50 0 0.00 1. NS STR 0.00200 .000345 0.17 1.50 00 58706.13 1094.84 5.475 1100.315 533.0 4.82 0.360 1100.675 0.00 3.397 4.50 12.00 1.50 0 0.00 PP • 96.55 0.00200 .000479 0.05 3.679 1.50 ms OW mu 00 00CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 17 WATER SURFACE PROFILE LISTING Oft 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL12.ELM RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS PO STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR OM ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER M /ELEM SO SF AVE HF NORM DEPTH ZR 08802.68 1095.03 5.292 1100.325 533.0 5.05 0.396 1100.721 0.00 3.397 4.50 12.00 1.50 0 0.00 95.02 0.00200 .000545 0.05 3.679 1.50 :8897.70 1095.22 5.114 1100.337 533.0 5.30 0.436 1100.773 0.00 3.397 4.50 12.00 1.50 0 0.00 93.80 0.00200 .000622 0.06 3.679 1.50 OR 8991.50 1095.41 4.941 1100.352 533.0 5.56 0.479 1100.831 0.00 3.397 4.50 12.00 1.50 0 0.00 se 92.99 0.00200 .000709 0.07 3.679 1.50 "9084.49 1095.60 4.773 1100.370 533.0 5.83 0.527 1100.897 0.00 3.397 4.50 12.00 1.50 0 0.00 92.75 0.00200 .000809 0.08 3.679 1.50 59177.24 1095.78 4.610 1100.392 533.0 6.11 0.580 1100.972 0.00 3.397 4.50 12.00 1.50 0 0.00 MO mm 93.34 0.00200 .000922 0.09 3.679 1.50 ▪ 9270.58 1095.97 4.452 1100.421 533.0 6.41 0.638 1101.059 0.00 3.397 4.50 12.00 1.50 0 0.00 la 85.55 0.00200 .001045 0.09 3.679 1.50 0 .9356.13 1096.14 4.313 1100.453 533.0 6.69 0.695 1101.148 0.00 3.397 4.50 12.00 1.50 0 0.00 MO 23.97 0.00200 .001126 0.03 3.679 1.50 es 9380.10 1096.19 4.275 1100.463 533.0 6.77 0.712 1101.175 0.00 3.397 4.50 12.00 1.50 0 0.00 is HYDRAULIC JUMP 1.50 1119380.10 1096.19 2.624 1098.812 533.0 12.75 2.522 1101.334 0.00 3.397 4.50 12.00 1.50 0 0.00 oo 26.03 0.00200 .007201 0.19 3.679 1.50 me 59406.13 1096.24 2.544 1098.784 533.0 13.25 2.726 1101.510 0.00 3.397 4.50 12.00 1.50 0 0.00 114 25.06 0.01150 .007256 0.18 2.263 1.50 MO 59431.19 1096.53 2.612 1099.140 533.0 12.82 2.551 1101.691 0.00 3.397 4.50 12.00 1.50 0 0.00 OM fig 25.92 0.01150 .006471 0.17 2.263 1.50 ow M1 ow illf w. 40CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 18 WATER SURFACE PROFILE LISTING Po 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL12.ELM !I RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS PO TATION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR WO ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 1114 /ELEM SO SF AVE HF NORM DEPTH ZR MN m19457.11 1096.83 2.714 1099.540 533.0 12.22 2.319 1101.859 0.00 3.397 4.50 12.00 1.50 0 0.00 18.10 0.01150 .005647 0.10 2.263 1.50 • 9475.21 1097.03 2.819 1099.853 533.0 11.65 2.108 1101.961 0.00 3.397 4.50 12.00 1.50 0 0.00 12.70 0.01150 .004930 0.06 2.263 1.50 ■w mi 9487.91 1097.18 2.927 1100.107 533.0 11.11 1.917 1102.024 0.00 3.397 4.50 12.00 1.50 0 0.00 pm 8.68 0.01150 .004306 0.04 2.263 1.50 496.59 1097.28 3.039 1100.319 533.0 10.59 1.742 1102.061 0.00 3.397 4.50 12.00 1.50 0 0.00 5.56 0.01150 .003762 0.02 2.263 1.50 irr 59502.15 1097.34 3.154 1100.498 533.0 10.10 1.584 1102.082 0.00 3.397 4.50 12.00 1.50 0 0.00 3.04 0.01150 .003288 0.01 2.263 1.50 leg 9505.19 1097.38 3.273 1100.652 533.0 9.63 1.440 1102.092 0.00 3.397 4.50 12.00 1.50 0 0.00 so 0.94 0.01150 .002873 0.00 2.263 1.50 iO 9506.13 1097.39 3.397 1100.787 533.0 9.18 1.308 1102.095 0.00 3.397 4.50 12.00 1.50 0 0.00 7vN 2 JUNCT STR 0.01150 .001435 0.03 1.50 • )526.13 1097.62 4.862 1102.482 277.0 2.95 0.135 1102.617 0.00 2.303 4.50 12.00 1.50 0 0.00 Ow 13.47 0.01150 .000204 0.00 1.555 1.50 Pm X539.60 1097.78 4.696 1102.471 277.0 3.10 0.149 1102.620 0.00 2.303 4.50 12.00 1.50 0 0.00 +*- 12.97 0.01150 .000233 0.00 1.555 1.50 59552.57 1097.92 4.535 1102.459 277.0 3.25 0.164 1102.623 0.00 2.303 4.50 12.00 1.50 0 0.00 WO 12.46 0.01150 .000266 0.00 1.555 1.50 !I 59565.03 1098.07 4.379 1102.446 277.0 3.41 0.180 1102.626 0.00 2.303 4.50 12.00 1.50 0 0.00 MO ft 11.96 0.01150 .000303 0.00 1.555 1.50 se OM irw ww CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 19 WATER SURFACE PROFILE LISTING ws 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL12.ELM RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS r! TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR UM ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER *r' /ELEM SO SF AVE HF NORM DEPTH ZR mi ******************************************************, r****** *,t** * «,t*** * * * ****** *s * * *** *** r*** * * * * *,r * * * ***, ** * ***** *yr * **** * * * * ** 0 69576.99 1098.20 4.227 1102.432 277.0 3.57 0.198 1102.630 0.00 2.303 4.50 12.00 1.50 0 0.00 MO 11.45 0.01150 .000345 0.00 1.555 1.50 9588.44 1098.34 4.079 1102.416 277.0 3.75 0.218 1102.634 0.00 2.303 4.50 12.00 1.50 0 0.00 10.92 0.01150 .000394 0.00 1.555 1.50 rs 9599.36 1098.46 3.936 1102.398 277.0 3.93 0.240 1102.638 0.00 2.303 4.50 12.00 1.50 0 0.00 10.41 0.01150 .000451 0.00 1.555 1.50 "99609.77 1098.58 3.797 1102.379 277.0 4.12 0.264 1102.643 0.00 2.303 4.50 12.00 1.50 0 0.00 �+. 9.87 0.01150 .000515 0.01 1.555 1.50 it 59619.64 1098.69 3.662 1102.357 277.0 4.32 0.290 1102.647 0.00 2.303 4.50 12.00 1.50 0 0.00 9.33 0.01150 .000589 0.01 1.555 1.50 IIr 59628.97 1098.80 3.531 1102.334 277.0 4.53 0.319 1102.653 0.00 2.303 4.50 12.00 1.50 0 0.00 rrr 8.77 0.01150 .000673 0.01 1.555 1.50 46 '9637.74 1098.90 3.404 1102.308 277.0 4.76 0.351 1102.659 0.00 2.303 4.50 12.00 1.50 0 0.00 MN 8.19 0.01150 .000770 0.01 1.555 1.50 Pm 9645.93 1099.00 3.281 1102.279 277.0 4.99 0.386 1102.665 0.00 2.303 4.50 12.00 1.50 0 0.00 it 3.45 0.01150 .000846 0.00 1.555 1.50 X9649.38 1099.04 3.230 1102.268 277.0 5.09 0.403 1102.671 0.00 2.303 4.50 12.00 1.50 0 0.00 IIMDRAULIC JUMP 1.50 9649.38 1099.04 1.557 1100.595 277.0 12.41 2.391 1102.986 0.00 2.303 4.50 12.00 1.50 0 0.00 ma 56.75 0.01150 .011432 0.65 1.555 1.50 OW 59706.13 1099.69 1.558 1101.248 277.0 12.40 2.389 1103.637 0.00 2.303 4.50 12.00 1.50 0 0.00 pm sm ►NS STR 0.01000 .011437 0.01 1.50 it rr pm wiCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 20 WATER SURFACE PROFILE LISTING mm 100 YEAR,AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL12.ELM Or RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS oo iTATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR * ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 011 ./ELEM SO SF AVE HF NORM DEPTH ZR 419707.13 1099.70 1.557 1101.257 277.0 12.41 2.392 1103.649 0.00 2.303 3.00 12.00 1.50 0 0.00 ON 171.57 0.01148 .011285 1.94 1.555 1.50 • ;9878.70 1101.67 1.570 1103.240 277.0 12.29 2.346 1105.586 0.20 2.303 3.00 12.00 1.50 0 0.00 Ott 64.12 0.01150 .010948 0.70 1.555 1.50 un 0 49942.82 1102.41 1.584 1103.992 277.0 12.16 2.296 1106.288 0.20 2.303 3.00 12.00 1.50 0 0.00 Mm 99.29 0.01150 .010067 1.00 1.555 1.50 1 10042.11 1103.55 1.650 1105.200 277.0 11.60 2.088 1107.288 0.00 2.303 3.00 12.00 1.50 0 0.00 MO 18.57 0.01158 .009130 0.17 1.552 1.50 OM 60060.68 1103.77 1.674 1105.439 277.0 11.40 2.018 1107.457 0.00 2.303 3.00 12.00 1.50 0 0.00 P P 35.06 0.01158 .008318 0.29 1.552 1.50 MO 60095.74 1104.17 1.744 1105.915 277.0 10.87 1.835 1107.750 0.00 2.303 3.00 12.00 1.50 0 0.00 ftm 21.86 0.01158 .007229 0.16 1.552 1.50 6 ""0117.60 1104.42 1.815 1106.239 277.0 10.36 1.668 1107.907 0.00 2.303 3.00 12.00 1.50 0 0.00 MM 14.62 0.01158 .006285 0.09 1.552 1.50 mm 0132.22 1104.59 1.890 1106.483 277.0 9.88 1.516 1107.999 0.00 2.303 3.00 12.00 1.50 0 0.00 MO 9.97 0.01158 .005466 0.05 1.552 1.50 u m 600142.19 1104.71 1.967 1106.676 277.0 9.42 1.379 1108.055 0.00 2.303 3.00 12.00 1.50 0 0.00 - 6.70 0.01158 .004757 0.03 1.552 1.50 OM 60148.89 1104.79 2.046 1106.832 277.0 8.98 1.253 1108.085 0.00 2.303 3.00 12.00 1.50 0 0.00 mm 4.23 0.01158 .004141 0.02 1.552 1.50 MO 60153.12 1104.84 2.129 1106.964 277.0 8.57 1.139 1108.103 0.00 2.303 3.00 12.00 1.50 0 0.00 PM 10 2.30 0.01158 .003605 0.01 1.552 1.50 mu MO we w am gpCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 21 WATER SURFACE PROFILE LISTING vim 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: 110CHL12.ELM RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR 01 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 411114 /ELEM SO SF AVE HF NORM DEPTH 2R irr 040155.42 1104.86 2.214 1107.076 277.0 8.17 1.036 1108.112 0.00 2.303 3.00 12.00 1.50 0 0.00 0.71 0.01158 .003138 0.00 1.552 1.50 0156.13 1104.87 2.303 1107.173 277.0 7.78 0.941 1108.114 0.00 2.303 3.00 12.00 1.50 0 0.00 O w 7.74 0.00199 .002732 0.02 2.564 1.50 w. im p163.87 1104.88 2.394 1107.279 277.0 7.42 0.855 1108.134 0.00 2.303 3.00 12.00 1.50 0 0.00 pm 42.78 0.00199 .002382 0.10 2.564 1.50 206.65 1104.97 2.488 1107.459 277.0 7.08 0.777 1108.236 0.00 2.303 3.00 12.00 1.50 0 0.00 ism 178.50 0.00199 .002107 0.38 2.564 1.50 r.. 60385.15 1105.33 2.564 1107.891 277.0 6.82 0.722 1108.613 0.00 2.303 3.00 12.00 1.50 0 0.00 262.30 0.00199 .001995 0.52 2.564 1.50 Ihr 60647.45 1105.85 2.564 1108.414 277.0 6.82 0.722 1109.136 0.03 2.303 3.00 12.00 1.50 0 0.00 r.■ w . 7.83 0.00204 .001995 0.02 2.549 1.50 ""')655.28 1105.87 2.564 1108.430 277.0 6.82 0.722 1109.152 0.03 2.303 3.00 12.00 1.50 0 0.00 Noi HYDRAULIC JUMP 1.50 pm )655.28 1105.87 2.058 1107.924 277.0 8.92 1.236 1109.160 0.05 2.303 3.00 12.00 1.50 0 0.00 irr 12.08 0.00204 .004564 0.06 2.549 1.50 IMO 000667.36 1105.89 2.001 1107.892 277.0 9.23 1.323 1109.215 0.05 2.303 3.00 12.00 1.50 0 0.00 O 0 17.42 0.00204 .005147 0.09 2.549 1.50 6 0684.78 1105.93 1.923 1107.849 277.0 9.68 1.455 1109.304 0.06 2.303 3.00 12.00 1.50 0 0.00 • 18.06 0.00204 .005916 0.11 2.549 1.50 60702.84 1105.96 1.847 1107.810 277.0 10.15 1.601 1109.411 0.06 2.303 3.00 12.00 1.50 0 0.00 • 18.29 0.00204 .006804 0.12 2.549 1.50 wom 00 err isoCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 22 WATER SURFACE PROFILE LISTING +IR 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL12.ELM Is RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS 00 TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 00 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER O M /ELEM SO SF AVE HF NORM DEPTH ZR g *********, r, r, r********* **** * *,r,t,t,r*** *** * * ** * ** **** ****************** *** ******* * **** *,t,wt*** ** ***** t** ********yr ***rr,e*** ************ 040721.13 1106.00 1.774 1107.774 277.0 10.65 1.761 1109.535 0.16 2.303 3.00 12.00 1.50 0 0.00 • 7.39 0.01400 .007001 0.05 1.468 1.50 w w 0728.52 1106.10 1.815 1107.918 277.0 10.36 1.668 1109.586 0.15 2.303 3.00 12.00 1.50 0 0.00 10.02 0.01400 .006285 0.06 1.468 1.50 PP J738.54 1106.24 1.890 1108.134 277.0 9.88 1.516 1109.650 0.14 2.303 3.00 12.00 1.50 0 0.00 pm 7.14 0.01400 .005466 0.04 1.468 1.50 16745.68 1106.34 1.967 1108.311 277.0 9.42 1.379 1109.690 0.13 2.303 3.00 12.00 1.50 0 0.00 esr 4.94 0.01400 .004757 0.02 1.468 1.50 irr 60750.62 1106.41 2.046 1108.459 277.0 8.98 1.253 1109.712 0.12 2.303 3.00 12.00 1.50 0 0.00 Po 3.20 0.01400 .004141 0.01 1.468 1.50 NO ▪ 0753.82 1106.46 2.129 1108.587 277.0 8.57 1.139 1109.726 0.11 2.303 3.00 12.00 1.50 0 0.00 yr 1.76 0.01400 .003605 0.01 1.468 1.50 "1755.58 1106.48 2.214 1108.696 277.0 8.17 1.036 1109.732 0.10 2.303 3.00 12.00 1.50 0 0.00 low 0.55 0.01400 .003138 0.00 1.468 1.50 wA 0756.13 1106.49 2.303 1108.793 277.0 7.78 0.941 1109.734 0.00 2.303 3.00 12.00 1.50 0 0.00 S1 &QQA JUNCT STR 0.01379 .002334 0.08 1.50 J789.49 1106.95 3.937 1110.887 80.0 3.68 0.210 1111.097 0.00 1.180 2.00 11.00 0.00 0 0.00 maIDGE EXIT 0.00 40 60789.49 1106.95 3.937 1110.887 80.0 4.10 0.261 1111.148 0.00 1.258 2.00 11.00 0.00 1 1.00 am 176.80 0.00594 .002420 0.43 1.148 0.00 ea 60966.29 1108.00 3.315 1111.315 80.0 4.10 0.261 1111.576 0.00 1.258 2.00 11.00 0.00 1 1.00 wA (MIDGE ENTRANCE 0.00 am 00 s A.S.L. CONSULTING ENGINEERS F0515P PAGE 23 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL12.ELM it RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS Pm NATION INVERT DEPTH N.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER P m /ELEM SO SF AVE HF NORM DEPTH ZR 10 00966.29 1108.00 3.392 1111.392 80.0 3.68 0.210 1111.602 0.00 1.180 2.00 11.00 0.00 0 0.00 ANS STR 0.00101 .000901 0.64 0.00 1671.45 1108.71 3.519 1112.229 80.0 1.32 0.027 1112.256 0.00 1.063 3.00 12.00 1.50 0 0.00 O R on O M INO ma �uw NO Oil OM rr 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA pw SCENARIQ # I FILE: I10CHL12.ELM rrr RECTANGULAR WATERSHEDS, NO STREET CAPACITY LIMITS am 16 E36438.00 .I WX E R 36489.81 .I WX E R P .I X E R O 36593.44 .I X E TX 36645.26 .I X WE . JX mm36697.07 .1 CH WE R 36748.88 . ,,„36748.88 36800.70 . I X W E R 36852.51 . 36904.33 . I X W E ▪ TX 036956.14 . 37007.95 . " . • 37111.58 . 37163.40 . m 37215.21 . 37267.03 . 37318.84 . 37370.65 . 37422.47 . wg37474.28 . 37526.10 . aw37577.91 . 44 37629.72 . 37681.54 . 37733.35 . 37785.17 . 6037836.98 . 37888.79 . " 410 37992.42 . 38044.24 . m 38096.05 . 38147.86 . 1° 38199.68 . 38251.49 . I HCW E R 41/ 38303.31 . 6158355.12 . I XW E _ R 38406.93 . M68458.75 . 00 38510.56 . I HX E R 38562.38 . 414 38614.19 . I HX E . R 38666.00 . I HX E R 4 48717.82 . I HX E _ R 38769.63 . I HX E ▪ JX 1 48821.45 . 08873.26 . I XW E • TX 38925.08 . 00976.89 . 9028.70 9080.52 9132.33 . A• it 39184.15 . 39235.96 . n o 39287.77 . 39339.59 39391.40 . 39443.22 • 39495.03 . ▪ 39546.84 . 39598.66 . MM 39650.47 . 39702.29 . 39754.10 . • 39805.91 . 39857.73 MO 39909.54 . 39961.36 . PP 40013.17 . M1140064.98 . 40116.80 . #M 40168.61 . 40220.43 . 40272.24 . 40324.05 . , 40375.87 . M 40427.68 . 40479.50 . I H X E • JX " . I H CWE . R m40583.13 . 40634.94 . I H CW E R raw 40686.75 . r 40738.57 . 1111 40790.38 . sm 40842.20 I HCW E R 40894.01 . h" 40945.82 . I HCW E R 40997.64 . '" " 41049.45 . 11 ,41101.27 . I H X E R 41153.08 . ▪ 41204.89 . 41256.71 . I HXE . 1112 41308.52 . 41360.34 . I H X E . R 41412.15 . 'm41463.96 . 41515.78 . O 041567.59 . 41619.41 . 41671.22 . • 41723.03 . 41774.85 . I HXE JX M41826.66 . I H CWE R 41878.48 . "41930.29 . '141982.11 . I H CW E R 42033.92 . mm42085.73 . 42137.55 I HCW E R 42189.36 . 42241.18 . fsw kw 42292.99 . I HCW E . R 42344.80 . pi 42396.62 . I H X E . R 42448.43 . I HWC E R 42500.25 . I HWC E . R 42552.06 . PM 42603.87 . I XC E . R 11 42655.69 . 42707.50 . I XC E . R PP 42759.32 . 42811.13 . I XC E . R 42862.94 . 441 42914.76 . I XC E . R 42966.57 11 43018.39 . I X C E . R 43070.20 . Pm 43122.01 . I X C E . JX 00 43173.83 . I WH C E . TX 43225.64 . I XC E . R PO43277.46 . I XC E R j 43329.27 . 43381.08 . 43432.90 . Fi 43484.71 MI 4 3536.53 . 43588.34 . • 43640.16 . I HWC E R 1 43691.97 . 43743.78 . • 43795.60 . AM 43847.41 . I HWC E . R 43899.23 . 43951.04 . I HWC E R 014 44002.85 . I HWC E . TX h044054.67 . 44106.48 . " . I HX E . TX • 44210.11 . 44261.92 . 04 44313.74 . I W X E R 44365.55 . '44417.37 44469.18 . "44520.99 . 1144572.81 . I W X E . JX 44624.62 . I XC E . TX O 044676.44 . I NW C E R 44728.25 . I HWC E R 44780.06 . 44831.88 . ▪ 44883.69 . 1144935.51 . 44987.32 45039.13 45090.95 . 45142.76 . I H WC E R PP 45194.58 . 45246.39 11 45298.21 . 45350.02 110 Pow 6 45401.83 . 45453.65 . pm 45505.46 . 45557.28 . 45609.09 . 45660.90 . FM 45712.72 . 11 45764.53 . 45816.35 . I HWC E . JX 11 45868.16 . I X C E R 1645919.97 . 45971.79 . I X C E R 6146023.60 . AN 46075.42 . I X C E TX 46127.23 . 46179.04 . 46230.86 . I HW C E R N46282.67 . 46334.49 . • 61 46386.30 iii46438.11 . 46489.93 . 46541.74 . I HW C E R 46593.56 MI 46645.37 . 46697.19 " . 16 46800.81 . I HW C E R 46852.63 . 0. 46904.44 . I HW C E R i . 47008.07 . I H WC E R 47059.88 . I H WC E R PO ;_147111.70 . I H WC E R M47163.51 . I H WC E . JX 47215.33 . I HW C E R 04 47267.14 . I HW C E R 47318.95 . I HW C E . TX 47370.77 . 04 47422.58 . 47474.40 . 47526.21 . 47578.02 . I HX E R " 47629.84 . I HX E R 1147681.65 . 47733.47 mm 47785.28 47837.09 . III 47 . 47940.72 . PO 47992.54 . 1 48044.35 48096.16 . 48147.98 0148199.79 . 48251.61 . •48303.42 . 48355.24 . 48407.05 . 48458.86 . I H X E . JX rrr FIN si 48510.68 . I HC WE R 48562.49 . I HC WE R w ok 48614.31 . I X WE R mi 48666.12 . I WX E R 48717.93 . um 48769.75 . I WHC E . TX 48821.56 . I HW C E _ R 48873.38 . 48925.19 . MI 48977.00 . I HW C E . R al 49028.82 . 49080.63 . am 49132.45 . 49184.26 mi 49236.07 . 49287.89 . 49339.70 . a 49391.52 . 49443.33 49495.14 . N g 49546.96 . 49598.77 . .14 49650.59 . 49702.40 . 49754.21 . I HW C E R 49806.03 . I HWC E JX 49857.84 . I X C E R 1 49909.66 . I X C E . R 49961.47 . um 50013.29 . 50065.10 . 50116.91 . I X C E . TX 50168.73 et 50220.54 . 50272.36 . 50324.17 . • 50375.98 50427.80 . 50479.61 . I HWC E . TX 50531.43 . 50583.24 . 1 50635.05 . I X E R 50686.87 . I X E R 441 50738.68 . • 50790.50 . I XWE R 50842.31 . mu 50894.12 . 50945.94 . 50997.75 . I HXE . R 51049.57 . PPR am 51101.38 51153.19 . 51205.01 . I X E . R or 51256.82 . I X E JX 51308.64 . I XWE . R 51360.45 I XWE . R go 51412.26 . 1 51464.08 . I XWE . R 51515.89 . ee1 51567.71 . pm 0.■ 51619.52 . I XWE R 51671.34 . erg 51723.15 . I XE R 51774.96 . MO 51826.78 . I XE R 51878.59 . mm 51930.41 . 51982.22 . I XWE R 52034.03 . I XWE R all 52085.85 . 52137.66 . 52189.48 . pm 52241.29 . I XWE R 52293.10 . 52344.92 . 52396.73 . 52448.55 . di 52500.36 . 52552.17 . Pm 52603.99 . I XE R 1r 52655.80 . I XE . JX 52707.62 I XWE . TX 52759.43 . I XWE R 52811.24 . I XWE R 52863.06 . I XWE R 52914.87 . I XWE R 52966.69 . I X E R WO 53018.50 . I X E R 53070.32 . I XCE . R Mm 53122.13 . I XCE R 53173.94 . I WX E R 53225.76 . I WX E . R MM 53277.57 . I WX E . R 53329.39 . I WX E R gg 53381.20 . I WX E . R 53433.01 I WX E . R M 53484.83 . I WX E . TX kg 53536.64 . I HWC E . R 53588.46 . pe 53640.27 . 53692.08 . 1111 53743.90 . I XC E . R 53795.71 . 53847.53 . ON 53899.34 . I HWC E R 53951.15 M1 54002.97 . I XC E . JX 54054.78 . I WHC E . TX 54106.60 . I XC E R 54158.41 . mm 54210.22 . 54262.04 . 54313.85 . OM 54365.67 41 54417.48 . 54469.29 . - 54521.11 . is 54572.92 I XC E . R 54624.74 . mw 54676.55 . u m PP 1r 54728.37 . 54780.18 _ - 54831.99 . 54883.81 . I XC E . R 54935.62 . mm 54987.44 . I XC E . R 55039.25 , rill 55091.06 . I HWC E R 55142.88 . I XC E . R rilik 55194.69 . I HX E . R if 55246.51 . I HWCE . R 55298.32 . I HWCE . R wwq 55350.13 . I HWC E R iii 55401.95 I H X E . JX 55453.76 . I HC X . R 55505.58 . I X WE . R In 55557.39 . I X WE . TX OW 55609.20 . IBBBXW E . BX 55661.02 . I XW E . R 55712.83 . IBBBBXW E . BE • 55764.65 . I XWE . TX 55816.46 . I CH X . R lom 55868.27 . I CH X . R 55920.09 . I X X . R ili 55971.90 . I X X . R 56023.72 . I X X . R • 56075.53 . I CHWE . R fol 56127.34 . I CHWE . TX 56179.16 . I X WE . R mm 56230.97 . I HCWE . R 56282.79 . I HCWE . R 56334.60 . I HCWE . R 56386.42 . I HCWE . R 56438.23 . I HCWE . R 056490.04 . I XC E . R 56541.86 . I XCE . R i" 56593.67 . I HX E . R • 56645.49 . 56697.30 . 056749.11 . I HX E . R 56800.93 mo 56852.74 . I X E . TX 56904.56 . I XE . JX IAN 56956.37 . I CHWE . R limi 57008.18 . I CHWE . R 57060.00 . I CHWE . R M1 57111.81 . I CHWE . R 57163.63 . I XWE . R 57215.44 . I CXE . R 1. 57267.25 . I CXE . R 57319.07 . I CXE . R 114 57370.88 . I CXE . R 57422.70 . I CXE . R ON 57474.51 im157526.32 . I CXE . R 57578.14 . . wm57629.95 . 1 XX . R 57681.77 . W 57733.58 . . mm 57785.40 . I XX . R rm t 57837.21 . 57889.02 . pi 57940.84 . 111 57992.65 . I CXE R 58044.47 . 58096.28 . 58148.09 . 58199.91 . I XE . R 58251.72 . I XX . JX 58303.54 . I C XE . TX imp 58355.35 . 58407.16 . on 58458.98 . 58510.79 58562.61 . 58614.42 . 58666.23 . Of 58718.05 . I CXE . R 58769.86 . OS 58821.68 . I CXE . R N . 58873.49 . 58925.30 . I CXE . R 58977.12 . 59028.93 . I CXE . R 59080.75 . 59132.56 . I CXE . R "59184.37 . I CXE . R W59236.19 . 59288.00 . I XX . R m59339.82 . ' . I CX . R 59443.45 . I CX . R 59495.26 . I WCX . R 59547.07 . I WCX . R Of 59598.89 . I WCHE . R 59650.70 . I XHE . R M59702.52 . I XHE . R 04 59754.33 . I WCX . R 59806.14 . I WCX . R 4 ,659857.96 . I XX . R 59909.77 . I XX . R 114 59961.59 . I XX . JX 60013.40 . I C X . R 60065.21 . I C X . R ,60117.03 . I C X . R 60168.84 . I C X . R m060220.66 . I CX . R i . I CXH . R 60324.28 . I CXH . R 60376.10 . I CXH . R 60427.91 . I CXH . R 1 .60479. 73 . I CXH . R 60531.54 . I CXH . R 650583.35 . I CXH . R 4050635.17 . I CXH . R 60686.98 . I X X . R N.40738.80 . IWCEH . TX 60790.61 . IWXE . R 60842.42 . IXHE . R .04 60894.24 . IWCX . R or wrr 60946.05 . I XX R 60997.87 . I XX R o" 61049.68 IWXE R ONO 61101.50 . IWXE R 61153.31 I XX R ow 61205.12 I XX . R 61256.94 . I XX R Of 61308.75 . I XX R 61360.57 . I XX R "" 61412.38 . I XX R o' 61464.19 . I XX R 61516.01 . I XX R a pe 61567.82 . I X R 61619.64 I XX R 61671.45 . I XX R 00 994.21 1006.01 1017.82 1029.62 1041.43 1053.23 1065.04 1076.84 1088.65 1100.45 1112.26 T E S 1. GLOSSARY I = INVERT ELEVATION wo C = CRITICAL DEPTH W = WATER SURFACE ELEVATION H = HEIGHT OF CHANNEL PO E = ENERGY GRADE LINE 64 = CURVES CROSSING OVER B = BRIDGE ENTRANCE OR EXIT w11 Y = WALL ENTRANCE OR EXIT STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY SW r iN 111111 MW 0111 1 y M"" quid 11""11 PM el 1 - 10 CHANNEL SAN SEVAINE CHANNEL TO 795 FEET EAST OF SIERRA AVENUE Mk ill STA to STA D b STA to STA D b 4 " 364 +38.00 365 +48.94 Outlet Structure 487 +50.42 497 +50.42 4.5' 20.0' tit 365 +48.94 365 +75.94 T T 497 +50.42 498 +43.42 T 20.0' Far 365 +75.94 367 +88.00 7.5' 30.0' 498 +43.42 504 +40.42 4.0' 20.0' lb 367 +88.00 368 +18.00 7.5' T 504 +40.42 505 +90.42 T T am 368 +18.00 368 +54.00 3(12'x7') RCB 505 +90.42 526 +55.42 3.8' 50.0' IN 368 +54.00 368 +84.00 9.0' T 526 +55.42 527 +00.42 3.8' T ow 368 +84.00 382 +00.00 9.0' -7.5' 30.0' 527 +00.42 532 +15.42 3.8' 40.0' 382 +00.00 387 +50.00 7.5' 30.0' 532 +15.42 533 +90.42 T T 387 +50.00 389 +00.00 T 30.0' 533 +90.42 539 +75.42 5.0' 12.0' tie 389 +00.00 404 +60.00 8.5' -6.0' 30.0' 539 +75.42 539 +90.42 5.0' -4.5' 12.0' illit 404 +60.00 431 +00.00 6.0' 30.0' 539 +90.42 552 +41.96 4.5' 12.0' 431+00.00 431+60.00 6.0' T 552 +41.96 552 +61.96 4.5' -5.0' T oft iro 431 +60.00 440 +00.00 6.0' 20.0' 552 +61.96 553 +75.96 Existing Culvert 440 +00.00 441 +19.59 6.0' -7.0' 20.0' 553 +75.96 554 +01.13 6.0' T oil IR 441 +19.59 443 +07.00 7.0' 20.0' -28.0' 554 +01.13 557 +41.13 T 12.0' oft 443 +07.00 443 +27.68 7.0' T 557 +41.13 568 +06.13 4.5' 12.0' h 443 +27.68 445 +31.48 Existing Culvert 568 +06.13 568 +76.13 4.5' -5.5' 12.0' o. 445 +31.48 445 +55.42 6.2' -5.3' T 568 +76.13 581+66.13 5.5' 12.0' err 445 +55.42 446 +50.82 5.3' 29.0' -20.0' 581+66.13 587 +06.13 5.5' -4.5' 12.0' IN 446 +50.82 460 +40.42 5.3' 20.0' 587 +06.13 593 +56.13 4.5' 12.0' 1r 460 +40.42 461+96.42 T 20.0' 593 +56.13 597 +06.13 T 12.0' Au 461 +96.42 472 +90.42 4.3' 20.0' 597 +06.13 607 +76.74 3.0' 12.0' ar 472 +90.42 475 +40.42 T 20.0' 607 +76.74 607 +89.49 3.0' T an 475 +40.42 484 +90.42 6.0' 20.0' 607 +89.49 609 +66.29 Existing Culvert N' 484 +90.42 487 +50.42 T 20.0' 609 +66.29 616 +81.94 Varies 12.0' "" Channel Dimensions: T = Transition b = Bottom Width D = Depth of Channel al MOM et P. um 20501006\Misc10.RS MI ow F 0 5 1 5 P PAGE NO 3 WATER.SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - no 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA HEADING LINE NO 2 IS - 1 /r SCENARIO # I FILE: I10CHL08.ELM 6ADING LINE NO 3 IS - al REVISED WATERSHEDS WITH STREET CAPACITY LIMITS Ow IOW Awt AIAr 01 in Ire eir bit r�. Ar► 111 ww �Irr ON wry rrr Am 44 0TE: 10/13/1995 TIME: 15: 9 AMR F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 MP CARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) Pm :ODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 1 0 0.00 9.00 36.00 0.00 0.00 0.00 ' :D 2 1 0 0.00 7.50 30.00 1.50 1.50 0.00 SIOD 3 3 2 1.00 7.00 38.00 0.00 0.00 0.00 CD 4 1 0 0.00 9.00 30.00 1.50 1.50 0.00 4 ,4D 5 1 0 0.00 8.50 30.00 1.50 1.50 0.00 0 6 1 0 0.00 4.50 10.00 1.50 1.50 0.00 D 7 1 0 0.00 6.00 30.00 1.50 1.50 0.00 CD 8 1 0 0.00 6.00 20.00 1.50 1.50 0.00 w 9 1 0 0.00 7.00 20.00 1.50 1.50 0.00 0100 10 1 0 0.00 7.00 28.00 1.50 1.50 0.00 CD 11 3 2 1.00 5.25 34.00 0.00 0.00 0.00 w 12 1 0 0.00 5.30 29.00 1.50 1.50 iim 13 1 0 0.00 5.30 20.00 1.50 1.50 0.00 CD 14 1 0 0.00 4.30 20.00 1.50 1.50 0.00 .4D 15 1 0 0.00 6.00 20.00 1.50 1.50 0.00 D 16 1 0 0.00 4.50 20.00 1.50 1.50 0.00 ft 17 1 0 0.00 4.00 20.00 1.50 1.50 0.00 CD 18 1 0 0.00 3.80 50.00 1.50 1.50 0.00 19 1 0 0.00 3.80 40.00 1.50 1.50 0.00 Irl►) 20 1 0 0.00 5.00 12.00 1.50 1.50 0.00 CD 21 1 0 0.00 4.50 12.00 1.50 1.50 0.00 N ip 22 3 1 1.00 5.00 17.00 0.00 0.00 0.00 ) 23 1 0 0.00 6.00 12.00 1.50 1.50 0.00 It 24 1 0 0.00 5.50 12.00 1.50 1.50 0.00 CD 25 1 0 0.00 3.00 12.00 1.50 1.50 0.00 0 6 26 1 0 0.00 3.50 2.00 1.50 1.50 010 27 3 1 1.00 2.00 11.00 0.00 0.00 0.00 CD 28 1 0 0.00 7.50 38.00 0.00 0.00 0.00 ▪ 29 1 0 0.00 9.00 38.00 0.00 0.00 0.00 30 1 0 0.00 7.00 34.00 0.00 0.00 0.00 CD 31 1 0 0.00 6.20 34.00 0.00 0.00 0.00 a 32 1 0 0.00 0.50 20.00 1.50 1.50 0.00 ) 33 3 0 0.00 3.50 6.00 0.00 0.00 0.00 lieb 34 1 0 0.00 6.00 17.00 0.00 0.00 0.00 CD 35 1 0 0.00 4.29 12.00 1.50 1.50 0.00 36 1 0 0.00 3.86 12.00 1.50 1.50 0.00 10 37 1 0 0.00 3.77 12.00 1.50 1.50 0.00 CD 38 1 0 0.00 3.00 11.00 0.00 0.00 0.00 4161) 39 3 2 1.00 9.00 38.00 0.00 0.00 0.00 40 1 0 0.00 7.00 34.00 0.00 0.00 0.00 It 41 3 0 0.00 7.00 38.00 0.00 0.00 0.00 42 3 0 0.00 5.25 34.00 0.00 0.00 0.00 43 3 0 0.00 5.00 17.00 0.00 0.00 0.00 * 44 3 0 0.00 2.00 11.00 0.00 0.00 0.00 ww air wok so .w um gm - F0515P PAGE NO 2 - WATER.SURFACE PROFILE - ELEMENT CARD LISTING VW ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV go 36438.00 994.21 1 1002.21 'III ELEMENT NO 2 IS A REACH * * * wig U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Pio 36548.94 994.65 1 0.015 100.00 0.00 0.00 0 wmELEMENT NO 3 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N SIn 36575.94 995.15 2 0.015 gog :LEMENT NO 4 IS A JUNCTION * * * * * * * VW U/S DATA STATION INVERT SECT LAT -1 LAT-2 N 03 04 INVERT -3 INVERT-4 PHI 3 PHI 4 36595.94 995.19 2 32 0 0.015 229.0 0.0 1002.17 0.00 90.00 0.00 ommo LEMENT NO 5 IS A REACH * * * VW U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H a w 36788.00 995.57 2 0.015 0.00 0.00 0.00 0 4M gLEMENT NO 6 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N goo 36818.00 995.64 41 0.015 rw ELEMENT NO 7 IS A BRIDGE EXIT * w. U/S DATA STATION INVERT SECT 36818.00 995.64 3 Ur LEMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H - 36854.00 995.71 3 0.014 0.00 0.00 0.00 0 "%EMENT NO 9 IS A BRIDGE ENTRANCE * loof U/S DATA STATION INVERT SECT FP 36854.00 995.71 3 1.000 got LEMENT NO 10 IS A TRANSITION * * * w U/S DATA STATION INVERT SECT N 36884.00 995.77 4 0.015 we rIHMLEMENT NO 11 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N +A 38200.00 998.40 2 0.015 to ELEMENT NO 12 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 38635.00 999.27 2 0.015 0.00 0.00 0.00 0 MI ELEMENT NO 13 IS A JUNCTION * * * * * * * IMIN U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 fir 38822.00 999.64 5 6 0 0.015 230.0 0.0 1000.96 0.00 8.50 0.00 Pa VI ow OW am VS F0515P PAGE NO 3 - WATER.SURFACE PROFILE - ELEMENT CARD LISTING OW ELEMENT NO 14 IS A TRANSITION * * * r U/S DATA STATION INVERT SECT N 40450.00 1002.90 7 0.015 WO ELEMENT NO 15 IS A JUNCTION * * * * * * * vow U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 Nrr 40470.00 1002.94 7 32 0 0.015 168.0 0.0 1008.42 0.00 90.00 0.00 O 4LEMENT NO 16 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H OW 41765.00 1005.53 7 0.015 0.00 0.00 0.00 0 WA LEMENT NO 17 IS A JUNCTION * * * * * * * iii' U/S DATA STATION INVERT SECT LAT-1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 41785.00 1005.57 7 32 0 0.015 168.0 0.0 1011.09 0.00 90.00 0.00 ow C LEMENT NO 18 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ,.n 43080.00 1008.16 7 0.015 0.00 0.00 0.00 0 .EMENT NO 19 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT-3 INVERT -4 PHI 3 PHI 4 43100.00 1008.20 7 32 0 0.015 235.0 0.0 1013.70 0.00 90.00 0.00 irr ELEMENT NO 20 IS A TRANSITION * * * NM U/S DATA STATION INVERT SECT N WO 43160.00 1009.51 8 0.015 • LEMENT NO 21 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H • 44000.00 1014.80 8 0.015 0.00 0.00 0.00 0 4114 !EMENT NO 22 IS A TRANSITION * * * OW U/S DATA STATION INVERT SECT N 44119.59 1015.55 9 0.015 olo .EMENT NO 23 IS A TRANSITION * * * OW U/S DATA STATION INVERT SECT N Am 44307.00 1016.73 10 0.015 • .EMENT NO 24 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N '"a 44326.68 1016.86 40 0.015 WO OA MY ON Iln A 1111 or 11111 *NO F051 5P PAGE NO 4 1R WATER.SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 25 IS A TRANSITION * * * ow U/S DATA STATION INVERT SECT N 44327.68 1016.87 42 0.015 ELEMENT NO 26 IS A BRIDGE EXIT U/S DATA STATION INVERT SECT tow 44327.68 1016.87 11 rfiLEMENT NO 27 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H air 44531.48 1018.00 11 0.014 0.00 0.00 0.00 0 w+► LEMENT NO 28 IS A BRIDGE ENTRANCE U/S DATA STATION INVERT SECT FP 44531.48 1018.00 11 1.000 ow moo LEMENT NO 29 IS A JUNCTION * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT-3 INVERT -4 PHI 3 PHI 4 44555.42 1018.97 12 32 0 0.015 235.0 0.0 1023.74 0.00 90.00 0.00 • .EMENT NO 30 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N wr+ 44650.82 1019.46 13 0.015 irtl ELEMENT NO 31 IS A REACH * * * - U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 45140.42 1021.95 13 0.015 0.00 0.00 0.00 0 44LEMENT NO 32 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H err 45805.42 1024.74 13 0.015 0.00 0.00 0.00 0 41r11 1.EMENT NO 33 IS A JUNCTION * * * * tee U/S DATA STATION INVERT SECT LAT-1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 45825.42 1024.82 13 32 0 0.015 167.0 0.0 1029.58 0.00 90.00 0.00 Ow LEMENT NO 34 IS A REACH * * * e ue U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 46040.42 1025.73 13 0.015 0.00 0.00 0.00 0 ILEMENT NO 35 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N *'" 46196.42 1027.38 14 0.015 Me wr 410 aft OW Ur mima F051 5P PAGE NO 5 WATER.SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 36 IS A REACH * * * per U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 47135.42 1037.33 14 0.015 0.00 0.00 0.00 0 our ELEMENT NO 37 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 err 47155.42 1037.54 14 32 0 0.015 167.0 0.0 1041.24 0.00 90.00 0.00 wELEMENT NO 38 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H eat 47290.42 1038.97 14 0.015 0.00 0.00 0.00 0 LEMENT NO 39 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 47540.42 1041.63 15 0.015 me LEMENT NO 40 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H �.. 48450.42 1043.45 15 0.015 0.00 0.00 0.00 0 II T I LEMENT NO 41 IS A JUNCTION * * * * U/S DATA STATION INVERT SECT LAT-1 LAT -2 N Q3 Q4 INVERT -3 INVERT-4 PHI 3 PHI 4 48470.42 1043.49 15 32 0 0.015 162.0 0.0 1048.95 0.00 90.00 0.00 ELEMENT NO 42 IS A REACH * * * ®" U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H *It 48490.42 1043.53 15 0.015 0.00 0.00 0.00 0 ALEMENT NO 43 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H aw 48750.42 1045.06 15 0.015 0.00 0.00 0.00 0 41/1 "LEMENT NO 44 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 48751.42 1045.07 16 0.015 LEMENT NO 45 IS A REACH * * * tint U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 49750.42 1050.96 16 0.015 0.00 0.00 0.00 0 CLEMENT NO 46 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H am 49775.42 1051.24 16 0.015 0.00 0.00 0.00 0 ELEMENT NO 47 IS A JUNCTION * * * * * * * am U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 04 INVERT -3 INVERT-4 PHI 3 PHI 4 49795.42 1051.47 16 32 0 0.015 163.0 0.0 1055.36 0.00 90.00 0.00 am iwr ma es. low - F051 5P PAGE NO 6 A WATER.SURFACE PROFILE - ELEMENT CARD LISTING OW ELEMENT NO 48 IS A REACH * * * sus U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 50093.16 1054.83 16 0.015 500.00 0.00 0.00 0 ELEMENT NO 49 IS A TRANSITION * * * 'w U/S DATA STATION INVERT SECT N Ow 50440.42 1058.76 17 0.015 ..ELEMENT NO 50 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N art 50590.42 1062.86 18 0.015 NU :LEMENT NO 51 IS A REACH * * * Mil U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 50622.35 1062.92 18 0.015 0.00 0.00 0.00 0 w WLEMENT NO 52 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H MO 50743.86 1063.14 18 0.015 200.00 0.00 0.00 0 ELEMENT NO 53 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 014 51193.03 1063.95 18 0.015 0.00 0.00 0.00 0 Mr ELEMENT NO 54 IS A REACH * * * *M U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H rr 51235.42 1064.03 18 0.015 200.00 0.00 0.00 0 LEMENT NO 55 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT -2 N Q3 04 INVERT-3 INVERT -4 PHI 3 PHI 4 Or 51255.42 1064.06 18 32 0 0.015 168.0 0.0 1067.35 0.00 90.00 0.00 ''"'LEMENT NO 56 IS A REACH * * * tot U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51306.18 1064.15 18 0.015 200.00 0.00 0.00 0 issa LEMENT NO 57 IS A REACH * * * VW U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51786.11 1065.01 18 0.015 0.00 0.00 0.00 0 OM 40dLEMENT NO 58 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H +w 52025.43 1065.44 18 0.015 500.00 0.00 0.00 0 IMO ELEMENT NO 59 IS A REACH * * * aw U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 52635.42 1066.54 18 0.015 200.00 0.00 0.00 0 NW ELEMENT NO 60 IS A JUNCTION * * * * * * * ow U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT-3 INVERT -4 PHI 3 PHI 4 vior 52655.42 1066.57 18 32 0 0.015 168.0 0.0 1069.85 0.00 90.00 0.00 Pwa Nr elia w Vie OW F 0 5 1 5 P PAGE NO 7 Ww WATER.SURFACE PROFILE - ELEMENT CARD LISTING ' NO 61 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 52700.42 1066.65 19 0.015 tili ELEMENT NO 62 IS A REACH * * * w U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H OW 52727.52 1066.70 19 0.015 0.00 0.00 0.00 0 piLEMENT NO 63 IS A REACH * * * lir U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 52798.25 1066.83 19 0.015 1000.00 0.00 0.00 0 C LEMENT NO 64 IS A REACH * * * WW U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 53215.42 1067.58 19 0.015 0.00 0.00 0.00 0 OW C LEMENT NO 65 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N oft 53390.42 1067.90 20 0.015 ',CEMENT NO 66 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Am 53733.48 1069.62 20 0.015 0.00 0.00 0.00 0 W ELEMENT NO 67 IS A REACH * * * on U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 53885.20 1070.38 20 0.015 0.00 0.00 0.00 0 it ELEMENT NO 68 IS A REACH * * * pin U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H WO 53955.42 1070.73 20 0.015 0.00 0.00 0.00 0 ''"'C EMENT NO 69 IS A JUNCTION * * * * * * * 1iW U/S DATA STATION INVERT SECT LAT -1 LAT-2 N 03 04 INVERT-3 INVERT -4 PHI 3 PHI 4 53975.42 1070.82 20 33 0 0.015 168.0 0.0 1070.99 0.00 45.00 0.00 '.EMENT NO 70 IS A TRANSITION * * * OW U/S DATA STATION INVERT SECT N 53990.42 1071.67 21 0.015 OM .EMENT NO 71 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H WO 55181.96 1081.44 21 0.015 0.00 0.00 0.00 0 ILEMENT NO 72 IS A JUNCTION * * * * * * * OA U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 Q4 INVERT -3 INVERT-4 PHI 3 PHI 4 55201.96 1081.60 21 33 0 0.015 378.0 0.0 1081.50 0.00 90.00 0.00 MO NMI iiii NM 1w PO 1111111 vrrt F 0 5 1 5 P PAGE NO 8 #� WATER.SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 73 IS A REACH * * * w U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 55241.96 1081.93 21 0.015 0.00 0.00 0.00 0 11M ELEMENT NO 74 IS A TRANSITION PM U/S DATA STATION INVERT SECT N 55261.96 1082.10 43 0.015 gwELEMENT NO 75 IS A BRIDGE EXIT U/S DATA STATION INVERT SECT 55261.96 1082.10 22 • LEMENT NO 76 IS A REACH * * * 1o► U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 55375.96 1082.68 22 0.014 0.00 0.00 0.00 0 LEMENT NO 77 IS A BRIDGE ENTRANCE Oft U/S DATA STATION INVERT SECT FP PO 55375.96 1082.68 22 1.000 • LEMENT NO 78 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 55401.13 1084.02 23 0.015 MN ELEMENT NO 79 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 55555.68 1084.70 23 0.015 200.00 0.00 0.00 0 fit LEMENT NO 80 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 55660.70 1085.16 23 0.015 200.00 0.00 0.00 0 s'LEMENT NO 81 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 55741.13 1085.51 21 0.015 • LEMENT NO 82 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H wr 56806.13 1090.20 21 0.015 0.00 0.00 0.00 0 gipLEMENT NO 83 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N - 56876.13 1090.51 24 0.015 Vie ELEMENT NO 84 IS A JUNCTION * * * * um U/S DATA STATION INVERT SECT LAT -1 LAT-2 N Q3 04 INVERT -3 INVERT-4 PHI 3 PHI 4 56896.13 1090.60 24 32 0 0.015 159.0 0.0 1095.55 0.00 90.00 0.00 MI Mrl w r en Viti F0515P PAGE NO 9 in WATER.SURFACE PROFILE - ELEMENT CARD LISTING i lLEMENT NO 85 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H me 57156.13 1091.74 24 0.015 0.00 0.00 0.00 0 et ELEMENT NO 86 IS A REACH * * * w U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ills 58166.13 1093.76 24 0.015 0.00 0.00 0.00 0 IALEMENT NO 87 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 58191.13 1093.81 24 0.015 0.00 0.00 0.00 0 On LEMENT NO 88 IS A JUNCTION * * * * * * * .0 U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 04 INVERT-3 INVERT -4 PHI 3 PHI 4 58211.13 1093.85 24 32 0 0.015 159.0 0.0 1098.83 0.00 90.00 0.00 A m iEMENT NO 89 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N NM 58706.13 1094.84 21 0.015 • LEMENT NO 90 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H illik 59356.13 1096.14 21 0.015 0.00 0.00 0.00 0 it ELEMENT NO 91 IS A REACH * * * *w U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 59406.13 1096.24 21 0.015 0.00 0.00 0.00 0 lit m il-EMENT NO 92 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ill 59506.13 1097.39 21 0.015 0.00 0.00 0.00 0 CLEMENT NO 93 IS A JUNCTION * * * * * * * illt U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 59526.13 1097.62 21 32 0 0.015 181.0 0.0 1100.81 0.00 90.00 0.00 POI CEMENT NO 94 IS A REACH * * * Si U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 59706.13 1099.69 21 0.015 0.00 0.00 0.00 0 in .EMENT NO 95 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N on 59707.13 1099.70 25 0.015 at 00 ON OW Po illt OM r ftm +11w F 0 5 1 5 P PAGE NO 10 SIM WATER.SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 96 IS A REACH * * * w U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 59878.70 1101.67 25 0.015 0.00 0.00 0.00 0 VW ELEMENT NO 97 IS A REACH * * * MO U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60042.11 1103.55 25 0.015 500.00 0.00 0.00 0 maLEMENT NO 98 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60156.13 1104.87 25 0.015 0.00 0.00 0.00 0 • LEMENT NO 99 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60647.45 1105.85 25 0.015 0.00 0.00 0.00 0 jLEMENT NO 100 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H NA 60721.13 1106.00 25 0.015 500.00 0.00 0.00 0 II LEMENT NO 101 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60756.13 1106.49 25 0.015 500.00 0.00 0.00 0 VW ELEMENT NO 102 IS A JUNCTION * * * * * * Om U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT-4 PHI 3 PHI 4 60789.49 1106.95 44 26 0 0.015 140.0 0.0 1106.85 0.00 90.00 0.00 • LEMENT NO 103 IS A BRIDGE EXIT U/S DATA STATION INVERT SECT M 60789.49 1106.95 27 ' NO 104 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60966.29 1108.00 27 0.014 0.00 0.00 0.00 0 mo LEMENT NO 105 IS A BRIDGE ENTRANCE tOM U/S DATA STATION INVERT SECT FP 60966.29 1108.00 27 1.000 CLEMENT NO 106 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N o 1 r 61671.45 1108.71 25 0.015 ELEMENT NO 107 IS A SYSTEM HEADWORKS MO U/S DATA STATION INVERT SECT W S ELEV 61671.45 1108.71 25 1109.96 NW EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING pm imoCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 1 WATER SURFACE PROFILE LISTING mu* 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS NOR ;TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 11111 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER r . /ELEM SO SF AVE HF NORM DEPTH ZR * * * ** ********* t**************r****** t***************************************** yr****r*** ** ** ** * **** * ****,r,r* * * * * ****** r **** * *** ** 446438.00 994.21 8.000 1002.210 3502.0 12.16 2.296 1004.506 2.15 6.650 9.00 36.00 0.00 0 0.00 61.69 0.00397 .001652 0.10 5.812 0.00 oft 6499.69 994.46 7.628 1002.083 3502.0 12.75 2.526 1004.609 2.36 6.650 9.00 36.00 0.00 0 0.00 Ito 49.25 0.00397 .001900 0.09 5.812 0.00 r 6548.94 994.65 7.276 1001.926 3502.0 13.37 2.776 1004.702 0.00 6.650 9.00 36.00 0.00 0 0.00 48ANS STR 0.01852 .001549 0.04 0.00 1 16575.94 995.15 8.038 1003.188 3502.0 10.36 1.666 1004.854 0.00 6.677 7.50 30.00 1.50 0 0.00 �NCT STR 0.00200 .000885 0.02 1.50 36595.94 995.19 8.678 1003.868 3273.0 8.77 1.194 1005.062 0.00 6.412 7.50 30.00 1.50 0 0.00 w 157.87 0.00198 .000754 0.12 6.519 1.50 0 16753.81 995.50 8.365 1003.867 3273.0 9.20 1.313 1005.180 0.00 6.412 7.50 30.00 1.50 0 0.00 ■w 34.19 0.00198 .000818 0.03 6.519 1.50 4 ""6788.00 995.57 8.297 1003.867 3273.0 9.29 1.341 1005.208 0.00 6.412 7.50 30.00 1.50 0 0.00 tot TRANS STR 0.00233 .002240 0.07 1.50 ✓ w 6818.00 995.64 7.483 1003.123 3273.0 12.32 2.355 1005.478 0.00 6.132 7.00 38.00 0.00 0 0.00 log BRIDGE EXIT 0.00 1006818.00 995.64 7.483 1003.123 3273.0 13.03 2.635 1005.758 0.00 6.357 7.00 38.00 0.00 2 1.00 'u 36.00 0.00194 .005252 0.19 7.000 0.00 36854.00 995.71 7.602 1003.312 3273.0 13.03 2.635 1005.947 0.00 6.357 7.00 38.00 0.00 2 1.00 • IDGE ENTRANCE 0.00 OW 36854.00 995.71 8.022 1003.732 3273.0 12.32 2.355 1006.087 0.00 6.132 7.00 38.00 0.00 0 0.00 •ANS STR 0.00200 .002066 0.06 0.00 w Mr rrr d.. 11 A.S.L. CONSULTING ENGINEERS F0515P PAGE 2 WATER SURFACE PROFILE LISTING w, 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM MO REVISED WATERSHEDS WITH STREET CAPACITY LIMITS TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR VW ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ▪ /ELEM SO SF AVE HF NORM DEPTH ZR WO ,a6884.00 995.77 9.611 1005.381 3273.0 7.67 0.913 1006.294 0.00 6.412 9.00 30.00 1.50 0 0.00 TRANS STR 0.00200 .000864 1.14 1.50 • 8200.00 998.40 7.420 1005.820 3273.0 10.72 1.786 1007.606 0.00 6.412 7.50 30.00 1.50 0 0.00 O w 143.17 0.00200 .001334 0.19 6.500 1.50 ow 8343.17 998.69 7.146 1005.832 3273.0 11.25 1.965 1007.797 0.00 6.412 7.50 30.00 1.50 0 0.00 Oof am 145.87 0.00200 .001528 0.22 6.500 1.50 11 %489.04 998.98 6.881 1005.859 3273.0 11.80 2.161 1008.020 0.00 6.412 7.50 30.00 1.50 0 0.00 145.96 0.00200 .001739 0.25 6.500 1.50 iw 38635.00 999.27 6.648 1005.918 3273.0 12.32 2.356 1008.274 0.00 6.412 7.50 30.00 1.50 0 0.00 - * M0 4 86P-RY NCT STR 0.00198 .001403 0.26 1.50 IOW 38822.00 999.64 7.653 1007.293 3043.0 9.59 1.427 1008.720 0.00 6.138 8.50 30.00 1.50 0 0.00 MOANS STR 0.00200 1.50 °'0450.00 1002.90 6.138 1009.038 3043.0 12.64 2.483 1011.521 0.00 6.138 6.00 30.00 1.50 0 0.00 err Citl48/1-Sff JUNCT STR 0.00200 .001538 0.03 1.50 ww 0470.00 1002.94 7.429 1010.369 2875.0 9.41 1.374 1011.743 0.00 5.931 6.00 30.00 1.50 0 0.00 iww 140.32 0.00200 .001025 0.14 6.043 1.50 wm ,10610.32 1003.22 7.155 1010.376 2875.0 9.87 1.511 1011.887 0.00 5.931 6.00 30.00 1.50 0 0.00 o * 138.55 0.00200 .001174 0.16 6.043 1.50 OM 40748.87 1003.50 6.889 1010.387 2875.0 10.35 1.662 1012.049 0.00 5.931 6.00 30.00 1.50 0 0.00 • 138.79 0.00200 .001344 0.19 6.043 1.50 Mw 40887.66 1003.77 6.632 1010.407 2875.0 10.85 1.829 1012.236 0.00 5.931 6.00 30.00 1.50 0 0.00 aft cm 144.08 0.00200 .001541 0.22 6.043 1.50 wm Mr wow r Ills toCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 3 WATER SURFACE PROFILE LISTING PM 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM MW REVISED WATERSHEDS WITH STREET CAPACITY LIMITS wm TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR - ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER "' /ELEM SO SF AVE HF NORM DEPTH ZR 411031.74 1004.06 6.383 1010.446 2875.0 11.38 2.011 1012.457 0.00 5.931 6.00 30.00 1.50 0 0.00 "1 170.76 0.00200 .001767 0.30 6.043 1.50 • 1202.50 1004.40 6.142 1010.547 2875.0 11.94 2.213 1012.760 0.00 5.931 6.00 30.00 1.50 0 0.00 law 150.44 0.00200 .001943 0.29 6.043 1.50 PM wir 1352.94 1004.71 6.043 1010.749 2875.0 12.18 2.303 1013.052 0.00 5.931 6.00 30.00 1.50 0 0.00 412.06 0.00200 .001999 0.82 6.043 1.50 *1765.00 1005.53 6.043 1011.573 2875.0 12.18 2.303 1013.876 0.00 5.931 6.00 30.00 1.50 0 0.00 BANAN4 • 4CT STR 0.00200 .001469 0.03 1.50 mm 41785.00 1005.57 7.221 1012.791 2707.0 9.18 1.309 1014.100 0.00 5.719 6.00 30.00 1.50 0 0.00 137.70 0.00200 .001007 0.14 5.841 1.50 ler 411922.70 1005.85 6.953 1012.798 2707.0 9.63 1.440 1014.238 0.00 5.719 6.00 30.00 1.50 0 0.00 w w 136.08 0.00200 .001153 0.16 5.841 1.50 0 "4058.78 1006.12 6.694 1012.812 2707.0 10.10 1.584 1014.396 0.00 5.719 6.00 30.00 1.50 0 0.00 ilr 136.44 0.00200 .001321 0.18 5.841 1.50 u m ?195.22 1006.39 6.443 1012.833 2707.0 10.59 1.742 1014.575 0.00 5.719 6.00 30.00 1.50 0 0.00 tow 141.57 0.00200 .001514 0.21 5.841 1.50 6,336.79 1006.67 6.200 1012.874 2707.0 11.11 1.916 1014.790 0.00 5.719 6.00 30.00 1.50 0 0.00 mw 165.08 0.00200 .001737 0.29 5.841 1.50 41 4501.87 1007.00 5.965 1012.969 2707.0 11.65 2.108 1015.077 0.00 5.719 6.00 30.00 1.50 0 0.00 ms 40.03 0.00200 .001868 0.07 5.841 1.50 MO 42541.90 1007.08 5.943 1013.027 2707.0 11.71 2.128 1015.155 0.00 5.719 6.00 30.00 1.50 0 0.00 I IRAULIC JUMP 1.50 w w Mm PPM rr woo 0.CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 4 WATER SURFACE PROFILE LISTING ow 100 YEAR.AMC III HYDRAULICS FOR 1-10 CHANNEL, FONTANA SCENARIO # I FILE: I1OCHL08.ELM o w REVISED WATERSHEDS WITH STREET CAPACITY LIMITS TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR OW ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER w /ELEM SO SF AVE HF NORM DEPTH ZR ONO 42541.90 1007.08 5.500 1012.584 2707.0 12.87 2.571 1015.155 0.00 5.719 6.00 30.00 1.50 0 0.00 Old 32.80 0.00200 .002548 0.08 5.841 1.50 2574.70 1007.15 5.409 1012.558 2707.0 13.13 2.677 1015.235 0.00 5.719 6.00 30.00 1.50 0 0.00 two 71.96 0.00200 .002816 0.20 5.841 1.50 0 • 2646.66 1007.29 5.200 1012.493 2707.0 13.77 2.945 1015.438 0.00 5.719 6.00 30.00 1.50 0 0.00 tiw 74.93 0.00200 .003235 0.24 5.841 1.50 • 2721.59 1007.44 4.998 1012.441 2707.0 14.44 3.239 1015.680 0.00 5.719 6.00 30.00 1.50 0 0.00 • 75.00 0.00200 .003717 0.28 5.841 1.50 Ow 42796.59 1007.59 4.803 1012.396 2707.0 15.15 3.563 1015.959 0.00 5.719 6.00 30.00 1.50 0 0.00 73.84 0.00200 .004273 0.32 5.841 1.50 tor 42870.43 1007.74 4.615 1012.356 2707.0 15.89 3.919 1016.275 0.00 5.719 6.00 30.00 1.50 0 0.00 two ow 72.04 0.00200 .004915 0.35 5.841 1.50 ' 1007.88 4.433 1012.318 2707.0 16.66 4.311 1016.629 0.00 5.719 6.00 30.00 1.50 0 0.00 ipr 69.92 0.00200 .005654 0.40 5.841 1.50 um 3012.39 1008.02 4.257 1012.282 2707.0 17.48 4.742 1017.024 0.00 5.719 6.00 30.00 1.50 0 0.00 rr 67.61 0.00200 .006507 0.44 5.841 1.50 000080.00 1008.16 4.088 1012.248 2707.0 18.33 5.217 1017.465 0.00 5.719 6.00 30.00 1.50 0 0.00 AL/140N D WINCT STR 0.00200 .009822 0.20 1.50 • 3100.00 1008.20 3.258 1011.458 2472.0 21.75 7.346 1018.804 0.00 5.412 6.00 30.00 1.50 0 0.00 Pm ANS STR 0.02183 .009395 0.56 1.50 m 43160.00 1009.51 4.959 1014.469 2472.0 18.17 5.124 1019.593 0.00 6.569 6.00 20.00 1.50 0 0.00 wm 01,392.52 0.00630 .005890 2.31 4.918 1.50 wm OS wr i m i CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 5 WATER SURFACE PROFILE LISTING w 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM WO REVISED WATERSHEDS WITH STREET CAPACITY LIMITS • TATION INVERT DEPTH N.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER 4/11 /ELEM SO SF AVE HF NORM DEPTH ZR 0 43552.52 1011.98 5.064 1017.046 2472.0 17.69 4.860 1021.906 0.00 6.569 6.00 20.00 1.50 0 0.00 OW 253.04 0.00630 .005312 1.34 4.918 1.50 • 3805.56 1013.58 5.256 1018.831 2472.0 16.87 4.418 1023.249 0.00 6.569 6.00 20.00 1.50 0 0.00 w 122.77 0.00630 .004642 0.57 4.918 1.50 60 3928.33 1014.35 5.454 1019.803 2472.0 16.08 4.016 1023.819 0.00 6.569 6.00 20.00 1.50 0 0.00 ",. 71.67 0.00630 .004058 0.29 4.918 1.50 1 05000.00 1014.80 5.659 1020.459 2472.0 15.33 3.651 1024.110 0.00 6.569 6.00 20.00 1.50 0 0.00 w 4NS STR 0.00627 .002987 0.36 1.50 Imo 44119.59 1015.55 6.569 1022.119 2472.0 12.61 2.467 1024.586 0.00 6.569 7.00 20.00 1.50 0 0.00 w S ANS STR 0.00630 1.50 44307.00 1016.73 4.290 1021.020 2472.0 16.73 4.347 1025.367 0.00 5.608 7.00 28.00 1.50 0 0.00 awANS STR 0.00661 .005389 0.11 1.50 "4326.68 1016.86 4.414 1021.274 2472.0 16.47 4.214 1025.488 0.00 5.477 7.00 34.00 0.00 0 0.00 IOW TRANS STR 0.01000 .005189 0.01 0.00 pm 5327.68 1016.87 4.417 1021.287 2472.0 16.46 4.207 1025.494 0.00 5.250 5.25 34.00 0.00 0 0.00 w BRIDGE EXIT 0.00 ow 1327.68 1016.87 5.151 1022.021 2472.0 15.00 3.493 1025.514 0.00 5.250 5.25 34.00 0.00 2 1.00 X5327.68 1016.87 5.505 1022.375 2472.0 14.78 3.392 1025.767 0.00 5.250 5.25 34.00 0.00 2 1.00 203.80 0.00554 .009185 1.87 5.145 0.00 PM 5531.48 1018.00 6.247 1024.247 2472.0 14.78 3.392 1027.639 0.00 5.250 5.25 34.00 0.00 2 1.00 NO BRIDGE ENTRANCE 0.00 4531.48 1018.00 6.856 1024.856 2472.0 13.87 2.986 1027.842 0.00 5.250 5.25 34.00 0.00 0 0.00 w AMR wr „. .., m iCENSEE: A.S.L. CONSULTING ENGINEERS FO515P PAGE 6 WATER SURFACE PROFILE LISTING w+a 100 YEAR.AMC III HYDRAULICS FOR I-1O CHANNEL, FONTANA SCENARIO # I FILE: I1OCHLO8.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ▪ 1TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 00 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER . /ELEM SO SF AVE HF NORM DEPTH ZR • CHe22 4 4INCT STR 0.04052 .003487 0.08 0.00 4555.42 1018.97 8.317 1027.287 2237.0 6.49 0.653 1027.940 0.00 5.184 5.30 29.00 1.50 0 0.00 • !ANS STR 0.00514 1.50 010 44650.82 1019.46 4.980 1024.440 2237.0 16.35 4.153 1028.593 0.00 6.203 5.30 20.00 1.50 0 0.00 we SW 182.89 0.00509 .004867 0.89 4.937 1.50 ▪ 4833.71 1020.39 5.016 1025.406 2237.0 16.20 4.076 1029.482 0.00 6.203 5.30 20.00 1.50 0 0.00 • 306.71 0.00509 .004500 1.38 4.937 1.50 ' 1021.95 5.207 1027.157 2237.0 15.45 3.706 1030.863 0.00 6.203 5.30 20.00 1.50 0 0.00 114.20 0.00419 .004196 0.48 5.207 1.50 low 5254.62 1022.43 5.207 1027.636 2237.0 15.45 3.706 1031.342 0.00 6.203 5.30 20.00 1.50 0 0.00 550.80 0.00419 .004046 2.23 5.207 1.50 moo • 5805.42 1024.74 5.314 1030.054 2237.0 15.05 3.516 1033.570 0.00 6.203 5.30 20.00 1.50 0 0.00 /260 PI'4NCT STR 0.00400 .005693 0.11 1.50 45825.42 1024.82 4.244 1029.064 2070.0 18.50 5.315 1034.379 0.00 5.931 5.30 20.00 1.50 0 0.00 39.89 0.00423 .007697 0.31 4.976 1.50 ryrn 45865.31 1024.99 4.180 1029.169 2070.0 18.85 5.518 1034.687 0.00 5.931 5.30 20.00 1.50 0 0.00 Ii 92.57 0.00423 .008484 0.79 4.976 1.50 045957.88 1025.38 4.022 1029.403 2070.0 19.77 6.070 1035.473 0.00 5.931 5.30 20.00 1.50 0 0.00 00 82.54 0.00423 .009732 0.80 4.976 1.50 ▪ 6040.42 1025.73 3.869 1029.599 2070.0 20.74 6.676 1036.275 0.00 5.931 5.30 20.00 1.50 0 0.00 id TRANS STR 0.01058 .010359 1.62 1.50 00 406196.42 1027.38 3.877 1031.257 2070.0 20.68 6.641 1037.898 0.00 5.931 4.30 20.00 1.50 0 0.00 moo OW um 1 10ENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 7 WATER SURFACE PROFILE LISTING oft 100 YEAR.AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM MO REVISED WATERSHEDS WITH STREET CAPACITY LIMITS STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR • ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 'm. /ELEM SO SF AVE HF NORM DEPTH ZR IYM ,m 428.72 0.01060 .009848 4.22 3.848 1.50 11 6625.14 1031.92 3.984 1035.907 2070.0 20.00 6.214 1042.121 0.00 5.931 4.30 20.00 1.50 0 0.00 om 224.21 0.01060 .008776 1.97 3.848 1.50 46849.35 1034.30 4.141 1038.440 2070.0 19.07 5.649 1044.089 0.00 5.931 4.30 20.00 1.50 0 0.00 oo MO 119.41 0.01060 .007653 0.91 3.848 1.50 46968.76 1035.56 4.303 1039.867 2070.0 18.19 5.135 1045.002 0.00 5.931 4.30 20.00 1.50 0 0.00 Ili 76.37 0.01060 .006677 0.51 3.848 1.50 ° `.7045.13 1036.37 4.470 1040.843 2070.0 17.34 4.669 1045.512 0.00 5.931 4.30 20.00 1.50 0 0.00 Yrr 52.70 0.01060 .005827 0.31 3.848 1.50 •7097.83 1036.93 4.643 1041.575 2070.0 16.53 4.244 1045.819 0.00 5.931 4.30 20.00 1.50 0 0.00 ow 37.59 0.01060 .005086 0.19 3.848 1.50 ir47135.42 1037.33 4.822 1042.152 2070.0 15.76 3.858 1046.010 0.00 5.931 4.30 20.00 1.50 0 0.00 GT/dr ate 0. 4NCT STR 0.01050 .006575 0.13 1.50 MO 47155.42 1037.54 3.918 1041.458 1903.0 18.77 5.472 1046.930 0.00 5.648 4.30 20.00 1.50 0 0.00 oft 15.31 0.01059 .008355 0.13 3.670 1.50 or 47170.73 1037.70 3.932 1041.634 1903.0 18.69 5.424 1047.058 0.00 5.648 4.30 20.00 1.50 0 0.00 oft • 119.69 0.01059 .007770 0.93 3.670 1.50 • 7290.42 1038.97 4.087 1043.057 1903.0 17.82 4.931 1047.988 0.00 5.648 4.30 20.00 1.50 0 0.00 TRANS STR 0.01064 .004750 1.19 1.50 OM 7540.42 1041.63 5.648 1047.278 1903.0 11.83 2.175 1049.453 0.00 5.648 6.00 20.00 1.50 0 0.00 ▪ f1 82.67 0.00200 .002130 0.18 5.839 1.50 um 407623.09 1041.80 5.839 1047.634 1903.0 11.33 1.994 1049.628 0.00 5.648 6.00 20.00 1.50 0 0.00 sr trr yyCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 8 WATER SURFACE PROFILE LISTING w w. 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # I FILE: 110CHL08.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ▪ TATION INVERT DEPTH W.S. C VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 4411 /ELEM SO SF AVE HF NORM DEPTH ZR • 827.33 0.00200 .002000 1.65 5.839 1.50 1 48450.42 1043.45 5.839 1049.289 1903.0 11.33 1.994 1051.283 0.00 5.648 6.00 20.00 1.50 0 0.00 gemeaxic • NCT STR 0.00200 .001419 0.03 1.50 11W 48470.42 1043.49 7.040 1050.530 1741.0 8.09 1.017 1051.547 0.00 5.362 6.00 20.00 1.50 0 0.00 pm OW 20.00 0.00200 .000847 0.02 5.562 1.50 46490.42 1043.53 7.002 1050.532 1741.0 8.15 1.032 1051.564 0.00 5.362 6.00 20.00 1.50 0 0.00 * 24.09 0.00588 .000906 0.02 4.120 1.50 ' y.0' 8514.51 1043.67 6.796 1050.468 1741.0 8.48 1.118 1051.586 0.00 5.362 0 a6 20.00 1.50 0 0.00 HYDRAULIC JUMP 1.50 ow 5.$6 8514.51 1043.67 4.119 1047.791 1741.0 16.15 4.049 1051.840 0.00 5.362 4.98' 20.00 1.50 0 0.00 235.91 0.00588 .005900 1.39 4.120 1.50 gm 1 /60 608750.42 1045.06 4.116 1049.176 1741.0 16.16 4.056 1053.232 0.00 5.362 ..80' 20.00 1.50 0 0.00 *MANS STR 0.01000 .005902 0.01 1.50 48751.42 1045.07 4.118 1049.188 1741.0 16.15 4.050 1053.238 0.00 5.362 4.50 20.00 1.50 0 0.00 oft 432.20 0.00590 .005897 2.55 4.118 1.50 rrr 49183.62 1047.62 4.118 1051.736 1741.0 16.15 4.050 1055.786 0.00 5.362 4.50 20.00 1.50 0 0.00 um 566.80 0.00590 .006112 3.46 4.118 1.50 m19750.42 1050.96 4.037 1054.997 1741.0 16.55 4.253 1059.250 0.00 5.362 4.50 20.00 1.50 0 0.00 OM 25.00 0.01120 .006103 0.15 3.433 1.50 9775.42 1051.24 4.121 1055.361 1741.0 16.13 4.042 1059.403 0.00 5.362 4.50 20.00 1.50 0 0.00 ' (3H JUNCT STR 0.01150 .008339 0.17 1.50 am 0109795.42 1051.47 3.280 1054.750 1578.0 19.31 5.788 1060.538 0.90 5.061 4.50 20.00 1.50 0 0.00 oft 11111 00 CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 9 WATER SURFACE PROFILE LISTING PR 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS pm 1TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER OM /ELEM SO SF AVE HF NORM DEPTH ZR ,mm 297.74 0.01128 .010252 3.05 3.239 1.50 • 0093.16 1054.83 3.381 1058.211 1578.0 18.61 5.379 1063.590 0.00 5.061 4.50 20.00 1.50 0 0.00 om STR 0.01132 .007760 2.69 1.50 of 50440.42 1058.76 3.911 1062.671 1578.0 15.60 3.777 1066.448 0.00 5.061 4.00 20.00 1.50 0 0.00 pm .ANS STR 0.02733 .004118 0.62 1.50 • 0590.42 1062.86 3.043 1065.903 1578.0 9.50 1.402 1067.305 0.00 3.043 3.80 50.00 1.50 0 0.00 00 24.27 0.00188 .002253 0.05 3.280 1.50 ▪ 0614.69 1062.91 3.180 1066.086 1578.0 9.06 1.275 1067.361 0.00 3.043 3.80 50.00 1.50 0 0.00 mr 7.66 0.00188 .002074 0.02 3.280 1.50 los 0622.35 1062.92 3.191 1066.111 1578.0 9.03 1.265 1067.376 0.43 3.043 3.80 50.00 1.50 0 0.00 taw e. 121.51 0.00181 .001959 0.24 3.316 1.50 100743.86 1063.14 3.292 1066.432 1578.0 8.73 1.182 1067.614 0.00 3.043 3.80 50.00 1.50 0 0.00 PI 238.95 0.00180 .001829 0.44 3.320 1.50 50982.81 1063.57 3.320 1066.891 1578.0 8.64 1.160 1068.051 0.00 3.043 3.80 50.00 1.50 0 0.00 ow 210.22 0.00180 .001803 0.38 3.320 1.50 trr 51193.03 1063.95 3.320 1067.270 1578.0 8.64 1.160 1068.430 0.40 3.043 3.80 50.00 1.50 0 0.00 Iy 42.39 0.00189 .001816 0.08 3.276 1.50 * 1235.42 1064.03 3.307 1067.337 1578.0 8.68 1.170 1068.507 0.00 3.043 3.80 50.00 1.50 0 0.00 JUNC�t0.00150 .001280 0.03 1.50 • 1255.42 1064.06 4.055 1068.115 1410.0 6.20 0.597 1068.712 0.21 2.829 3.80 50.00 1.50 0 0.00 III 50.76 0.00177 .000757 0.04 3.122 1.50 4'1306.18 1064.15 3.978 1068.128 1410.0 6.33 0.623 1068.751 0.00 2.829 3.80 50.00 1.50 0 0.00 es 0. rrr 00 CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 10 WATER SURFACE PROFILE LISTING w�a 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ;TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR NM ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 00 . /ELEM SO SF AVE HF NORM DEPTH 2R p 111.30 0.00179 .000842 0.09 3.112 1.50 1417.48 1064.35 3.810 1068.159 1410.0 6.64 0.685 1068.844 0.00 2.829 3.80 50.00 1.50 0 0.00 Pi 113.79 0.00179 .000976 0.11 3.112 1.50 51531.27 1064.55 3.648 1068.201 1410.0 6.97 0.754 1068.955 0.00 2.829 3.80 50.00 1.50 0 0.00 PM 120.43 0.00179 .001129 0.14 3.112 1.50 0 41651.70 1064.77 3.493 1068.262 1410.0 7.31 0.829 1069.091 0.00 2.829 3.80 50.00 1.50 0 0.00 10 134.41 0.00179 .001306 0.18 3.112 1.50 `'1786.11 1065.01 3.347 1068.357 1410.0 7.66 0.910 1069.267 0.13 2.829 3.80 50.00 1.50 0 0.00 MO 183.68 0.00180 .001512 0.28 3.109 1.50 mm 1969.79 1065.34 3.204 1068.544 1410.0 8.03 1.001 1069.545 0.14 2.829 3.80 50.00 1.50 0 0.00 55.64 0.00180 .001647 0.09 3.109 1.50 PM 41025.43 1065.44 3.177 1068.617 1410.0 8.10 1.020 1069.637 0.35 2.829 3.80 50.00 1.50 0 0.00 0 " 297.75 0.00180 .001736 0.52 3.106 1.50 IIM 52323.18 1065.98 3.106 1069.083 1410.0 8.31 1.071 1070.154 0.37 2.829 3.80 50.00 1.50 0 0.00 mm 312.24 0.00180 .001803 0.56 3.106 1.50 1r 52635.42 1066.54 3.106 1069.646 1410.0 8.31 1.071 1070.717 0.00 2.829 3.80 50.00 1.50 0 0.00 POP4 PICT STR 0.00150 .001247 0.02 1.50 wfi2655.42 1066.57 3.827 1070.397 1242.0 5.82 0.526 1070.923 0.00 2.606 3.80 50.00 1.50 0 0.00 ANS STR 0.00178 .001133 0.05 1.50 IM 2700.42 1066.65 3.410 1070.060 1242.0 8.07 1.012 1071.072 0.00 2.988 3.80 40.00 1.50 0 0.00 27.10 0.00185 .001592 0.04 3.255 1.50 mm 002727.52 1066.70 3.390 1070.090 1242.0 8.13 1.026 1071.116 0.06 2.988 3.80 40.00 1.50 0 0.00 w sow mo CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 11 WATER SURFACE PROFILE LISTING ""s 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM YtI REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ww TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER • /ELEM SO SF AVE HF NORM DEPTH ZR an 70.73 0.00184 .001645 0.12 3.259. 1.50 2798.25 1066.83 3.346 1070.176 1242.0 8.25 1.056 1071.232 0.00 2.988 3.80 40.00 1.50 0 0.00 WO 131.96 0.00180 .001704 0.22 3.280 1.50 tat 52930.21 1067.07 3.320 1070.387 1242.0 8.32 1.074 1071.461 0.00 2.988 3.80 40.00 1.50 0 0.00 Wi DRAULIC JUMP 1.50 42930.21 1067.07 2.676 1069.743 1242.0 10.54 1.727 1071.470 0.00 2.988 3.80 40.00 1.50 0 0.00 • 0.29 0.00180 .003582 0.00 3.280 1.50 ▪ 2930.50 1067.07 2.676 1069.744 1242.0 10.55 1.727 1071.471 0.00 2.988 3.80 40.00 1.50 0 0.00 28.11 0.00180 .003868 0.11 3.280 1.50 w 2958.61 1067.12 2.561 1069.679 1242.0 11.06 1.900 1071.579 0.00 2.988 3.80 40.00 1.50 0 0.00 em 29.79 0.00180 .004485 0.13 3.280 1.50 W2988.40 1067.17 2.451 1069.623 1242.0 11.60 2.090 1071.713 0.00 2.988 3.80 40.00 1.50 0 0.00 "" 30.40 0.00180 .005202 0.16 3.280 1.50 1Yi 53018.80 1067.23 2.345 1069.571 1242.0 12.17 2.299 1071.870 0.00 2.988 3.80 40.00 1.50 0 0.00 um 30.34 0.00180 .006035 0.18 3.280 1.50 r 53049.14 1067.28 2.244 1069.525 1242.0 12.76 2.529 1072.054 0.00 2.988 3.80 40.00 1.50 0 0.00 a 1�1 29.91 0.00180 .007005 0.21 3.280 1.50 *13079.05 1067.34 2.147 1069.482 1242.0 13.38 2.782 1072.264 0.00 2.988 3.80 40.00 1.50 0 0.00 ON 29.19 0.00180 .008133 0.24 3.280 1.50 • 3108.24 1067.39 2.054 1069.441 1242.0 14.04 3.060 1072.501 0.00 2.988 3.80 40.00 1.50 0 0.00 MO 28.32 0.00180 .009444 0.27 3.280 1.50 on &136.56 1067.44 1.964 1069.402 1242.0 14.72 3.366 1072.768 0.00 2.988 3.80 40.00 1.50 0 0.00 WA SW ow pm •CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 12 WATER SURFACE PROFILE LISTING mm 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # 1 FILE: I10CHL08.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS pm TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ill ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ▪ /ELEM SO SF AVE HF NORM DEPTH ZR ,om 27.34 0.00180 .010972 0.30 3.280 1.50 6 13163.90 1067.49 1.878 1069.365 1242.0 15.44 3.703 1073.068 0.00 2.988 3.80 40.00 1.50 0 0.00 Pm 26.30 0.00180 .012751 0.34 3.280 1.50 it 53190.20 1067.54 1.796 1069.331 1242.0 16.20 4.073 1073.404 0.00 2.988 3.80 40.00 1.50 0 0.00 25.22 0.00180 .014821 0.37 3.280 1.50 . 3215.42 1067.58 1.717 1069.297 1242.0 16.99 4.480 1073.777 0.00 2.988 3.80 40.00 1.50 0 0.00 DEANS STR 0.00183 .010464 1.83 1.50 • 3390.42 1067.90 4.532 1072.432 1242.0 14.58 3.301 1075.733 0.00 5.483 5.00 12.00 1.50 0 0.00 irn 343.06 0.00501 .004939 1.69 4.527 1.50 mm Om 3733.48 1069.62 4.558 1074.178 1242.0 14.47 3.249 1077.427 0.00 5.483 5.00 12.00 1.50 0 0.00 151.72 0.00501 .004825 0.73 4.528 1.50 mm5885.20 1070.38 4.588 1074.968 1242.0 14.34 3.192 1078.160 0.00 5.483 5.00 12.00 1.50 0 0.00 ""' 70.22 0.00498 .004727 0.33 4.534 1.50 53955.42 1070.73 4.608 1075.338 1242.0 14.25 3.154 1078.492 0.00 5.483 5.00 12.00 1.50 0 0.00 ■"' eATRwsh NCT STR 0.00450 .007633 0.15 1.50 53975.42 1070.82 3.423 1074.243 1074.0 18.31 5.207 1079.450 0.00 5.061 5.00 12.00 1.50 0 0.00 PPM MANS STR 0.05667 .009385 0.14 1.50 003990.42 1071.67 3.670 1075.341 1074.0 16.72 4.340 1079.681 0.00 5.061 4.50 12.00 1.50 0 0.00 MO 450.84 0.00820 .008136 3.67 3.669 1.50 mm 4441.26 1075.37 3.683 1079.050 1074.0 16.64 4.298 1083.348 0.00 5.061 4.50 12.00 1.50 0 0.00 MO 410.35 0.00820 .007577 3.11 3.669 1.50 0 1078.73 3.819 1082.550 1074.0 15.86 3.907 1086.457 0.00 5.061 4.50 12.00 1.50 0 0.00 amt wm rr O koCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 13 WATER SURFACE PROFILE LISTING w 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # 1 FILE: I10CHL08.ELM Mu REVISED WATERSHEDS WITH STREET CAPACITY LIMITS !A TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 014 /ELEM SO SF AVE HF NORM DEPTH ZR mi *** e***** yryr** r*** *,r,r*** ***** ***yr * * ** *** *, ***r********** r*******************r, r**** ** **** * * *** ** * ** *** ** * * *** * **** r* * * * ********* ** pm 137.59 0.00820 .006632 0.91 3.669 1.50 14989.20 1079.86 3.959 1083.819 1074.0 15.12 3.552 1087.371 0.00 5.061 4.50 12.00 1.50 0 0.00 ▪ 74.84 0.00820 .005807 0.43 3.669 1.50 55064.04 1080.47 4.102 1084.575 1074.0 14.42 3.229 1087.804 0.00 5.061 4.50 12.00 1.50 0 0.00 ►.a 46.69 0.00820 .005085 0.24 3.669 1.50 ▪ 5110.73 1080.86 4.251 1085.107 1074.0 13.75 2.936 1088.043 0.00 5.061 4.50 12.00 1.50 0 0.00 1111 30.52 0.00820 .004455 0.14 3.669 1.50 ▪ 5141.25 1081.11 4.403 1085.509 1074.0 13.11 2.669 1088.178 0.00 5.061 4.50 12.00 1.50 0 0.00 19.90 0.00820 .003903 0.08 3.669 1.50 5161.15 1081.27 4.560 1085.829 1074.0 12.50 2.426 1088.255 0.00 5.061 4.50 12.00 1.50 0 0.00 Im 12.30 0.00820 .003421 0.04 3.669 1.50 616173.45 1081.37 4.722 1086.092 1074.0 11.92 2.206 1088.298 0.00 5.061 4.50 12.00 1.50 0 0.00 m+ 6.55 0.00820 .002999 0.02 3.669 1.50 55180.00 1081.42 4.889 1086.313 1074.0 11.36 2.005 1088.318 0.00 5.061 4.50 12.00 1.50 0 0.00 u m 1.96 0.00820 .002628 0.01 3.669 1.50 is 55181.96 1081.44 5.061 1086.501 1074.0 10.83 1.822 1088.323 0.00 5.061 4.50 12.00 1.50 0 0.00 " C'vraoS 1CT STR 0.00800 .001373 0.03 1.50 015201.96 1081.60 6.999 1088.599 696.0 4.42 0.303 1088.902 0.00 3.963 4.50 12.00 1.50 0 0.00 24.44 0.00825 .000311 0.01 2.886 1.50 inl i226.40 1081.80 6.775 1088.577 696.0 4.64 0.334 1088.911 0.00 3.963 4.50 12.00 1.50 0 0.00 s 15.56 0.00825 .000346 0.01 2.886 1.50 OM 4241.96 1081.93 6.631 1088.561 696.0 4.78 0.355 1088.916 0.00 3.963 4.50 12.00 1.50 0 0.00 mu U M pm hiCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 14 WATER SURFACE PROFILE LISTING P M 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM WM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS Pm TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER !^ /ELEM SO SF AVE HF NORM DEPTH ZR j( t 1NS STR 0.00850 .001614 0.03 1.50 11 %261.96 1082.10 5.939 1088.039 696.0 8.21 1.047 1089.086 0.00 3.735 5.00 17.00 0.00 0 0.00 I DGE EXIT 0.00 55261.96 1082.10 5.939 1088.039 696.0 8.75 1.190 1089.229 0.00 3.889 5.00 17.00 0.00 1 1.00 mm 111 114.00 0.00509 .003863 0.44 3.712 0.00 X375.96 1082.68 5.800 1088.480 696.0 8.75 1.190 1089.670 0.00 3.889 5.00 17.00 0.00 1 1.00 IDGE ENTRANCE 0.00 1 " 4 375.96 1082.68 6.014 1088.694 696.0 8.21 1.047 1089.741 0.00 3.735 5.00 17.00 0.00 0 0.00 TRANS STR 0.05324 .001969 0.05 0.00 MI 401.13 1084.02 5.010 1089.030 696.0 7.12 0.787 1089.817 0.28 3.963 6.00 12.00 1.50 0 0.00 28.05 0.00440 .001147 0.03 3.432 1.50 10429.18 1084.14 4.840 1088.983 696.0 7.47 0.866 1089.849 0.30 3.963 6.00 12.00 1.50 0 0.00 Pm 25.41 0.00440 .001308 0.03 3.432 1.50 km 55454.59 1084.26 4.675 1088.930 696.0 7.83 0.952 1089.882 0.32 3.963 6.00 12.00 1.50 0 0.00 • 20.23 0.00440 .001481 0.03 3.432 1.50 55474.82 1084.34 4.533 1088.877 696.0 8.17 1.036 1089.913 0.34 3.963 6.00 12.00 1.50 0 0.00 PE EhhpAULIC JUMP 1.50 11474.82 1084.34 3.436 1087.780 696.0 11.81 2.165 1089.945 0.63 3.963 6.00 12.00 1.50 0 0.00 80.86 0.00440 .004376 0.35 3.432 1.50 555.68 1084.70 3.438 1088.138 696.0 11.80 2.162 1090.300 0.63 3.963 6.00 12.00 1.50 0 0.00 105.02 0.00438 .004366 0.46 3.436 1.50 OM 60.70 1085.16 3.440 1088.600 696.0 11.79 2.158 1090.758 0.00 3.963 6.00 12.00 1.50 0 0.00 u m MI ism A CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 15 WATER SURFACE PROFILE LISTING I�w 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS PM TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER • /ELEM SO SF AVE HF NORM DEPTH ZR 44ANS STR 0.00435 .004383 0.35 1.50 45741.13 1085.51 3.431 1088.941 696.0 11.83 2.173 1091.114 0.00 3.963 4.50 12.00 1.50 0 0.00 ▪ 700.35 0.00440 .004404 3.08 3.431 1.50 /1# 56441.48 1088.59 3.431 1092.025 696.0 11.83 2.173 1094.198 0.00 3.963 4.50 12.00 1.50 0 0.00 mm MN 263.88 0.00440 .004247 1.12 3.431 1.50 46705.36 1089.76 3.501 1093.257 696.0 11.52 2.062 1095.319 0.00 3.963 4.50 12.00 1.50 0 0.00 II 100.77 0.00440 .003833 0.39 3.431 1.50 !16806.13 1090.20 3.631 1093.831 696.0 10.99 1.874 1095.705 0.00 3.963 4.50 12.00 1.50 0 0.00 TRANS STR 0.00443 .003084 0.22 1.50 PM 76.13 1090.51 3.963 1094.473 696.0 9.79 1.487 1095.960 0.00 3.963 5.50 12.00 1.50 0 0.00 N JUN T Q STR SI 0.00450 .001545 0.03 1.50 R li6896.13 1090.60 5.339 1095.939 537.0 5.03 0.392 1096.331 0.00 3.412 5.50 12.00 1.50 0 0.00 +A 36.35 0.00439 .000535 0.02 2.978 1.50 u 56932.48 1090.76 5.160 1095.919 537.0 5.27 0.432 1096.351 0.00 3.412 5.50 12.00 1.50 0 0.00 34.70 0.00439 .000610 0.02 2.978 1.50 111 56967.18 1090.91 4.986 1095.898 537.0 5.53 0.475 1096.373 0.00 3.412 5.50 12.00 1.50 0 0.00 mw • 33.00 0.00439 .000695 0.02 2.978 1.50 m5 1091.06 4.817 1095.873 537.0 5.80 0.522 1096.395 0.00 3.412 5.50 12.00 1.50 0 0.00 s 31.25 0.00439 .000793 0.02 2.978 1.50 031.43 1091.19 4.652 1095.845 537.0 6.08 0.574 1096.419 0.00 3.412 5.50 12.00 1.50 0 0.00 29.41 0.00439 .000905 0.03 2.978 1.50 PO 6'060.84 1091.32 4.492 1095.814 537.0 6.38 0.632 1096.446 0.00 3.412 5.50 12.00 1.50 0 0.00 PM OM IM lCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 16 WATER SURFACE PROFILE LISTING mom 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS OR TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 11411 ./ELEM SO SF AVE HF NORM DEPTH ZR O 27.44 0.00439 .001032 0.03 2.978 1.50 47088.28 1091.44 4.337 1095.780 537.0 6.69 0.695 1096.475 0.00 3.412 5.50 12.00 1.50 0 0.00 mw 25.33 0.00439 .001178 0.03 2.978 1.50 MGM 57113.61 1091.55 4.187 1095.741 537.0 7.02 0.765 1096.506 0.00 3.412 5.50 12.00 1.50 0 0.00 40 22.99 0.00439 .001345 0.03 2.978 1.50 • 7136.60 1091.65 4.040 1095.694 537.0 7.36 0.841 1096.535 0.00 3.412 5.50 12.00 1.50 0 0.00 19.53 0.00439 .001532 0.03 2.978 1.50 • 7156.13 1091.74 3.905 1095.645 537.0 7.70 0.921 1096.566 0.00 3.412 5.50 12.00 1.50 0 0.00 le 179.96 0.00200 .001745 0.31 3.694 1.50 1 67336.09 1092.10 3.767 1095.867 537.0 8.08 1.013 1096.880 0.00 3.412 5.50 12.00 1.50 0 0.00 274.11 0.00200 .001930 0.53 3.694 1.50 mom 017610.20 1092.65 3.694 1096.342 537.0 8.29 1.067 1097.409 0.00 3.412 5.50 12.00 1.50 0 0.00 Pm 555.93 0.00200 .001999 1.11 3.694 1.50 kM 58166.13 1093.76 3.694 1097.454 537.0 8.29 1.067 1098.521 0.00 3.412 5.50 12.00 1.50 0 0.00 w 25.00 0.00200 .001999 0.05 3.694 1.50 Ur 58191.13 1093.81 3.694 1097.504 537.0 8.29 1.067 1098.571 0.00 3.412 5.50 12.00 1.50 0 0.00 "" C ' I P QeSS imeNCT STR 0.00200 .001182 0.02 1.50 1 18211.13 1093.85 4.825 1098.675 378.0 4.07 0.258 1098.933 0.00 2.775 5.50 12.00 1.50 0 0.00 TRANS STR 0.00200 .000562 0.28 1.50 • 8706.13 1094.84 3.970 1098.810 378.0 5.30 0.437 1099.247 0.00 2.775 4.50 12.00 1.50 0 0.00 MO 81.12 0.00200 .000813 0.07 3.047 1.50 mom 114A787.25 1095.00 3.830 1098.832 378.0 5.56 0.480 1099.312 0.00 2.775 4.50 12.00 1.50 0 0.00 mom mom wn moo yCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 17 WATER SURFACE PROFILE LISTING PM 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS 4104 TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 00 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ! /ELEM SO SF AVE HF NORM DEPTH ZR w 81.93 0.00200 .000929 0.08 3.047 1.50 2 18869.18 1095.17 3.694 1098.860 378.0 5.83 0.528 1099.388 0.00 2.775 4.50 12.00 1.50 0 0.00 ANA 84.08 0.00200 .001061 0.09 3.047 1.50 Nr 58953.26 1095.33 3.562 1098.896 378.0 6.12 0.581 1099.477 0.00 2.775 4.50 12.00 1.50 0 0.00 00 88.57 0.00200 .001213 0.11 3.047 1.50 41 59041.83 1095.51 3.435 1098.946 378.0 6.42 0.639 1099.585 0.00 2.775 4.50 12.00 1.50 0 0.00 10 97.90 0.00200 .001387 0.14 3.047 1.50 9139.73 1095.71 3.311 1099.018 378.0 6.73 0.703 1099.721 0.00 2.775 4.50 12.00 1.50 0 0.00 OM 120.53 0.00200 .001587 0.19 3.047 1.50 00 )260.26 1095.95 3.190 1099.138 378.0 7.06 0.774 1099.912 0.00 2.775 4.50 12.00 1.50 0 0.00 48.12 0.00200 .001725 0.08 3.047 1.50 Pk 00)308.38 1096.04 3.158 1099.202 378.0 7.15 0.794 1099.996 0.00 2.775 4.50 12.00 1.50 0 0.00 +"9RAULIC JUMP 1.50 59308.38 1096.04 2.416 1098.460 378.0 10.01 1.556 1100.016 0.00 2.775 4.50 12.00 1.50 0 0.00 3.26 0.00200 .004621 0.02 3.047 1.50 id 59311.64 1096.05 2.406 1098.457 378.0 10.07 1.573 1100.030 0.00 2.775 4.50 12.00 1.50 0 0.00 r .i 21.90 0.00200 .005000 0.11 3.047 1.50 01033.54 1096.10 2.314 1098.409 378.0 10.56 1.730 1100.139 0.00 2.775 4.50 12.00 1.50 0 0.00 011 22.59 0.00200 .005738 0.13 3.047 1.50 ?356.13 1096.14 2.226 1098.366 378.0 11.07 1.903 1100.269 0.00 2.775 4.50 12.00 1.50 0 0.00 MO 4.46 0.00200 .006216 0.03 3.047 1.50 five 1+360.59 1096.15 2.209 1098.358 378.0 11.18 1.939 1100.297 0.00 2.775 12.00 1.50 0 0.00 0m 00 imCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 18 WATER SURFACE PROFILE LISTING pm 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM IMP REVISED WATERSHEDS WITH STREET CAPACITY LIMITS TATION INVERT DEPTH N.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ▪ /ELEM SO SF AVE HF NORM DEPTH ZR - 22.83 0.00200 .006767 0.15 3.047 1.50 �,,y y3g 39383.42 1096.19 2.124 1098.319 378.0 11.72 2.133 1100.452 0.00 2.775 4 &O 12.00 1.50 0 0.00 am 22.71 0.00200 .007772 0.18 3.047 1.50 1110 42q 59406.13 1096.24 2.041 1098.281 378.0 12.29 2.347 1100.628 0.00 2.775 /150 12.00 1.50 0 0.00 ww • 32.72 0.01150 .007816 0.26 1.860 1.50 • 9438.85 1096.62 2.116 1098.732 378.0 11.77 2.151 1100.883 0.00 2.775 . 12.00 1.50 0 0.00 a 23.81 0.01150 .006850 0.16 1.860 1.50 so y Mil k , 462.66 1096.89 2.201 1099.091 378.0 11.22 1.956 1101.047 0.00 2.775 12.00 1.50 0 0.00 16.28 0.01150 .005967 0.10 1.860 1.50 3 f7 x478.94 1097.08 2.289 1099.366 378.0 10.70 1.778 1101.144 0.00 2.775 ¢o17 12.00 1.50 0 0.00 11.25 0.01150 .005200 0.06 1.860 1.50 q3 107490.19 1097.21 2.380 1099.587 378.0 10.20 1.616 1101.203 0.00 2.775 /rS11 12.00 1.50 0 0.00 41" 7.63 0.01150 .004533 0.03 1.860 1.50 -r 3.81 59497.82 1097.29 2.473 1099.767 378.0 9.73 1.469 1101.236 0.00 2.775 &h0' 12.00 1.50 0 0.00 am 4.85 0.01150 .003953 0.02 1.860 1.50 3.87 59502.67 1097.35 2.570 1099.920 378.0 9.27 1.336 1101.256 0.00 2.775 44,9C 12.00 1.50 0 0.00 art 2.64 0.01150 .003448 0.01 1.860 1.50 X246 160505.31 1097.38 2.671 1100.052 378.0 8.84 1.214 1101.266 0.00 2.775 4.1:10 12.00 1.50 0 0.00 0.82 0.01150 .003007 0.00 1.860 1.50 MU 506.13 1097.39 2.775 1100.165 378.0 8.43 1.103 1101.268 0.00 2.775 � 12.00 1.50 0 0.00 5M&/A9 JUNCT STR 0.01150 .001502 0.03 1.50 ON 3.77 W526.13 1097.62 3.985 1101.605 197.0 2.75 0.117 1101.722 0.00 1.871 `/ htf 12.00 1.50 0 0.00 w w In um um Pm iwiCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 19 WATER SURFACE PROFILE LISTING Oa 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM IMF REVISED WATERSHEDS WITH STREET CAPACITY LIMITS am STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR IN ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER gm t/ELEM SO SF AVE HF NORM DEPTH ZR a **********w****** * * *** *** *** * * * *,►,r*** ** ** ** * *, *** *** ** ** * *,r * *** ** **** raw,►, e,r****** ********** ***** ►**** *a * ****,r,r*** *** *,r *** ***** * *• on 11.40 0.01150 .000218 0.00 1.275 1.50 6 19537.53 1097.75 3.844 1101.595 197.0 2.88 0.129 1101.724 0.00 1.871 ferit 12.00 1.50 0 0.00 PR 10.97 0.01150 .000249 0.00 1.275 1.50 at 3.e% 59548.50 1097.88 3.708 1101.585 197.0 3.03 0.142 1101.727 0.00 1.871 44.917 12.00 1.50 0 0.00 um ON 10.51 0.01150 .000284 0.00 1.275 1.50 3.63 49559.01 1098.00 3.576 1101.574 197.0 3.17 0.156 1101.730 0.00 1.871 4e917 12.00 1.50 0 0.00 IIII 10.08 0.01150 .000325 0.00 1.275 1.50 4/1 9569.09 1098.11 3.448 1101.562 197.0 3.33 0.172 1101.734 0.00 1.871 1.e3O 12.00 1.50 0 0.00 NO 9.63 0.01150 .000371 0.00 1.275 1.50 um SW ilit 9578.72 1098.22 3.323 1101.548 197.0 3.49 0.189 1101.737 0.00 1.871 4.:111 12.00 1.50 0 0.00 am 9.18 0.01150 .000424 0.00 1.275 1.50 3.5► 6119587.90 1098.33 3.203 1101.533 197.0 3.66 0.208 1101.741 0.00 1.871 imr517 12.00 1.50 0 0.00 ""' 8.72 0.01150 .000486 0.00 1.275 1.50 - 3.y7 59596.62 1098.43 3.086 1101.517 197.0 3.84 0.229 1101.746 0.00 1.871 4.90 12.00 1.50 0 0.00 MR 8.25 0.01150 .000557 0.00 1.275 1.50 aa 59604.87 1098.53 2.973 1101.499 197.0 4.03 0.252 1101.751 0.00 1.871 I0 12.00 1.50 0 0.00 ,l 7.79 0.01150 .000637 0.00 1.275 1.50 3� y� 0049612.66 1098.62 2.863 1101.478 197.0 4.22 0.277 1101.755 0.00 1.871 50 12.00 1.50 0 0.00 IN 7.29 0.01150 .000730 0.01 1.275 1.50 fa 3.37 9619.95 1098.70 2.757 1101.456 197.0 4.43 0.305 1101.761 0.00 1.871 0450' 12.00 1.50 0 0.00 WO 6.79 0.01150 .000836 0.01 1.275 1.50 .r 330 X9626.74 1098.78 2.654 1101.431 197.0 4.65 0.335 1101.766 0.00 1.871 4..90 12.00 1.50 0 0.00 um MI um taN i A.S.L. CONSULTING ENGINEERS FO515P PAGE 20 WATER SURFACE PROFILE LISTING 100 YEAR,AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I1OCHLO8.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS am TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 44 /ELEM SO SF AVE HF NORM DEPTH ZR ,m 3.01 0.01150 .000924 0.00 1.275 1.50 • 9629.75 1098.81 2.605 1101.417 197.0 4.75 0.351 1101.768 0.00 1.871 h. O 12.00 1.50 0 0.00 um DRAULIC JUMP 1.50 it 59629.75 1098.81 1.275 1100.087 197.0 11.11 1.915 1102.002 0.00 1.871 3 12.00 1.50 0 0.00 ww 76.38 0.011150 .011482 0.88 1.275 1.50 oo 5 9706.13 1099.69 1.276 1100.966 197.0 11.09 1.911 1102.877 0.00 1.871 i.ie 12.00 1.50 0 0.00 TICANS STR 0.01000 .011482 0.01 1.50 *" 9707.13 1099.70 1.275 1100.975 197.0 11.11 1.915 1102.890 0.00 1.871 3.00 12.00 1.50 0 0.00 Iris 171.57 0.01148 .011501 1.97 1.275 1.50 J�I I878.7O 1101.67 1.275 1102.945 197.0 11.11 1.915 1104.860 0.16 1.871 3.00 12.00 1.50 0 0.00 8.21 0.01150 .011501 0.09 1.275 1.50 1614886.91 1101.76 1.275 1103.039 197.0 11.11 1.915 1104.954 0.16 1.871 3.00 12.00 1.50 0 0.00 0 " 155.20 0.01150 .010774 1.67 1.275 1.50 lr 60042.11 1103.55 1.326 1104.876 197.0 10.62 1.751 1106.627 0.00 1.871 3.00 12.00 1.50 0 0.00 o w 23.91 0.01158 .009770 0.23 1.272 1.50 it 60066.02 1103.83 1.348 1105.175 197.0 10.42 1.685 1106.860 0.00 1.871 3.00 12.00 1.50 0 0.00 *"w Ai 35.35 0.01158 .008861 0.31 1.272 1.50 4001O1.37 1104.24 1.406 1105.642 197.0 9.93 1.532 1107.174 0.00 1.871 3.00 12.00 1.50 0 0.00 20.53 0.01158 .007685 0.16 1.272 1.50 0121.90 1104.47 1.465 1105.939 197.0 9.47 1.393 1107.332 0.00 1.871 3.00 12.00 1.50 0 0.00 MI 13.25 0.01158 .006667 0.09 1.272 1.50 61 1135.15 1104.63 1.527 1106.154 197.0 9.03 1.266 1107.420 0.00 1.871 3.00 12.00 1.50 0 0.00 OW OW oo UM ihiCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 21 WATER SURFACE PROFILE LISTING Its 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM ON REVISED WATERSHEDS WITH STREET CAPACITY LIMITS e0 NATION INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER "VELEM SO SF AVE HF NORM DEPTH ZR goo 8.85 0.01158 .005786 0.05 1.272 1.50 1 10144.00 1104.73 1.590 1106.320 197.0 8.61 1.151 1107.471 0.00 1.871 3.00 12.00 1.50 0 0.00 40 5.87 0.01158 .005024 0.03 1.272 1.50 1110 60149.87 1104.80 1.657 1106.455 197.0 8.21 1.046 1107.501 0.00 1.871 3.00 12.00 1.50 0 0.00 = 3.68 0.01158 .004365 0.02 1.272 1.50 0 40153.55 1104.84 1.725 1106.565 197.0 7.83 0.951 1107.516 0.00 1.871 3.00 12.00 1.50 0 0.00 a 1.98 0.01158 .003792 0.01 1.272 1.50 • 0155.53 1104.86 1.796 1106.659 197.0 7.46 0.865 1107.524 0.00 1.871 3.00 12.00 1.50 0 0.00 0.60 0.01158 .003294 0.00 1.272 1.50 0156.13 1104.87 1.871 1106.741 197.0 7.11 0.785 1107.526 0.00 1.871 3.00 12.00 1.50 0 0.00 ww 5.64 0.00199 .002862 0.02 2.115 1.50 100161.77 1104.88 1.947 1106.828 197.0 6.78 0.714 1107.542 0.00 1.871 3.00 12.00 1.50 0 0.00 i" 28.43 0.00199 .002490 0.07 2.115 1.50 SW 60190.20 1104.94 2.026 1106.964 197.0 6.46 0.649 1107.613 0.00 1.871 3.00 12.00 1.50 0 0.00 • 132.09 0.00199 .002167 0.29 2.115 1.50 60322.29 1105.20 2.108 1107.309 197.0 6.16 0.590 1107.899 0.00 1.871 3.00 12.00 1.50 0 0.00 mul229.99 0.00199 .002005 0.46 2.115 1.50 440552.28 1105.66 2.115 1107.775 197.0 6.14 0.585 1108.360 0.00 1.871 3.00 12.00 1.50 0 0.00 95.17 0.00199 .001993 0.19 2.115 1.50 #M► 0647.45 1105.85 2.115 1107.965 197.0 6.14 0.585 1108.550 0.02 1.871 3.00 12.00 1.50 0 0.00 OW 22.60 0.00204 .001994 0.05 2.102 1.50 Ole • J670.05 1105.90 2.115 1108.011 197.0 6.14 0.585 1108.596 0.02 1.871 3.00 12.00 1.50 0 0.00 �..� owe i A.S.L. CONSULTING ENGINEERS F0515P PAGE 22 WATER SURFACE PROFILE LISTING ww 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM int REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ow NATION INVERT DEPTH N.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER mit/ELEM SO SF AVE HF NORM DEPTH ZR jDRAULIC JUMP 1.50 "0670.05 1105.90 1.645 1107.541 197.0 8.28 1.064 1108.605 0.04 1.871 3.00 12.00 1.50 0 0.00 • 9.32 0.00204 .005037 0.05 2.102 1.50 60679.37 1105.91 1.598 1107.513 197.0 8.56 1.138 1108.651 0.04 1.871 3.00 12.00 1.50 0 0.00 13.60 0.00204 .005687 0.08 2.102 1.50 0 40692.97 1105.94 1.534 1107.477 197.0 8.98 1.252 1108.729 0.05 1.871 3.00 12.00 1.50 0 0.00 11r 14.01 0.00204 .006552 0.09 2.102 1.50 • 0706.98 1105.97 1.472 1107.443 197.0 9.42 1.377 1108.820 0.05 1.871 3.00 12.00 1.50 0 0.00 Crn 14.15 0.00204 .007552 0.11 2.102 1.50 ANS 0721.13 1106.00 1.413 1107.413 197.0 9.88 1.514 1108.927 0.13 1.871 3.00 12.00 1.50 0 0.00 10.88 0.01400 .007614 0.08 1.204 1.50 MO0732.01 1106.15 1.465 1107.617 197.0 9.47 1.393 1109.010 0.12 1.871 3.00 12.00 1.50 0 0.00 40 "' 8.87 0.01400 .006667 0.06 1.204 1.50 6 0740.88 1106.28 1.527 1107.803 197.0 9.03 1.266 1109.069 0.11 1.871 3.00 12.00 1.50 0 0.00 w. 6.24 0.01400 .005786 0.04 1.204 1.50 OW 60747.12 1106.36 1.590 1107.954 197.0 8.61 1.151 1109.105 0.10 1.871 3.00 12.00 1.50 0 0.00 yr, 4.28 0.01400 .005024 0.02 1.204 1.50 40751.40 1106.42 1.657 1108.081 197.0 8.21 1.046 1109.127 0.09 1.871 3.00 12.00 1.50 0 0.00 • 2.75 0.01400 .004365 0.01 1.204 1.50 )754.15 1106.46 1.725 1108.187 197.0 7.83 0.951 1109.138 0.08 1.871 3.00 12.00 1.50 0 0.00 O W 1.51 0.01400 .003792 0.01 1.204 1.50 A.. om 0755.66 1106.48 1.796 1108.279 197.0 7.46 0.865 1109.144 0.08 1.871 3.00 12.00 1.50 0 0.00 soft 111111 WM tivCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 23 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS in NATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 0110/ /ELEM SO SF AVE HF NORM DEPTH ZR .. 0.47 0.01400 .003294 0.00 1.204 1.50 0756.13 11106..49 1.871 1108.361 197.0 7.11 0.785 1109.146 0.00 1.871 3.00 12.00 1.50 0 0.00 i Se;1 W + INCT STR 0.01379 .001975 0.07 1.50 IWO 60789.49 1106.95 3.049 1109.999 57.0 2.62 0.107 1110.106 0.00 0.941 2.00 11.00 0.00 0 0.00 M IDGE EXIT 0.00 40789.49 1106.95 3.049 1109.999 57.0 2.92 0.133 1110.132 0.00 1.003 2.00 11.00 0.00 1 1.00 176.80 0.00594 .001229 0.22 0.912 0.00 0966.29 1108.00 2.216 1110.216 57.0 2.92 0.133 1110.349 0.00 1.003 2.00 11.00 0.00 1 1.00 kW BRIDGE ENTRANCE 0.00 0966.29 1108.00 2.255 1110.255 57.0 2.62 0.107 1110.362 0.00 0.941 2.00 11.00 0.00 0 0.00 MW ANS STR 0.00101 .000548 0.39 0.00 +w1671.45 1108.71 1.986 1110.696 57.0 1.92 0.057 1110.753 0.00 0.856 3.00 12.00 1.50 0 0.00 ow MO ari em fis WO Ow OO O. OM w ON wr 100 YEAR AMC I11 HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL08.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS 411 36438.00 .1 CWHE R 36488.77 . M 36539.54 .1 CWHE R Ir136590.31 .I X X . TX 36641.09 .I CX E JX ew1 36691.86 .I CHWE R 36742.63 . MI 36793.40 . I CHWE R 36844.17 . I CHWE TX 36894.94 . IBBBBCX E BX 1#036945.72 . I CX E R 36996.49 . IBBBBCX E BE 4 0°" 37047.26 . I CHW E . TX lilt 37098.03 . I C HWE . TX 37148.80 . am 37199.57 . 37250.34 . '37301.12 . 37351.89 37402.66 . 0037453.43 . 37504.20 mmo37554.97 . 41# 37605. 75 . 37656.52 . go 37707.29 . 37758.06 . X137808.83 . 37859.60 . 0 .' 4 37910.37 . MI 37961.15 . 38011.92 . m 38062.69 . 38113.46 . mr0 38164.23 . 38215.00 . I X E . R '~ 38265.78 . ggy38316.55 . 38367.32 . I XHE R wo 38418.09 . 38468.86 . 38519.63 . I XHE R 38570.40 . 38621.18 . 010 38671.95 . I XHE JX 38722.72 . " . 4mj38824.26 . I C XE . TX 38875.03 . iw 38925.80 . 38976.58 . emi 39027.35 . 39078.12 . yrr 39128.89 . 39179.66 . ow 39230.43 . 39281.21 Ile 39331.98 . 39382.75 . 39433.52 . 'O 39484.29 . 39535.06 . ▪ 39585.83 . o 39636.61 . 39687.38 . yew 39738.15 . 39788.92 . is 39839.69 rt 39890.46 . 39941.24 . IMO 39992.01 40042.78 . - 40093.55 40144.32 . MO 40195.09 . ow 40245.86 . 40296.64 . 40347.41 . 40398.18 40448.95 . E. 40499.72 . I X E . JX 40550.49 . I XWE . R +r 40601.27 . err 40652.04 . I XW E R 40702.81 . ww 40753.58 . I CX E . R 40804.35 . OW 40855.12 . 40905.89 . I X E . R °' 40956.67 . 41007.44 . 41058.21 . I X E . R , 41108.98 . 41159.75 . 41210.52 . I X E R 41261.30 . I" 41312.07 . tie 41362.84 . I CX E . R 41413.61 . .w 41464.38 . 41515.15 . 41565.92 . 41616.70 41667.47 . WO 41718.24 . 41769.01 . I X E JX .w 41819.78 . 1 XWE R tit 41870.55 . 41921.33 . m 41972.10 . I CX E . R rr 42022.87 . 42073.64 . I X E R 42124.41 . MIR •r. Mrr 42175.18 . 42225.95 . I X E R per 42276.73 . 42327.50 . 42378.27 . I X E . R •. 42429.04 . 42479.81 . at 42530.58 . I X E . R 42581.36 . I CXE R 42632.13 . I XHE . R 42682.90 . I XHE . R 42733.67 . I WX E . R so 42784.44 . I WX E . R 42835.21 . I WX E R 42885.98 . I WX E R RN 42936.76 . 42987.53 . I WX E . R rim, 43038.30 . I WX E . R 43089.07 . I WX E . JX + 43139.84 . I W CH E . TX 43190.61 . I WX E R 43241.38 . 43292.16 43342.93 . 43393.70 . 43444.47 . 43495.24 . Nil 43546.01 . 43596.79 . I WX E . R so 43647.56 . 43698.33 . ow 43749.10 . 43799.87 . aft 43850.64 . I WHC E . R so 43901.41 . 43952.19 . I WX E R Nom 44002.96 . I XC E . TX 44053.73 . illif 44104.50 . ,",,, 44155.27 . I XHE . TX 44206.04 . um 44256.82 . 44307.59 . I WC HE TX 44358.36 . I X HE TX • 44409.13 . IBBBX E • BX 44459.90 . IBBBX E BX ow 44510.67 . I X E R WWI 44561.44 . IBBBXW E BE 44612.22 . I X W E ▪ JX PO 44662.99 . I X X . TX 44713.76 . I XC E R 0 E44764.53 . 44815.30 """ 44866.07 . I XC E R W 44916.85 . 44967.62 . s" 45018.39 . 45069.16 . NO 45119.93 . 45170.70 . I X E . R r HMI to 45221.47 . 45272.25 . 1 XC E . R pa 45323.02 . 45373.79 . 45424.56 . 45475.33 . 45526.10 . 45576.88 . 45627.65 . " 45678.42 . 45729.19 . 45779.96 . o 45830.73 . I XC E . JX 45881.50 . 1 WHC E . R 45932.28 . I WHC E . R 45983.05 . I W X E R 46033.82 . at 46084.59 . I WX E . TX 46135.36 . ®" 46186.13 . 46236.91 . I X C E . R 46287.68 . a•+ 46338.45 . 46389.22 . 4 ° 1. '46439.99 . 46490.76 . ' 46541.53 . mm4 46592.31 . 46643.08 . I XC E . R am 46693.85 . 46744.62 . 10f 46795.39 . 46846.16 . 46896.94 . I XC E . R wr 46947.71 . 46998.48 . I X C E . R dm 47049.25 . I XC E . R 47100.02 . I XC E . R 47150.79 . I XC E . JX m , 47201.56 . I XC E . R 47252.34 . I XC E . R 11 47303.11 . I XC E . TX 47353.88 . wwr 47404.65 m047455.42 . 47506.19 . 0047556.96 . I X E . R 47607.74 . 47658.51 I X E . R 00 47709.28 . 47760.05 . 0 47810.82 . 47861.59 . 4.4 47912.37 a j47963.14 . 48013.91 . 4'0 48064.68 . 48115.45 . 481 48216.99 . mal 1111111 for 48267.77 . 48318.54 . pm 48369.31 . 48420.08 . 48470.85 . I XHE . JX 48521.62 . I CXE R 48572.40 . I CXE R MO 48623.17 . I CXE R 48673.94 . I WCH E R '"" 48724.71 . W 48775.48 . I WCH E . TX 48826.25 . I WX E R w • 48877.02 . 48927.80 . 48978.57 . 49029.34 . 49080.11 . it 49130.88 . 49181.65 ^ 49232.43 . I WHC E R 49283.20 . 49333.97 . 49384.74 . 49435.51 . IN 49486.28 . 49537.05 op 49587.83 ow 49638.60 . 49689.37 . 49740.14 . 49790.91 . I WX E R itte 49841.68 . I XC E . JX 49892.46 . I WHC E . R oft 49943.23 . 1rr 49994.00 . 50044.77 . m°' 50095.54 . I WX E . TX 50146.31 . 50197.08 . „ 50247.86 . 50298.63 . i 50349.40 . 50400.17 . - 50450.94 . I XC E . TX 50501.71 . 50552.49 . ai 50603.26 . I XE . R • 50654.03 . I XE . R 50704.80 . I XE . R 50755.57 . I XE R 50806.34 . 0 50857.11 . 50907.89 " 11/ 50958.66 o . I XX . R 51060.20 . 406 51110.97 . 51161.74 . we 51212.51 . I CXE . R ... 51263.29 . I XE . JX vrr MM van' 51314.06 . I CXE R 51364.83 . I CXE R ma 51415.60 . 51466.37 . I XE . R 51517.14 . e.� 51567.92 . I XX R 51618.69 . Me 51669.46 . I CX . R 51720.23 . p11. 51771.00 . wr 51821.77 . I CX R 51872.54 . w. 51923.32 . 51974.09 . I CXE R 0, 52024.86 . 52075.63 I XE . R 52126.40 . rrr 52177.17 . 52227.95 . O 52278.72 . 52329.49 . I XX . R 52380.26 . 52431.03 . 52481.80 . 411 52532.57 . 52583.35 . 52634.12 . mm1 52684.89 I CXE . JX 52735.66 I CXE TX w0 52786.43 . I XE . R 52837.20 . I XE R 404. 52887.98 . I XX . R 52938.75 I XX R 52989.52 . I XX . R 10 53040.29 . I XX R 53091.06 . I XX . R 01° 53141.83 I XX . R 53192.60 . I XHE R 53243.38 . I XHE R , 53294.15 . I XHE . R 53344.92 . I XHE . R 1rr 53395.69 . IWCHE . R 53446.46 IWCH E R 53497.23 IWCH E . R m153548.01 . IWCH E TX 53598.78 . I XC E . R um 53649.55 . 411 53700.32 . 53751.09 . I X E R 011 53801. 86 . 53852.63 . MO 53903.41 . 1 WX E . R 53954.18 A 54004.95 . I X E JX ,54055.72 . I WX E . TX 54106.49 . I XC E R 40 54157.26 . 54208.04 _ 54258.81 . 54309.58 INS 54360.35 . tor 54411.12 . w 54461.89 . I XC E . R 54512.66 . as 54563.44 . 54614.21 . som 54664.98 . 11r► 54715.75 . 54766.52 . aw 54817.29 . io 54868.07 . I XC E . R 54918.84 . ww 54969.61 . 55020.38 . I XC E . R SW 55071.15 . I WX E . R 55121.92 . I XCE . R 55172.69 . I XCE . R Si 55223.47 . I XC E . R 55274.24 . I X E . R "*" 55325.01 . I X E . R 55375.78 I X E . JX 55426.55 . I CH X R w , M 55477.32 . I CH X . R 55528.09 . I X X . TX 1111 55578.87 . IBBCBXE . BX 55629.64 . I CXE . R oft 55680.41 . IBBCHWE BE ilk 55731.18 . I CHWE TX 55781.95 . I CWX R 45. 55832.72 . I CWX R 55883.50 . I XX . R 55934.27 . I XX . R 55985.04 . I WCX . R 56035.81 . I WCEH R WS 56086.58 . I X X TX 56137.35 . I WXE R * " A 56188.12 . get 56238.90 . 56289.67 . im 56340.44 . 56391.21 . IM 56441.98 . I XHE . R 56492.75 . us 56543.53 . +l 56594.30 . 56645.07 . M 56695.84 . 56746.61 . I XHE . R 56797.38 . 56848.15 . I WXE . TX 56898.93 . I XX . JX 00 56949.70 . I C X . R 57000.47 . I CX . R " 57051.24 . I CX . R • 57102.01 . I CXH . R 57152.78 . I CXH . R "A 57203.56 . I CWX . R 57254.33 . I CWX . R 57305.10 . I CWX . R 57355.87 . I CWX . R tot 57406.64 . I CWX . R 57457.41 . I XX . R ww 57508.18 . 57558.96 . 00 57609.73 . a.. 57660.50 . I XEH . R 57711.27 . • ellt - 57762.04 . 57812.81 . sm 57863.59 . it 57914.36 . 57965.13 . wo 58015.90 . 58066.67 . 58117.44 . am 58168.21 . I XEH . R 58218.99 . I XEH . JX 00 58269.76 . I CWX . TX 58320.53 . - 58371.30 . 58422.07 . IMP 58472.84 . „ 58523.62 . 58574.39 . . 58625.16 . 58675.93 . eery 58726.70 . I CX . R im 58777.47 . 58828.24 . I CX . R haw 58879.02 . I CX . R 58929.79 . 58980.56 . I CX . R uw 59031.33 . 59082.10 . I CXH . R IWO 59132.87 . 59183.65 . I CXH . R a" 59234.42 . 59285.19 . I CXH . R 59335.96 . I XX . R w „ 59386.73 . I WCX . R 59437.50 . I WCX . R r " / 59488.27 . I WCX . R 59539.05 . I WCX . R mi" 59589.82 . I WCX . R oifi 59640.59 . I WCX . R 59691.36 . I WCX . R ow 59742.13 . IWCX . R 59792.90 . I XEH . R 59843.67 . I X X . R 59894.45 . I WCX . R 59945.22 . I WCX . R " 59995.99 . I WCX . R 60046.76 . I XX . R "OM 60097.53 . I XX . JX of 60148.30 . IC X . R 60199.08 . IC X . R 0 1 60249.85 . I C XH . R 60300.62 . IC XH . R 400 60351.39 . I CXH . R ww 60402.16 . I CXH . R Vii Now 60452.93 . I CXH . R lue 60503.70 . I CXH . R wn 60554.48 . I CXH R 60605.25 . I CXH . R SO 60656.02 . I CXH . R no 60706.79 . I CXH . R 60757.56 . ICXH . R tut 60808.33 . IXEH . R 60859.11 . IWCEH . TX '~' 60909.88 . IWCX . R No 60960.65 . IWCX . R 61011.42 . IWCX . R ,s 61062.19 . 1XX . R 61112.96 . IXX . R 61163.73 . IWCX . R 61214.51 . I XX . R 61265.28 . I XX . R IMF 61316.05 . IXX . R 61366.82 . IXX . R ** 61417.59 . IXX . R MO 61468.36 . IXX . R 61519.14 . IXX . R 61569.91 . IXX . R 61620.68 . IXX . R 61671.45 . I XH . R NO 994.21 1005.96 1017.71 1029.46 1041.21 1052.96 1064.71 1076.46 1088.21 1099.96 1111.71 3 T E S GLOSSARY I = INVERT ELEVATION C = CRITICAL DEPTH 00W = WATER SURFACE ELEVATION H = HEIGHT OF CHANNEL E = ENERGY GRADE LINE X = CURVES CROSSING OVER MOO B = BRIDGE ENTRANCE OR EXIT wft = WALL ENTRANCE OR EXIT STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY ww ir► ww trar om illl VW • Wei ASL Consulting Engineers SHEET NO OF ENGINEER c /�� DATE JOB NO. S SUBJECT SCE 7 Z C + OMR TOPPI NG RSAdNOS CHECKED BY OFFICE "ELEPHONE R8AC a'AIGTH STA. ro STA. CF'r) 36j 00 — 3gOy 7, ay /60g, 6y U E4 � O F SAN 561 ,c ry 6 2 3%.09 ' cowN sin eTri : p7-- C,�tcii tt g( q/ - 4 /2x/77,22" 2255 - .37 T o 6 4 7 . 8 ' v - «•' - --- ii,S&OS,2 "72. 07 EZtoNsTafAlq pr r?goN00 4 / 6 4 6 6 . 5 5 - - 97 /3.S. 92 / t 0, 87 0060/5772-6 & Gw 0/ 1 /0 x 170•'/2 - la ;/ y. z / 99. 0 u7V-c-� or- He it coox 5/2 �3 .92 - ,5"/Y 5O ' /69: O8 o ,rro'u; itt 0 e4 l �L . e/ _ 26Cg; ? G. q/ U Ct41 0F eaPL. - )i(4 ±7L,/.11:::,-;. • S9 - LS3SFs,7d 235.1 DoGUNST126. 0F ( 7Q z 9y a9wNS 4nrt of eti6nety I 10 53 /.Yg — � Y6q /. 6 7 //0. (q 86 zs' UPsr2ePi■H. OT OrtclzaY 66 7 g e r, y4` - 67/ 0 7, qq 3/ g, c0 0psmeA� a'F 57'E22Ar NMI III IMP 100 YEAR AMC 111 HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO #1 FILENAME: SCEN1.XLS "" REVISED WATERSHEDS WITH STREET CAPACITY LIMITS is STATION LENGTH STREET FREEBOARD* CALTRANS" SECTION FREEBOARD FREEBOARD HGTx BASE xZ ENCROACHMENT s 48470.42 HEMLOCK OT 1.6 6.0 X 20.0 X 1.5 -- 20 ON 48490.42 OT 1.6 6.0 X 20.0 X 1.5 -- mii 24.09 48514.51 0.0 1.6 5.9 X 20.0 X 1.5 1.6 or 235.91 48750.42 0.4 1.0 4.5 X 20.0 X 1.5 0.6 OMR 436.04 Ow 49186.46 0.4 1.0 4.5X20.0X1.5 0.6 .m 563.96 49750.42 0.5 1.0 4.5 X 20.0 X 1.5 0.5 tit 25 49775.42 0.4 1.0 4.5 X 20.0 X 1.5 0.6 AMP 20 1111 49795.42 BEECH 1.2 1.7 4.5 X 20.0 X 1.5 0.5 297.74 P 50093.16 1.1 0.8 4.5 X 20.0 X 1.5 - irr 347.26 50440.42 0.1 1.0 4.0 X 20.0 X 1.5 0.9 ow 150 vim 50590.42 0.8 0.9 3.8 X 50.0 X 1.5 0.1 24.27 r*" 50614.69 0.6 0.9 3.8 X 50.0 X 1.5 0.3 7.66 or 50622.35 0.2 1.3 3.8 X 50.0 X 1.5 1.1 PPM 121.51 50743.86 0.5 0.9 3.8 X 50.0 X 1.5 0.4 Wm 238.95 MN 50982.81 0.5 0.9 3.8 X 50.0 X 1.5 0.4 210.22 ow 51193.03 0.5 1.3 3.8 X 50.0 X 1.5 0.8 am 42.39 51235.42 0.5 0.9 3.8 X 50.0 X 1.5 0.4 ow 20 51255.42 ELM OT 1.1 3.8 X 50.0 X 1.5 - OM 50.76 IN 51306.18 OT 0.9 3.8 X 50.0 X 1.5 - MR 111.3 51417.48 0.0 0.9 3.8X50.OX1.5 0.9 MI 7.02 51424.50 0.0 0.9 3.8 X 50.0 X 1.5 0.9 ow 106.77 lir 51531.27 0.2 0.9 3.8X50.0 X1.5 0.7 120.43 gm nrr am * FREE BOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). ,r,,, " FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 1 of 7 tar mg ow 100 YEAR AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # I FILENAME: SCEN1.XLS *pm REVISED WATERSHEDS WITH STREET CAPACITY LIMITS VW STATION LENGTH STREET FREEBOARD" CALTRANS" SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT O , 51651.70 0.3 0.9 3.8X50.0 X1.5 0.6 134.41 so 51786.11 0.3 1.0 3.8X50.0 X1.5 0.7 w 183.68 51969.79 0.5 0.9 3.8 X 50.0 X 1.5 0.4 lit 55.64 PM 52025.43 0.2 1.2 3.8 X 50.0 X 1.5 1.0 297.75 ma 52323.18 0.3 1.2 3.8 X 50.0 X 1.5 0.9 312.24 se 52635.42 0.7 0.8 3.8 X 50.0 X 1.5 0.1 ill 20 52655.42 POPLAR OT 0.9 3.8 X 50.0 X 1.5 - OMR 2.91 Is 52658.33 0.0 0.9 3.8 X 40.0 X 1.5 0.9 42.09 MI 52700.42 0.4 0.9 3.8 X 40.0 X 1.5 0.5 is 27.1 52727.52 0.3 1.0 3.8 X 40.0 X 1.5 0.7 am 70.73 fro 52798.25 0.5 0.9 3.8 X 40.0 X 1.5 0.4 131.96 illft 52930.21 0.5 0.9 3.8 X 40.0 X 1.5 0.4 w 0 52930.21 1.1 0.7 3.8 X 40.0 X 1.5 - a 0.29 52930.50 1.1 0.7 3.8 X 40.0 X 1.5 - Vs 28.11 um 52958.61 1.2 0.6 3.8 X 40.0 X 1.5 - 29.79 w 52988.40 1.3 0.6 3.8 X 40.0 X 1.5 - MR 30.4 53018.80 1.5 0.6 3.8 X 40.0 X 1.5 - SS 30.34 w 53049.14 1.6 0.6 3.8 X 40.0 X 1.5 - 29.91 Is 53079.05 1.7 0.5 3.8 X 40.0 X 1.5 - 29.19 w 53108.24 1.7 0.5 3.8 X 40.0 X 1.5 - II 28.32 53136.56 1.8 0.5 3.8 X 40.0 X 1.5 - um 27.34 +s 53163.90 1.9 0.5 3.8 X 40.0 X 1.5 - 26.3 pm w ow * FREE BOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). +rM ** FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 2 of 7 OPP IMO Or 100 YEAR AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # I FILENAME: SCEN1.XLS u m REVISED WATERSHEDS WITH STREET CAPACITY LIMITS CALTRANS** SECTION FREEBOARD NO STATION LENGTH STREET FREEBOARD* FREEBOARD HGTxBASExZ ENCROACHMENT 53190.20 2.0 0.4 3.8 X 40.0 X 1.5 -- 25.22 or 53215.42 2.1 0.4 3.8 X 40.0 X 1.5 -- 175 N M 53390.42 0.5 1.1 5.0 X 12.0 X 1.5 0.6 aw 343.06 53733.48 0.5 1.1 5.0 X 12.0 X 1.5 0.6 00 151.72 Iwo 53885.20 0.4 1.1 5.0 X 12.0 X 1.5 0.7 70.22 'on 53955.42 0.4 1.1 5.0 X 12.0 X 1.5 0.7 is 20 53975.42 CATAWBA 1.6 0.9 5.0 X 12.0 X 1.5 - PM 15 is 53990.42 0.8 0.9 4.5 X 12.0 X 1.5 0.1 450.84 0,4 54441.26 0.8 0.9 4.5 X 12.0 X 1.5 0.1 410.35 ear 54851.61 0.7 1.0 4.5X12.0 X1.5 0.3 am 137.59 MI 54989.20 0.5 1.0 4.5 X 12.0 X 1.5 0.5 74.84 nsi 55064.04 0.4 1.0 4.5 X 12.0 X 1.5 0.6 46.69 1r 55110.73 0.2 1.1 4.5 X 12.0 X 1.5 0.9 on 30.52 55141.25 0.1 1.1 4.5X12.0 X1.5 1.0 lit 12.29 55153.54 0.0 1.1 4.5 X 12.0 X 1.5 1.1 se 7.61 me 55161.15 OT 1.1 4.5X12.OX1.5 - 12.3 WI 55173.45 OT 1.2 4.5 X 12.0 X 1.5 - map 6.55 ow 55180.00 OT 1.2 4.5 X 12.0 X 1.5 - 1.96 IY. 55181.96 OT 1.4 4.5 X 12.0 X 1.5 - 20 WI 55201.96 CITRUS OT 1.5 4.5 X 12.0 X 1.5 - or 24.44 55226.40 OT 1.4 4.5 X 12.0 X 1.5 - all 15.56 • 55241.96 OT 1.4 4.5 X 12.0 X 1.5 - 20 gm ow 0.R * FREE BOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). ** FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 3 of 7 No raw OR Ur 100 YEAR AMC 111 HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # 1 FILENAME: SCEN1.XLS - REVISED WATERSHEDS WITH STREET CAPACITY LIMITS 101 STATION LENGTH STREET FREEBOARD* CALTRANS** SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT MS 55261.96 OT - 5.0 X 17.0 RCB - 114 el 55375.96 - OT 5.0 X 17.0 RCB - NM 25.17 55401.13 1.0 1.4 6.0 X12.0 X1.5 0.4 OS 23.42 55424.55 1.1 1.4 6.0 X 12.0 X 1.5 0.3 PPM 4.49 OW 55429.04 1.2 1.4 6.O X 12.0 X 1.5 0.2 0 OR 55429.04 1.9 1.5 6.0 X 12.0 X 1.5 - -- • 126.64 55555.68 1.9 1.5 6.0 X 12.0 X 1.5 - O. 105.02 • 55660.70 2.6 0.9 6.0 X 12.0 X 1.5 - 80.43 w "` 55741.13 1.1 0.9 4.5 X 12.0 X 1.5 - ae 700.35 56441.48 1.1 0.9 4.5 X 12.0 X 1.5 - ow 263.88 NW 56705.36 1.0 0.9 4.5 X 12.0 X 1.5 - 100.77 ow 56806.13 0.9 0.9 4.5 X 12.0 X 1.5 -- ire 70 56876.13 1.5 1.1 5.5 X 12.0 X 1.5 - w . 20 56896.13 OLEANDER 0.2 1.1 5.5 X 12.0 X 1.5 0.9 tio 36.35 ,,,P% 56932.48 0.3 1.1 5.5 X 12.0 X 1.5 0.8 34.7 Ow 56967.18 0.5 1.1 5.5 X 12.0 X 1.5 0.6 we 57000.18 0.7 1.1 5.5X12.0 X1.5 0.4 lid 31.25 woo 0.8 1.0 5.5 X 12.0 X 1.5 0.2 29.41 INN 57060.84 1.0 1.0 5.5 X 12.0 X 1.5 -- 27.44 Oil 57088.28 1.2 1.0 5.5 X 12.0 X 1.5 - SW 25.33 57113.61 1.3 1.0 5.5X12.0 X1.5 - ow 22.99 • 57136.60 1.5 1.0 5.5X 12.0X 1.5 - 19.53 ws rw wo * FREE BOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). Ow ** FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 4 of 7 PM SW WM ow 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # I FILENAME: SCEN1.XLS OM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS tii STATION LENGTH STREET FREEBOARD" CALTRANS*' SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT 57156.13 1.6 1.0 5.5 X 12.0 X 1.5 -- 179.96 IMO 57336.09 1.7 1.0 5.5 X 12.0 X 1.5 -- we 274.11 57610.20 1.8 0.9 5.5 X 12.0 X 1.5 - NO 555.93 • 58166.13 1.8 0.9 5.5 X 12.0 X 1.5 - ww 25 ow 58191.13 1.8 0.9 5.5X 12.OX 1.5 - 20 11w 58211.13 CYPRESS 0.7 1.0 5.5 X 12.0 X 1.5 0.3 ow 495 58706.13 0.5 0.9 4.5 X 12.0 X 1.5 0.4 we 81.12 • 58787.25 0.7 0.9 4.5 X 12.0 X 1.5 0.2 81.93 woo 58869.18 0.8 0.8 4.5X 12.0X 1.5 - we 84.08 58953.26 0.9 0.8 4.5 X 12.0 X 1.5 -- ew 88.57 Wm 59041.83 1.1 0.8 4.5 X 12.0 X 1.5 - 97.9 we 59139.73 1.2 0.8 4.5 X 12.0 X 1.5 - ow 120.53 59260.26 1.3 0.8 4.5 X 12.0 X 1.5 - ow n 80.14 59340.40 1.4 0.8 4.5 X 12.0 X 1.5 - t 0 WPM 59340.40 2.1 0.6 4.5 X 12.0 X 1.5 - 15.73 owl 59356.13 2.1 0.6 4.5 X 12.0 X 1.5 - OM 50 59406.13 2.2 0.5 4.3 X 12.0 X 1.5 - • 100 59506.13 1.1 0.8 3.9 X 12.0 X 1.5 - ww 20 so 59526.13 JUNIPER OT 0.8 3.8 X 12.0 X 1.5 -- 25.96 we 59552.09 0.0 0.8 3.7 X 12.0 X 1.5 0.8 ill 154.04 59706.13 1.7 0.3 3.O X 12.0 X 1.5 - 1Qi 172.57 ow 59878.70 1.7 0.5 3.0 X 12.0 X 1.5 - 8.21 Mit NO M * FREE BOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). ow " FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 5 of 7 MO tro 100 YEAR AMC 111 HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # I FILENAME: SCEN1.XLS on REVISED WATERSHEDS WITH STREET CAPACITY LIMITS NO STATION LENGTH STREET FREEBOARD* CALTRANS" SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT 59886.91 1.7 0.5 3.0 X 12.0 X 1.5 - -- 155.2 Or 60042.11 1.7 0.3 3.O X 12.0 X 1.5 - NMI 23.91 60066.02 1.7 0.3 3.0 X 12.0 X 1.5 - est 35.35 in 60101.37 1.6 0.4 3.O X 12.0 X 1.5 -- 20.53 NO 60121.90 1.5 0.4 3.0 X12.0 X1.5 - 13.25 mu 60135.15 1.5 0.4 3.O X 12.0 X 1.5 -- I 8.85 60144.00 1.4 0.4 3.O X 12.0 X 1.5 - w 5.87 • 60149.87 1.3 0.4 3.0 X 12.0 X 1.5 -- 3.68 w 60153.55 1.3 0.4 3.OX12.OX1.5 - NO 1.98 60155.53 1.2 0.5 3.OX12.OX1.5 - oi° 0.6 01111 60156.13 1.1 0.5 3.0 X12.0 X1.5 - 5.64 ■* 60161.77 1.1 0.5 3.OX12.OX1.5 - 28.43 No 60190.20 1.0 0.5 3.O X 12.0 X 1.5 - w. 132.09 60322.29 0.9 0.5 3.0 X 12.0 X 1.5 - 229.99 •• 60552.28 0.9 0.5 3.0 X 12.0 X 1.5 - 95.17 err 60647.45 0.9 0.5 3.0 X 12.0 X 1.5 - mw 22.6 60670.05 0.9 0.5 3.0 X 12.0 X 1.5 - rllr 0 w 60670.05 1.4 0.4 3.0 X 12.0 X 1.5 - 9.32 Ili 60679.37 1.4 0.4 3.O X 12.0 X 1.5 - 13.6 OM 60692.97 1.4 0.4 3.0 X 12.0 X 1.5 - el 14.01 60706.98 1.4 0.4 3.0 X 12.0 X 1.5 - SIM 14.15 NO 60721.13 1.5 0.5 3.0 X12.0 X1.5 - 10.88 MO ii• * FREE BOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 6 of 7 lir 4r w■ aw 100 YEAR AMC 111 HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # I FILENAME: SCEN1.XLS REVISED WATERSHEDS WITH STREET CAPACITY LIMITS tie STATION LENGTH STREET FREEBOARD* CALTRANS*' SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT 60732.01 1.4 0.5 3.O X 12.0 X 1.5 8.87 60740.88 1.4 0.5 3.O X 12.0 X 1.5 - 6.24 60747.12 1.3 0.5 3.0 X12.0 X1.5 - IM 4.28 60751.40 1.2 0.5 3.O X 12.0 X 1.5 - 2.75 illy 60754.15 1.2 0.5 3.O X 12.0 X 1.5 - 1.51 urn 60755.66 1.1 0.6 3.0 X 12.0 X 1.5 - 01r 0.47 60756.13 1.1 0.5 3.O X 12.0 X 1.5 - a. 33.36 110 60789.49 SIERRA OT - 2.0 X 11.0 RCB 176.8 60966.29 OT - 2.0 X 11.0 RCB - 705.16 61671.45 0.8 0.5 3.0 X12.0 X1.5 - aft �sw fin NMI ilr 110 NM 101 1101 * FREE BOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). rr ** FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 7 of 7 w. iii 1 -10 CHANNEL SAN SEVAINE CHANNEL TO 795 FEET EAST OF SIERRA AVENUE STA to STA D b STA to STA D b 4 364 +38.00 365 +48.94 Outlet Structure 487 +50.42 497 +50.42 4.5' 20.0' ill 365 +48.94 365 +75.94 T T 497 +50.42 498 +43.42 T 20.0' ur 365 +75.94 367 +88.00 7.5' 30.0' 498 +43.42 504 +40.42 4.0' 20.0' MN 367 +88.00 368 +18.00 7.5' T 504 +40.42 505 +90.42 T T 368 +18.00 368 +54.00 3(12'x7) RCB 505 +90.42 526 +55.42 ' 3.8' 50.0' iii 368 +54.00 368 +84.00 9.0' T 526 +55.42 527 +00.42 3.8' T FR 368 +84.00 382 +00.00 9.0' -7.5' 30.0' 527 +00.42 532 +15.42 3.8' 40.0' MI 382 +00.00 387 +50.00 7.5' 30.0' 532 +15.42 533 +90.42 T T 387 +50.00 389 +00.00 T 30.0' 533 +90.42 539 +75.42 5.0' 12.0' iii 389 +00.00 404 +60.00 8.5' -6.0' 30.0' 539 +75.42 539 +90.42 5.0' -4.5' 12.0' P i 404 +60.00 431+00.00 6.0' 30.0' 539 +90.42 552 +41.96 4.5' 12.0' 431+00.00 431+60.00 6.0' T 552 +41.96 552 +61.96 4.5' -5.0' T I" f l 431 +60.00 440 +00.00 6.0' 20.0' 552 +61.96 553 +75.96 Existing Culvert 440 +00.00 441 +19.59 6.0' -7.0' 20.0' 553 +75.96 554 +01.13 6.0' T Pro i 441 +19.59 443 +07.00 7.0' 20.0' -28.0' 554 +01.13 557 +41.13 T 12.0' Pi 443 +07.00 443 +27.68 7.0' T 557 +41.13 568 +06.13 4.5' 12.0' iii 443 +27.68 445 +31.48 Existing Culvert 568 +06.13 568 +76.13 4.5' -5.5' 12.0' 445 +31.48 445 +55.42 6.2' -5.3' T 568 +76.13 581+66.13 5.5' 12.0' Pail Iii, 445 +55.42 446 +50.82 5.3' 29.0' -20.0' 581 +66.13 587 +06.13 5.5' -4.5' 12.0' IN 446 +50.82 460 +40.42 5.3' 20.0' 587 +06.13 593 +56.13 4.5' 12.0' 460 +40.42 461+96.42 T 20.0' 593 +56.13 597 +06.13 T 12.0' wo 461+96.42 472 +90.42 4.3' 20.0' 597 +06.13 607 +76.74 3.0' 12.0' Oil 472 +90.42 475 +40.42 T 20.0' 607 +76.74 607 +89.49 3.0' T ,m 475 +40.42 484 +90.42 6.0' 20.0' 607 +89.49 609 +66.29 Existing Culvert 6+ 484 +90.42 487 +50.42 T 20.0' 609 +66.29 616 +81.94 Varies 12.0' IIII Channel Dimensions: T = Transition b = Bottom Width D = Depth of Channel lilt Ow lr P m MI 2050\006 Wiwi 0.RS W r. pm km F0515P PAGE NO 3 wAf WATER .SURFACE PROFILE - TITLE CARD LISTING AA HEADING LINE NO 1 IS - 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA HEADING LINE NO 2 IS - 1P 111 SCENARIO # II FILE: I10CHL10.ELM WADING LINE NO 3 IS - km REVISED WATERSHEDS WITH STREET CAPACITY LIMITS A7 km mm lm wR OM AM RIM imm Am MM MO AO PM AA PR AN AR AM OR AM Am MA _ w•. 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I iliTE: 10/15/1995 TIME: 18:42 w1 F0515P WO WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 p iARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) ,ODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 1 0 0.00 9.00 36.00 0.00 0.00 0.00 mob 2 1 0 0.00 7.50 30.00 1.50 1.50 0.00 IMP 3 3 2 1.00 7.00 38.00 0.00 0.00 0.00 CD 4 1 0 0.00 9.00 30.00 1.50 1.50 0.00 #if lD 5 1 0 0.00 8.50 30.00 1.50 1.50 0.00 D 6 1 0 0.00 4.50 10.00 1.50 1.50 0.00 16 7 1 0 0.00 6.00 30.00 1.50 1.50 0.00 CD 8 1 0 0.00 6.00 20.00 1.50 1.50 0.00 imp 9 1 0 0.00 7.00 20.00 1.50 1.50 0.00 Mb 10 1 0 0.00 7.00 28.00 1.50 1.50 0.00 CD 11 3 2 1.00 5.25 34.00 0.00 0.00 0.00 01 "1) 12 1 0 0.00 5.30 29.00 1.50 1.50 0.00 im p 13 1 0 0.00 5.30 20.00 1.50 1.50 0.00 CD 14 1 0 0.00 4.30 20.00 1.50 1.50 0.00 O 15 1 0 0.00 6.00 20.00 1.50 1.50 0.00 AM) 16 1 0 0.00 4.50 20.00 1.50 1.50 0.00 D 17 1 0 0.00 4.00 20.00 1.50 1.50 0.00 CD 18 1 0 0.00 3.80 50.00 1.50 1.50 0.00 19 1 0 0.00 3.80 40.00 1.50 1.50 0.00 lie 20 1 0 0.00 5.00 12.00 1.50 1.50 0.00 CD 21 1 0 0.00 4.50 12.00 1.50 1.50 0.00 !MD 22 3 1 1.00 5.00 17.00 0.00 0.00 0.00 ma 23 1 0 0.00 6.00 12.00 1.50 1.50 0.00 24 1 0 0.00 5.50 12.00 1.50 1.50 0.00 D 25 1 0 0.00 3.00 12.00 1.50 1.50 0.00 26 1 0 0.00 3.50 2.00 1.50 1.50 0.00 alit 27 3 1 1.00 2.00 11.00 0.00 0.00 0.00 CD 28 1 0 0.00 7.50 38.00 0.00 0.00 0.00 4 / 14 ) 29 1 0 0.00 9.00 38.00 0.00 0.00 0.00 30 1 0 0.00 7.00 34.00 0.00 0.00 0.00 CD 31 1 0 0.00 6.20 34.00 0.00 0.00 0.00 O 32 1 0 0.00 0.50 20.00 1.50 1.50 0.00 33 3 0 0.00 3.50 6.00 0.00 0.00 0.00 34 1 0 0.00 6.00 17.00 0.00 0.00 0.00 CD 35 1 0 0.00 4.29 12.00 1.50 1.50 0.00 44 ) 36 1 0 0.00 3.86 12.00 1.50 1.50 0.00 l 37 1 0 0.00 3.77 12.00 1.50 1.50 0.00 CD 38 1 0 0.00 3.00 11.00 0.00 0.00 0.00 « 39 3 2 1.00 9.00 38.00 0.00 0.00 0.00 1( 40 1 0 0.00 7.00 34.00 0.00 0.00 0.00 CD 41 3 0 0.00 7.00 38.00 0.00 0.00 0.00 a 42 3 0 0.00 5.25 34.00 0.00 0.00 0.00 43 3 0 0.00 5.00 17.00 0.00 0.00 0.00 IS 44 3 0 0.00 2.00 11.00 0.00 0.00 0.00 MI am NO ow rr rw F0515P PAGE NO 2 ■* WATER.SURFACE PROFILE - ELEMENT CARD LISTING i1M ELEMENT NO 1 IS A SYSTEM OUTLET * * * aw U/S DATA STATION INVERT SECT W S ELEV 36438.00 994.21 1 1002.21 MN ELEMENT NO 2 IS A REACH * * * ® U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H IR! 36548.94 994.65 1 0.015 100.00 0.00 0.00 0 ilLEMENT NO 3 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 111 36575.94 995.15 2 0.015 ▪ LEMENT NO 4 IS A JUNCTION * * * * * * * - U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 36595.94 995.19 2 32 0 0.015 228.0 0.0 1002.17 0.00 90.00 0.00 _EMENT NO 5 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ,m 36788.00 995.57 2 0.015 0.00 0.00 0.00 0 ..EMENT NO 6 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 36818.00 995.64 41 0.015 ELEMENT NO 7 IS A BRIDGE EXIT U/S DATA STATION INVERT SECT 36818.00 995.64 3 ELEMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H MO 36854.00 995.71 3 0.014 0.00 0.00 0.00 0 ' NO 9 IS A BRIDGE ENTRANCE U/S DATA STATION INVERT SECT FP 36854.00 995.71 3 1.000 m* _EMENT NO 10 IS A TRANSITION * * * 1 U/S DATA STATION INVERT SECT N 36884.00 995.77 4 0.015 mem CEMENT NO 11 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N NN 38200.00 998.40 2 0.015 1m ELEMENT NO 12 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 38635.00 999.27 2 0.015 0.00 0.00 0.00 0 IN ELEMENT NO 13 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT-4 PHI 3 PHI 4 38822.00 999.64 5 6 0 0.015 228.0 0.0 1000.96 0.00 8.50 0.00 mm MM mm Jim - F0515P PAGE NO 3 OM WATER.SURFACE PROFILE - ELEMENT CARD LISTING tla ELEMENT NO 14 IS A TRANSITION * * * *w U/S DATA STATION INVERT SECT N 40450.00 1002.90 7 0.015 iii ELEMENT NO 15 IS A JUNCTION * * * * * * * wsi U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 04 INVERT -3 INVERT -4 PHI 3 PHI 4 411. 40470.00 1002.94 7 32 0 0.015 170.0 0.0 1008.42 0.00 90.00 0.00 aiLEMENT NO 16 IS A REACH * * * MW U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 41765.00 1005.53 7 0.015 0.00 0.00 0.00 0 ow LEMENT NO 17 IS A JUNCTION * * * * * * * Wit U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT-4 PHI 3 PHI 4 41785.00 1005.57 7 32 0 0.015 170.0 0.0 1011.09 0.00 90.00 0.00 iiii C LEMENT NO 18 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ,M,. 43080.00 1008.16 7 0.015 0.00 0.00 0.00 0 II PLEMENT NO 19 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 oil 43100.00 1008.20 7 32 0 0.015 240.0 0.0 1013.70 0.00 90.00 0.00 Wii ELEMENT NO 20 IS A TRANSITION * * * n.o U/S DATA STATION INVERT SECT N 43160.00 1009.51 8 0.015 ELEMENT NO 21 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H wa 44000.00 1014.80 8 0.015 0.00 0.00 0.00 0 "1EMENT NO 22 IS A TRANSITION * * * lw U/S DATA STATION INVERT SECT N 44119.59 1015.55 9 0.015 Wo LEMENT NO 23 IS A TRANSITION * * * lit U/S DATA STATION INVERT SECT N AM 44307.00 1016.73 10 0.015 miLEMENT NO 24 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N ow 44326.68 1016.86 40 0.015 kW me me Ok MN - Ow NM it F0515P PAGE NO 4 imi WATER.SURFACE PROFILE - ELEMENT CARD LISTING Mr ELEMENT NO 25 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 44327.68 1016.87 42 0.015 Mil ELEMENT NO 26 IS A BRIDGE EXIT * mom U/S DATA STATION INVERT SECT err 44327.68 1016.87 11 wmELEMENT NO 27 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H MO 44531.48 1018.00 11 0.014 0.00 0.00 0.00 0 M. :LEMENT NO 28 IS A BRIDGE ENTRANCE * Mr U/S DATA STATION INVERT SECT FP 44531.48 1018.00 11 1.000 ov iLEMENT NO 29 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT -2 N Q3 Q4 INVERT-3 INVERT -4 PHI 3 PHI 4 ,w.,i 44555.42 1018.97 12 32 0 0.015 240.0 0.0 1023.74 0.00 90.00 0.00 4111 1LEMENT NO 30 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N sub 44650.82 1019.46 13 0.015 Mil ELEMENT NO 31 IS A REACH * * * U"!!, U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H MM 45140.42 1021.95 13 0.015 0.00 0.00 0.00 0 s LEMENT NO 32 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H SIM 45805.42 1024.74 13 0.015 0.00 0.00 0.00 0 "PLEMENT NO 33 IS A JUNCTION * * * * * * * iii U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 45825.42 1024.82 13 32 0 0.015 159.0 0.0 1029.58 0.00 90.00 0.00 ma 1 -EMENT NO 34 IS A REACH * * * Mmi U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H a.1 46040.42 1025.73 13 0.015 0.00 0.00 0.00 0 miLEMENT NO 35 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N PP 46196.42 1027.38 14 0.015 MO 1M OS $101 SI !k IS mm MO am Om F 0 5 1 5 P PAGE NO 5 ow WATER.SURFACE PROFILE - ELEMENT CARD LISTING ONO ELEMENT NO 36 IS A REACH * * * 11.11 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 47135.42 1037.33 14 0.015 0.00 0.00 0.00 0 OIS ELEMENT NO 37 IS A JUNCTION * * * * * * * Pm U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 MO 47155.42 1037.54 14 32 0 0.015 160.0 0.0 1041.24 0.00 90.00 0.00 AA LEMENT NO 38 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H MO 47290.42 1038.97 14 0.015 0.00 0.00 0.00 0 No LEMENT NO 39 IS A TRANSITION * * * M U/S DATA STATION INVERT SECT N 47540.42 1041.63 15 0.015 *CEMENT NO 40 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H y - 48450.42 1043.45 15 0.015 0.00 0.00 0.00 0 'ELEMENT NO 41 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 Om 48470.42 1043.49 15 32 0 0.015 169.0 0.0 1048.95 0.00 90.00 0.00 Als ELEMENT NO 42 IS A REACH * * * am U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H MO 48490.42 1043.53 15 0.015 0.00 0.00 0.00 0 ALEMENT NO 43 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H r 48750.42 1045.06 15 0.015 0.00 0.00 0.00 0 d "LEMENT NO 44 IS A TRANSITION * * * kit U/S DATA STATION INVERT SECT N 48751.42 1045.07 16 0.015 mw LEMENT NO 45 IS A REACH * * * Ma U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Am 49750.42 1050.96 16 0.015 0.00 0.00 0.00 0 IOLEMENT NO 46 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H PM 49775.42 1051.24 16 0.015 0.00 0.00 0.00 0 MO ELEMENT NO 47 IS A JUNCTION * * * * * * * WM U/S DATA STATION INVERT SECT LAT -1 LAT-2 N 03 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 49795.42 1051.47 16 32 0 0.015 169.0 0.0 1055.36 0.00 90.00 0.00 Mm lift IN WA a. OM 0111 WO WI F 0 5 1 5 P PAGE NO 6 w WATER.SURFACE PROFILE - ELEMENT CARD LISTING MO ELEMENT NO 48 IS A REACH * * * OM U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 50093.16 1054.83 16 0.015 500.00 0.00 0.00 0 irr ELEMENT NO 49 IS A TRANSITION * * * OM U/S DATA STATION INVERT SECT N OM 50440.42 1058.76 17 0.015 04LEMENT NO 50 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N Id 50590.42 1062.86 18 0.015 OM CLEMENT NO 51 IS A REACH * * * 1111 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 50622.35 1062.92 18 0.015 0.00 0.00 0.00 0 MO C LEMENT NO 52 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H .. 50743.86 1063.14 18 0.015 200.00 0.00 0.00 0 • LEMENT NO 53 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Oft 51193.03 1063.95 18 0.015 0.00 0.00 0.00 0 Mrs ELEMENT NO 54 IS A REACH * * * rA U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51235.42 1064.03 18 0.015 200.00 0.00 0.00 0 ▪ .EMENT NO 55 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 - 51255.42 1064.06 18 32 0 0.015 167.0 0.0 1067.35 0.00 90.00 0.00 • LEMENT NO 56 IS A REACH * * * Mt U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51306.18 1064.15 18 0.015 200.00 0.00 0.00 0 NM '.EMENT NO 57 IS A REACH * * * MI U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51786.11 1065.01 18 0.015 0.00 0.00 0.00 0 OM CEMENT NO 58 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H '*' 52025.43 1065.44 18 0.015 500.00 0.00 0.00 0 Yr1 ELEMENT NO 59 IS A REACH * * * OM U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 52635.42 1066.54 18 0.015 200.00 0.00 0.00 0 MN ELEMENT NO 60 IS A JUNCTION * * * * * * * Om U/S DATA STATION INVERT SECT LAT-1 LAT -2 N 03 04 INVERT -3 INVERT-4 PHI 3 PHI 4 MO 52655.42 1066.57 18 32 0 0.015 168.0 0.0 1069.85 0.00 90.00 0.00 meg rrr OM OM NM it F 0 5 1 5 P PAGE NO 7 ow WATER.SURFACE PROFILE - ELEMENT CARD LISTING 1a ELEMENT NO 61 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N oo 52700.42 1066.65 19 0.015 Ow ELEMENT NO 62 IS A REACH * * * ow U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 52727.52 1066.70 19 0.015 0.00 0.00 0.00 0 oeLEMENT NO 63 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H MS 52798.25 1066.83 19 0.015 1000.00 0.00 0.00 0 all LEMENT NO 64 IS A REACH * * * NO U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 53215.42 1067.58 19 0.015 0.00 0.00 0.00 0 wu O LEMENT NO 65 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N goo 53390.42 1067.90 20 0.015 4 1 / LEMENT NO 66 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ow 53733.48 1069.62 20 0.015 0.00 0.00 0.00 0 00 ELEMENT NO 67 IS A REACH * * * ON U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 53885.20 1070.38 20 0.015 0.00 0.00 0.00 0 IIIIII 0 1 1 LEMENT NO 68 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H la 53955.42 1070.73 20 0.015 0.00 0.00 0.00 0 41 "LEMENT NO 69 IS A JUNCTION * * * * * * * Mt U/S DATA STATION INVERT SECT LAT - LAT - N Q3 Q4 INVERT-3 INVERT -4 PHI 3 PHI 4 53975.42 1070.82 20 32 0 0.015 151.0 0.0 1075.32 0.00 90.00 0.00 mom '.EMENT NO 70 IS A TRANSITION * * * ow U/S DATA STATION INVERT SECT N ow 53990.42 1071.67 21 0.015 111d.EMENT NO 71 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H *w 55181.96 1081.44 21 0.015 0.00 0.00 0.00 0 WO ELEMENT NO 72 IS A JUNCTION * * * * * * * Po U/S DATA STATION INVERT SECT LAT LAT - N Q3 04 INVERT - 3 INVERT - 4 PHI 3 PHI 4 55201.96 1081.60 21 33 0 0.015 378.0 0.0 1081.50 0.00 90.00 0.00 MN ONO MO AM OW OM OW INN F0515P PAGE NO 8 WATER .SURFACE PROFILE - ELEMENT CARD LISTING W W1 ELEMENT NO 73 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H OW 55241.96 1081.93 21 0.015 0.00 0.00 0.00 0 ELEMENT NO 74 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N rrr 55261.96 1082.10 43 0.015 O iLEMENT NO 75 IS A BRIDGE EXIT U/S DATA STATION INVERT SECT WO 55261.96 1082.10 22 LEMENT NO 76 IS A REACH * * * rrr U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 55375.96 1082.68 22 0.014 0.00 0.00 0.00 0 e.+ 01.EMENT NO 77 IS A BRIDGE ENTRANCE U/S DATA STATION INVERT SECT FP ,.. 55375.96 1082.68 22 1.000 • CEMENT NO 78 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 55401.13 1084.02 23 0.015 IW ELEMENT NO 79 IS A REACH * * * 11.E U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 55555.68 1084.70 23 0.015 200.00 0.00 0.00 ii ikEMENT NO 80 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 55660.70 1085.16 23 0.015 200.00 0.00 0.00 0 w EMENT NO 81 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 55741.13 1085.51 21 0.015 Wow .EMENT NO 82 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 56806.13 1090.20 21 0.015 0.00 0.00 0.00 0 ..EMENT NO 83 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N w. 56876.13 1090.51 24 0.015 NW ELEMENT NO 84 IS A JUNCTION * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT-3 INVERT -4 PHI 3 PHI 4 iMor 56896.13 1090.60 24 32 0 0.015 159.0 0.0 1095.55 0.00 90.00 0.00 NO 00 iMI Oil �.� PM - F0515P PAGE NO 9 ow WATER.SURFACE PROFILE - ELEMENT CARD LISTING woo ELEMENT NO 85 IS A REACH * * ow U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 57156.13 1091.74 24 0.015 0.00 0.00 0.00 0 ONO ELEMENT NO 86 IS A REACH * * * 'w U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 00 58166.13 1093.76 24 0.015 0.00 0.00 0.00 0 iiLEMENT NO 87 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 58191.13 1093.81 24 0.015 0.00 0.00 0.00 0 Ow LEMENT NO 88 IS A JUNCTION * * * * * * * OW U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 58211.13 1093.85 24 32 0 0.015 159.0 0.0 1098.83 0.00 90.00 0.00 ow .EMENT NO 89 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N w 58706.13 1094.84 21 0.015 II KEMENT NO 90 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H moo 59356.13 1096.14 21 0.015 0.00 0.00 0.00 0 * ELEMENT NO 91 IS A REACH * * * w U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 59406.13 1096.24 21 0.015 0.00 0.00 0.00 0 4 WEMENT NO 92 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H * 59506.13 1097.39 21 0.015 0.00 0.00 0.00 0 ' NO 93 IS A JUNCTION * * * * * * * AO U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 59526.13 1097.62 21 32 0 0.015 181.0 0.0 1100.81 0.00 90.00 0.00 Oo EMENT NO 94 IS A REACH * * * ow U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 59706.13 1099.69 21 0.015 0.00 0.00 0.00 0 wu irii.EMENT NO 95 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N *' 59707.13 1099.70 25 0.015 ow Wo Ar ow OW WWI OM tiliN + w F 0 5 1 5 P PAGE NO 10 P"' WATER.SURFACE PROFILE - ELEMENT CARD LISTING NO ELEMENT NO 96 IS A REACH * * * limm U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 59878.70 1101.67 25 0.015 0.00 0.00 0.00 0 ELEMENT NO 97 IS A REACH * * * MI U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H IMP 60042.11 1103.55 25 0.015 500.00 0.00 0.00 0 +CLEMENT NO 98 IS A REACH * * * Sii U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60156.13 1104.87 25 0.015 0.00 0.00 0.00 0 NPR LEMENT NO 99 IS A REACH * * * at U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60647.45 1105.85 25 0.015 0.00 0.00 0.00 0 r C LEMENT NO 100 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H me 60721.13 1106.00 25 0.015 500.00 0.00 0.00 0 ELEMENT NO 101 IS A REACH * * * ONA U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60756.13 1106.49 25 0.015 500.00 0.00 0.00 0 NW ELEMENT NO 102 IS A JUNCTION * * * * * * * ern U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 60789.49 1106.95 44 26 0 0.015 140.0 0.0 1106.85 0.00 90.00 0.00 ALEMENT NO 103 IS A BRIDGE EXIT * U/S DATA STATION INVERT SECT file 60789.49 1106.95 27 ®°C LEMENT NO 104 IS A REACH * * * tit U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60966.29 1108.00 27 0.014 0.00 0.00 0.00 0 am '-EMENT NO 105 IS A BRIDGE ENTRANCE * tar U/S DATA STATION INVERT SECT FP 60966.29 1108.00 27 1.000 AMILEMENT NO 106 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N •" 61671.45 1108.71 25 0.015 NOP ELEMENT NO 107 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 61671.45 1108.71 25 1109.96 ItfEDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING OM NW Ofth OW FM r. MOCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 1 WATER SURFACE PROFILE LISTING Pm 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA 11111 SCENARIO # II FILE: I10CHL10.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS Pm TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 111 /ELEM SO SF AVE HF NORM DEPTH ZR 4.1* * * * * * * * * * * * *, ** *****w****t * *** **** * **** ***** * *** * ** ** r r r t************* , r** **** ***** * * * **** *** ** **** ** **** * ** ***** ****** **** *** ** 04 6438.00 994.21 8.000 1002.210 3493.0 12.13 2.284 1004.494 2.14 6.639 9.00 36.00 0.00 0 0.00 Po 61.97 0.00397 .001644 0.10 5.802 0.00 6499.97 994.46 7.628 1002.084 3493.0 12.72 2.513 1004.597 2.35 6.639 9.00 36.00 0.00 0 0.00 11111 48.97 0.00397 .001887 0.09 5.802 0.00 01111 100548.94 994.65 7.282 1001.932 3493.0 13.32 2.757 1004.689 0.00 6.639 9.00 36.00 0.00 0 0.00 40ANS STR 0.01852 .001541 0.04 0.00 4 16575.94 995.15 8.025 1003.175 3493.0 10.35 1.665 1004.840 0.00 6.666 7.50 30.00 1.50 0 0.00 Sim NCI STR 0.00200 .000886 0.02 1.50 MP 36595.94 995.19 8.663 1003.853 3265.0 8.77 1.193 1005.046 0.00 6.403 7.50 30.00 1.50 0 0.00 157.68 0.00198 .000755 0.12 6.511 1.50 0 4,6753.62 995.50 8.351 1003.853 3265.0 9.19 1.313 1005.166 0.00 6.403 7.50 30.00 1.50 0 0.00 0110 34.38 0.00198 .000818 0.03 6.511 1.50 6788.00 995.57 8.283 1003.853 3265.0 9.29 1.341 1005.194 0.00 6.403 7.50 30.00 1.50 0 0.00 TRANS STR 0.00233 .002231 0.07 1.50 ao 1818.00 995.64 7.477 1003.117 3265.0 12.29 2.344 1005.461 0.00 6.122 7.00 38.00 0.00 0 0.00 1111 BRIDGE EXIT 0.00 016818.00 995.64 7.477 1003.117 3265.0 13.00 2.622 1005.739 0.00 6.347 7.00 38.00 0.00 2 1.00 " 36.00 0.00194 .005226 0.19 7.000 0.00 36854.00 995.71 7.595 1003.305 3265.0 13.00 2.622 1005.927 0.00 6.347 7.00 38.00 0.00 2 1.00 1 [DGE ENTRANCE 0.00 III 36854.00 995.71 8.013 1003.723 3265.0 12.29 2.344 1006.067 0.00 6.122 7.00 38.00 0.00 0 0.00 101 4 ANS STR 0.00200 .002058 0.06 0.00 sok ail s.. �1r imiCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 2 WATER SURFACE PROFILE LISTING ww 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # II FILE: I10CHL10.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS 00 TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE / 11 NO AVBPR 1ru ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 4114 /ELEM SO SF AVE HF NORM DEPTH 2R 046884.00 995.77 9.588 1005.358 3265.0 7.67 0.914 1006.272 0.00 6.403 9.00 30.00 1.50 0 0.00 /VANS STR 0.00200 .000867 1.14 1.50 00 8200.00 998.40 7.400 1005.800 3265.0 10.74 1.790 1007.590 0.00 6.403 7.50 30.00 1.50 0 0.00 ON 143.09 0.00200 .001341 0.19 6.491 1.50 00 10 0343.09 998.69 7.127 1005.813 3265.0 11.26 1.968 1007.781 0.00 6.403 7.50 30.00 1.50 0 0.00 m .146.07 0.00200 .001535 0.22 6.491 1.50 • 489.16 998.98 6.862 1005.840 3265.0 11.81 2.165 1008.005 0.00 6.403 7.50 30.00 1.50 0 0.00 • 145.84 0.00200 .001746 0.25 6.491 1.50 38635.00 999.27 6.632 1005.902 3265.0 12.32 2.358 1008.260 0.00 6.403 7.50 30.00 1.50 0 0.00 • /NUL3 (2 Y CT STR 0.00198 .001408 0.26 1.50 • 8822.00 999.64 7.640 1007.280 3037.0 9.59 1.428 1008.708 0.00 6.130 8.50 30.00 1.50 0 0.00 ANUS STR 0.00200 1.50 • 'J450.00 1002.90 6.130 1009.030 3037.0 12.64 2.481 1011.511 0.00 6.130 6.00 30.00 1.50 0 0.00 CALABASH JUNCT STR 0.00200 .001536 0.03 1.50 Oo 1470.00 1002.94 7.428 1010.368 2867.0 9.38 1.366 1011.734 0.00 5.921 6.00 30.00 1.50 0 0.00 NW 140.28 0.00200 .001020 0.14 6.033 1.50 400610.28 1003.22 7.154 1010.375 2867.0 9.84 1.503 1011.878 0.00 5.921 6.00 30.00 1.50 0 0.00 0 # 1 138.47 0.00200 .001168 0.16 6.033 1.50 4 0748.75 1003.50 6.889 1010.387 2867.0 10.32 1.653 1012.040 0.00 5.921 6.00 30.00 1.50 0 0.00 ww 138.63 0.00200 .001338 0.19 6.033 1.50 40887.38 1003.77 6.632 1010.407 2867.0 10.82 1.819 1012.226 0.00 5.921 6.00 30.00 1.50 0 0.00 0 X143.63 0.00200 .001533 0.22 6.033 1.50 rrr MO eiCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 3 WATER SURFACE PROFILE LISTING atr 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA rri SCENARIO # II FILE: I10CHL10.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS to TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR �Ir1 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER isw /ELEM SO SF AVE HF NORM DEPTH ZR y11Y' 441031.01 1004.06 6.383 1010.445 2867.0 11.35 2.001 1012.446 0.00 5.921 6.00 30.00 1.50 0 0.00 OW 168.55 0.00200 .001757 0.30 6.033 1.50 1199.56 1004.40 6.142 1010.541 2867.0 11.90 2.201 1012.742 0.00 5.921 6.00 30.00 1.50 0 0.00 Mgr 156.66 0.00200 .001939 0.30 6.033 1.50 Ow 1356.22 1004.71 6.033 1010.745 2867.0 12.17 2.300 1013.045 0.00 5.921 6.00 30.00 1.50 0 0.00 .,, 408.78 0.00200 .002000 0.82 6.033 1.50 • 1765.00 1005.53 6.033 1011.563 2867.0 12.17 2.300 1013.863 0.00 5.921 6.00 30.00 1.50 0 0.00 3ANaNA sr" CT STR 0.00200 .001466 0.03 1.50 41785.00 1005.57 7.218 1012.788 2697.0 9.15 1.301 1014.089 0.00 5.706 6.00 30.00 1.50 0 0.00 rrrr 137.62 0.00200 .001001 0.14 5.828 1.50 • 1922.62 1005.85 6.950 1012.795 2697.0 9.60 1.431 1014.226 0.00 5.706 6.00 30.00 1.50 0 0.00 00 135.96 0.00200 .001146 0.16 5.828 1.50 x"2058.58 1006.12 6.691 1012.808 2697.0 10.07 1.574 1014.382 0.00 5.706 6.00 30.00 1.50 0 0.00 aw 136.22 0.00200 .001313 0.18 5.828 1.50 NM ?194.80 1006.39 6.440 1012.830 2697.0 10.56 1.731 1014.561 0.00 5.706 6.00 30.00 1.50 0 0.00 gist 141.08 0.00200 .001506 0.21 5.828 1.50 sits rNHe335.88 1006.67 6.198 1012.870 2697.0 11.07 1.904 1014.774 0.00 5.706 6.00 30.00 1.50 0 0.00 W* 163.07 0.00200 .001727 0.28 5.828 1.50 ova 42498.95 1007.00 5.963 1012.961 2697.0 11.61 2.095 1015.056 0.00 5.706 6.00 30.00 1.50 0 0.00 52.81 0.00200 .001862 0.10 5.828 1.50 r1rP 42551.76 1007.10 5.932 1013.036 2697.0 11.69 2.121 1015.157 0.00 5.706 6.00 30.00 1.50 0 0.00 om ymeRAULIC JUMP 1.50 rrr imICENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 4 WATER SURFACE PROFILE LISTING o" 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA wr SCENARIO # II FILE: I1OCHL10.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS Wm TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER /ELEM SO SF AVE HF NORM DEPTH ZR 4012551.76 1007.10 5.485 1012.589 2697.0 12.86 2.569 1015.158 0.00 5.706 6.00 30.00 1.50 0 0.00 24.37 0.00200 .002531 0.06 5.828 1.50 2576.13 1007.15 5.420 1012.572 2697.0 13.05 2.644 1015.216 0.00 5.706 6.00 30.00 1.50 0 0.00 71.04 0.00200 .002776 0.20 5.828 1.50 wire 2647.17 1007.29 5.211 1012.505 2697.0 13.69 2.909 1015.414 0.00 5.706 6.00 30.00 1.50 0 0.00 �,. 74.54 0.00200 .003189 0.24 5.828 1.50 411 721.71 1007.44 5.008 1012.451 2697.0 14.36 3.200 1015.651 0.00 5.706 6.00 30.00 1.50 0 0.00 74.84 0.00200 .003664 0.27 5.828 1.50 err 42796.55 1007.59 4.813 1012.406 2697.0 15.06 3.520 1015.926 0.00 5.706 6.00 30.00 1.50 0 0.00 NMI err 73.78 0.00200 .004211 0.31 5.828 1.50 870.33 1007.74 4.624 1012.365 2697.0 15.79 3.872 1016.237 0.00 5.706 6.00 30.00 1.50 0 0.00 am 72.04 0.00200 .004844 0.35 5.828 1.50 1 ""?942.37 1007.88 4.442 1012.327 2697.0 16.56 4.259 1016.586 0.00 5.706 6.00 30.00 1.50 0 0.00 rr 69.96 0.00200 .005573 0.39 5.828 1.50 S012.33 1008.02 4.266 1012.291 2697.0 17.37 4.685 1016.976 0.00 5.706 6.00 30.00 1.50 0 0.00 ass 67.67 0.00200 .006414 0.43 5.828 1.50 1080.00 1008.16 4.096 1012.256 2697.0 18.22 5.153 1017.409 0.00 5.706 6.00 30.00 1.50 0 0.00 A Z/14ONO Mom1CT STR 0.00200 .009784 0.20 1.50 rItl 43100.00 1008.20 3.244 1011.444 2457.0 21.72 7.325 1018.769 0.00 5.392 6.00 30.00 1.50 0 0.00 • 4w INS STR 0.02183 .009409 0.56 1.50 �rrr 43160.00 1009.51 4.942 1014.452 2457.0 18.13 5.107 1019.559 0.00 6.546 6.00 20.00 1.50 0 0.00 44 11,089.91 0.00630 .005897 2.30 4.902 1.50 ow INN yyCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 5 WATER SURFACE PROFILE LISTING Ain 100 YEAR.AMC III HYDRAULICS FOR 1-10 CHANNEL, FONTANA SCENARIO # II FILE: I10CHL10.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ewe TATION INVERT DEPTH W.S. 0 VEL - VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 1.0 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER 0 w /ELEM SO SF AVE HF NORM DEPTH ZR 4.63549.91 1011.97 5.044 1017.009 2457.0 17.67 4.849 1021.858 0.00 6.546 6.00 20.00 1.50 0 0.00 OW 255.09 0.00630 .005321 1.36 4.902 1.50 3805.00 1013.57 5.236 1018.808 2457.0 16.85 4.408 1023.216 0.00 6.546 6.00 20.00 1.50 0 0.00 WO 123.19 0.00630 .004651 0.57 4.902 1.50 we 40 3928.19 1014.35 5.433 1019.781 2457.0 16.06 4.007 1023.788 0.00 6.546 6.00 20.00 1.50 0 0.00 ,A4. 71.81 0.00630 .004065 0.29 4.902 1.50 1 11 1 4000.00 1014.80 5.637 1020.437 2457.0 15.32 3.643 1024.080 0.00 6.546 6.00 20.00 1.50 0 0.00 S ANS STR 0.00627 .002991 0.36 1.50 OW 44119.59 1015.55 6.546 1022.096 2457.0 12.59 2.460 1024.556 0.00 6.546 7.00 20.00 1.50 0 0.00 NM 001/ NS STR 0.00630 1.50 44307.00 1016.73 4.277 1021.007 2457.0 16.69 4.327 1025.334 0.00 5.587 7.00 28.00 1.50 0 0.00 OWNS STR 0.00661 .005389 0.11 1.50 ' +326.68 1016.86 4.394 1021.254 2457.0 16.45 4.199 1025.453 0.00 5.455 7.00 34.00 0.00 0 0.00 Irr TRANS STR 0.01000 .005196 0.01 0.00 w :327.68 1016.87 4.398 1021.268 2457.0 16.43 4.192 1025.460 0.00 5.250 5.25 34.00 0.00 0 0.00 4.r BRIDGE EXIT 0.00 4.w 6114327.68 1016.87 5.127 1021.997 2457.0 14.97 3.482 1025.479 0.00 5.250 5.25 34.00 0.00 2 1.00 004327.68 1016.87 5.505 1022.375 2457.0 14.69 3.351 1025.726 0.00 5.250 5.25 34.00 0.00 2 1.00 203.80 0.00554 .009074 1.85 5.121 0.00 :531.48 1018.00 6.224 1024.224 2457.0 14.69 3.351 1027.575 0.00 5.250 5.25 34.00 0.00 2 1.00 tat BRIDGE ENTRANCE 0.00 0. X531.48 1018.00 6.825 1024.825 2457.0 13.78 2.950 1027.775 0.00 5.250 5.25 34.00 0.00 0 0.00 wok OW +W O 446CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 6 WATER SURFACE PROFILE LISTING 1 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA rr SCENARIO # II FILE: I10CHL10.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ow NATION INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER /ELEM SO SF AVE HF NORM DEPTH ZR .WNCT STR 0.04052 .003448 0.08 0.00 44555.42 1018.97 8.266 1027.236 2217.0 6.48 0.652 1027.888 0.00 5.156 5.30 29.00 1.50 0 0.00 ANS STR 0.00514 1.50 Off 44650.82 1019.46 4.955 1024.415 2217.0 16.31 4.131 1028.546 0.00 6.171 5.30 20.00 1.50 0 0.00 186.29 0.00509 .004866 0.91 4.913 1.50 .44837.11 1020.41 4.992 1025.399 2217.0 16.16 4.053 1029.452 0.00 6.171 5.30 20.00 1.50 0 0.00 SOO 303.31 0.00509 .004497 1.36 4.913 1.50 44 5140.42 1021.95 5.182 1027.132 2217.0 15.40 3.685 1030.817 0.00 6.171 5.30 20.00 1.50 0 0.00 OW 120.44 0.00419 .004194 0.51 5.182 1.50 wA em p260.86 1022.46 5.182 1027.638 2217.0 15.40 3.685 1031.323 0.00 6.171 5.30 20.00 1.50 0 0.00 Ow 544.56 0.00419 .004109 2.24 5.182 1.50 0058055.4 /U�10 5.242 1029.982 2217.0 15.18 3.578 1033.560 0.00 6.171 5.30 20.00 1.50 0 0.00 O NCT STR 0.00400 .005751 0.12 1.50 45825.42 1024.82 4.232 1029.052 2058.0 18.46 5.291 1034.343 0.00 5.911 5.30 20.00 1.50 0 0.00 �rw 40.43 0.00423 .007688 0.31 4.960 1.50 wig 45865.85 1024.99 4.167 1029.158 2058.0 18.81 5.495 1034.653 0.00 5.911 5.30 20.00 1.50 0 0.00 ■e1 ISM 92.29 0.00423 .008477 0.78 4.960 1.50 w~15958.14 1025.38 4.010 1029.392 2058.0 19.73 6.044 1035.436 0.00 5.911 5.30 20.00 1.50 0 0.00 • 82.28 0.00423 .009724 0.80 4.960 1.50 5040.42 1025.73 3.857 1029.587 2058.0 20.69 6.649 1036.236 0.00 5.911 5.30 20.00 1.50 0 0.00 OW TRANS STR 0.01058 .010347 1.61 1.50 yew + 196.42 1027.38 3.866 1031.246 2058.0 20.63 6.610 1037.856 0.00 5.911 4.30 20.00 1.50 0 0.00 oft o o ww raw iMOCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 7 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # II FILE: I1OCHL10.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS OM TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER • /ELEM SO SF AVE HF NORM DEPTH ZR es 357.41 0.01060 .009980 3.57 3.836 1.50 1 16553.83 1031.17 3.938 1035.105 2058.0 20.17 6.319 1041.424 0.00 5.911 4.30 20.00 1.50 0 0.00 • 268.75 0.01060 .009037 2.43 3.836 1.50 Wit 46822.58 1034.02 4.093 1038.108 2058.0 19.23 5.745 1043.853 0.00 5.911 4.30 20.00 1.50 0 0.00 ww w i 133.13 0.01060 .007880 1.05 3.836 1.50 046955.71 1035.43 4.254 1039.680 2058.0 18.34 5.222 1044.902 0.00 5.911 4.30 20.00 1.50 0 0.00 try 82.96 0.01060 .006873 0.57 3.836 1.50 *64 7038.67 1036.31 4.420 1040.725 2058.0 17.49 4.748 1045.473 0.00 5.911 4.30 20.00 1.50 0 0.00 56.58 0.01060 .005998 0.34 3.836 1.50 7095.25 1036.90 4.591 1041.495 2058.0 16.67 4.316 1045.811 0.00 5.911 4.30 20.00 1.50 0 0.00 40.17 0.01060 .005235 0.21 3.836 1.50 87135.42 1037.33 4.768 1042.098 2058.0 15.90 3.924 1046.022 0.00 5.911 4.30 20.00 1.50 0 0.00 41 """4CT STR 0.01050 .006648 0.13 1.50 47155.42 1037.54 3.911 1041.451 1898.0 18.76 5.466 1046.917 0.00 5.639 4.30 20.00 1.50 0 0.00 15.07 0.01059 .008363 0.13 3.664 1.50 47170.49 1037.70 3.925 1041.625 1898.0 18.68 5.419 1047.044 0.00 5.639 4.30 20.00 1.50 0 0.00 OW 119.93 0.01059 .007777 0.93 3.664 1.50 * 1038.97 4.080 1043.050 1898.0 17.81 4.926 1047.976 0.00 5.639 4.30 20.00 1.50 0 0.00 410 TRANS STR 0.01064 .004753 1.19 1.50 • 7540.42 1041.63 5.639 1047.269 1898.0 11.83 2.172 1049.441 0.00 5.639 6.00 20.00 1.50 0 0.00 irr 83.07 0.00200 .002131 0.18 5.831 1.50 em. 007623.49 1041.80 5.831 1047.627 1898.0 11.32 1.991 1049.618 0.00 5.639 6.00 20.00 1.50 0 0.00 .w eft rrr ......., w�. ,......,- ,..., »..- .- :.,, w. ., x ,i �.. r n r.,m».- ;..,. ... ....w...,..i ,�w-;....,.w- .... -,. .. _ -_ ..__.,:., k-. a,.»« w...,.,, fl :.... ..:.........�.- �.,.n.... ,<,....,,.»...._._..._., .. _..,a. 40CENSEE: A.S.L. CONSULTING ENGINEERS FO515P PAGE 8 WATER SURFACE PROFILE LISTING do 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA tllrl SCENARIO # II FILE: I1OCHL1O.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS am TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 101 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER mm / /ELEM SO SF AVE HF NORM DEPTH 2R +.w 826.93 0.00200 .002000 1.65 5.831 1.50 45450.42 1043.45 5.831 1049.281 1898.0 11.32 1.991 1051.272 0.00 5.639 6.00 20.00 1.50 0 0.00 /,9M c 1CT STR 0.00200 .001409 0.03 1.50 48470.42 1043.49 7.057 1050.547 1729.0 8.01 0.996 1051.543 0.00 5.340 6.00 20.00 1.50 0 0.00 ow 20.00 0.00200 .000828 0.02 5.541 1.50 0 66490.42 1043.53 7.019 1050.549 1729.0 8.07 1.011 1051.560 0.00 5.340 6.00 20.00 1.50 0 0.00 111M 28.85 0.00588 .000895 0.03 4.104 1.50 so 83 3519.27 1043.70 6.774 1050.474 1729.0 8.46 1.112 1051.586 0.00 5.340 31rell 20.00 1.50 0 0.00 rw 0.58 0.00588 .000956 0.00 4.104 1.50 oxo OW 519.85 1043.70 6.767 1050.470 1729.0 8.47 1.115 1051.585 0.00 5.340 20.00 1.50 0 0.00 H DRAULIC JUMP 1.50 3.83 108519.85 1043.70 4.103 1047.806 1729.0 16.11 4.032 1051.838 0.00 5.340 ye9O 20.00 1.50 0 0.00 ' 0.00588 .005900 1.36 4.104 1.50 err U $ 48750.42 1045.06 4.100 1049.160 1729.0 16.13 4.038 1053.198 0.00 5.340 X06 20.00 1.50 0 0.00 .NS STR 0.01000 .005902 0.01 1.50 IMO 48751.42 1045.07 4.102 1049.172 1729.0 16.12 4.033 1053.205 0.00 5.340 4.50 20.00 1.50 0 0.00 *438.69 0.00590 .005897 2.59 4.102 1.50 01 0190.11 1047.66 4.102 1051.758 1729.0 16.12 4.033 1055.791 0.00 5.340 4.50 20.00 1.50 0 0.00 560.31 0.00590 .006025 3.38 4.102 1.50 '750.42 1050.96 4.053 1055.013 1729.0 16.36 4.154 1059.167 0.00 5.340 4.50 20.00 1.50 0 0.00 rrll 25.00 0.01120 .005919 0.15 3.420 1.50 om 00775.42 1051.24 4.144 1055.384 1729.0 15.91 3.932 1059.316 0.00 5.340 4.50 20.00 1.50 0 0.00 w■ w 41101 0114 own 4 A.S.L. CONSULTING ENGINEERS F0515P PAGE 9 WATER SURFACE PROFILE LISTING am 100 YEAR .AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA SCENARIO # II FILE: I10CHL10.ELM trr REVISED WATERSHEDS WITH STREET CAPACITY LIMITS "w TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR Wit ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER * /ELEM SO SF AVE HF NORM DEPTH ZR 6c CN MNCT STR 0.01150 .008250 0.17 1.50 9795.42 1051.47 3.257 1054.727 1560.0 19.25 5.752 1060.479 0.89 5.027 4.50 20.00 1.50 0 0.00 • 297.74 0.01128 .010277 3.06 3.218 1.50 rrr 50093.16 1054.83 3.356 1058.186 1560.0 18.57 5.353 1063.539 0.00 5.027 4.50 20.00 1.50 0 0.00 re S ANS STR 0.01132 .007805 2.71 1.50 ,,0440.42 1058.76 3.875 1062.635 1560.0 15.60 3.777 1066.412 0.00 5.027 4.00 20.00 1.50 0 0.00 I NANS STR 0.02733 .004150 0.62 1.50 • 0590.42 1062.86 3.020 1065.880 1560.0 9.47 1.393 1067.273 0.00 3.020 3.80 50.00 1.50 0 0.00 1rr 23.55 0.00188 .002259 0.05 3.258 1.50 wn 0613.97 1062.90 3.156 1066.060 1560.0 9.03 1.267 1067.327 0.00 3.020 3.80 50.00 1.50 0 0.00 NW 8.38 0.00188 .002078 0.02 3.258 1.50 100622.35 1062.92 3.168 1066.088 1560.0 8.99 1.256 1067.344 0.43 3.020 3.80 50.00 1.50 0 0.00 "" 121.51 0.00181 .001960 0.24 3.294 1.50 5 0743.86 1063.14 3.269 1066.409 1560.0 8.69 1.173 1067.582 0.00 3.020 3.80 50.00 1.50 0 0.00 or 247.13 0.00180 .001829 0.45 3.298 1.50 rr 50990.99 1063.59 3.298 1066.884 1560.0 8.61 1.151 1068.035 0.00 3.020 3.80 50.00 1.50 0 0.00 +awr 'v1202.04 0.00180 .001803 0.36 3.298 1.50 ri►1193.03 1063.95 3.298 1067.248 1560.0 8.61 1.151 1068.399 0.40 3.020 3.80 50.00 1.50 0 0.00 • 42.39 0.00189 .001814 0.08 3.254 1.50 rom 1235.42 1064.03 3.285 1067.315 1560.0 8.65 1.160 1068.475 0.00 3.020 3.80 50.00 1.50 0 0.00 EG JUNCT STR 0.00150 .001278 0.03 1.50 110 1255.42 1064.06 4.029 1068.089 1393.0 6.17 0.591 1068.680 0.21 2.807 3.80 50.00 1.50 0 0.00 rw rr� CCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 10 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # II FILE: I10CHL10.ELM 110 REVISED WATERSHEDS WITH STREET CAPACITY LIMITS TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 60 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ▪ /ELEM SO SF AVE HF NORM DEPTH ZR ei t************* ****w,r*** *,t,t,r,r********r,►, *** *** ** *rr,r** err,r,r********** *,r ******** ** ** ** * ** * «,r*********** * * *** ** ***** *rr,r****,rw,r,e,e, *** was 50.76 0.00177 .000755 0.04 3.099 1.50 ▪ 1306.18 1064.15 3.952 1068.102 1393.0 6.30 0.617 1068.719 0.00 2.807 3.80 50.00 1.50 0 0.00 oft 110.68 0.00179 .000841 0.09 3.089 1.50 51416.86 1064.35 3.785 1068.133 1393.0 6.61 0.679 1068.812 0.00 2.807 3.80 50.00 1.50 0 0.00 Iffm 113.16 0.00179 .000973 0.11 3.089 1.50 0 x„1530.02 1064.55 3.624 1068.175 1393.0 6.93 0.746 1068.921 0.00 2.807 3.80 50.00 1.50 0 0.00 1111 119.74 0.00179 .001128 0.14 3.089 1.50 • 1649.76 1064.77 3.470 1068.236 1393.0 7.27 0.821 1069.057 0.00 2.807 3.80 50.00 1.50 0 0.00 Ib 135.99 0.00179 .001307 0.18 3.089 1.50 wwA fig 1785.75 1065.01 3.322 1068.331 1393.0 7.63 0.903 1069.234 0.00 2.807 3.80 50.00 1.50 0 0.00 0.36 0.00179 .001403 0.00 3.089 1.50 60 786.11 1065.01 3.322 1068.332 1393.0 7.63 0.903 1069.235 0.12 2.807 3.80 50.00 1.50 0 0.00 ""183.95 0.00180 .001515 0.28 3.087 1.50 IMP 51970.06 1065.34 3.179 1068.520 1393.0 8.00 0.994 1069.514 0.14 2.807 3.80 50.00 1.50 0 0.00 ewe 55.37 0.00180 .001649 0.09 3.087 1.50 rw 52025.43 1065.44 3.154 1068.594 1393.0 8.07 1.011 1069.605 0.35 2.807 3.80 50.00 1.50 0 0.00 100294.54 0.00180 .001737 0.51 3.084 1.50 46619.97 1065.97 3.084 1069.055 1393.0 8.27 1.062 1070.117 0.36 2.807 3.80 50.00 1.50 0 0.00 • 315.45 0.00180 .001802 0.57 3.084 1.50 :635.42 1066.54 3.084 1069.624 1393.0 8.27 1.062 1070.686 0.00 2.807 3.80 50.00 1.50 0 0.00 RPLiC JUNCT STR 0.001 ti2. .001244 0.02 1.50 um 4655.42 1066.57 3.803 1070.373 1225.0 5.78 0.519 1070.892 0.00 2.583 3.80 50.00 1.50 0 0.00 vw. 00 rr ft A.S.L. CONSULTING ENGINEERS F0515P PAGE 11 WATER SURFACE PROFILE LISTING *"t 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # II FILE: I10CHL10.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS mit TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR OW ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER am /ELEM SO SF AVE HF NORM DEPTH ZR AWNS STR 0.00178 .001123 0.05 1.50 6 12700.42 1066.65 3.393 1070.043 1225.0 8.01 0.996 1071.039 0.00 2.962 3.80 40.00 1.50 0 0.00 Pm 27.10 0.00185 .001576 0.04 3.229 1.50 WM 52727.52 1066.70 3.372 1070.072 1225.0 8.06 1.010 1071.082 0.06 2.962 3.80 40.00 1.50 0 0.00 som SW 70.73 0.00184 .001630 0.12 3.232 1.50 AZ798.25 1066.83 3.326 1070.156 1225.0 8.19 1.041 1071.197 0.00 2.962 3.80 40.00 1.50 0 0.00 "136.89 0.00180 .001694 0.23 3.253 1.50 4111 2935.14 1067.08 3.297 1070.373 1225.0 8.27 1.061 1071.434 0.00 2.962 3.80 40.00 1.50 0 0.00 W1 HYDRAULIC JUMP 1.50 2 935.14 1067.08 2.648 1069.724 1225.0 10.52 1.718 1071.442 0.00 2.962 3.80 40.00 1.50 0 0.00 26.40 0.00180 .003880 0.10 3.253 1.50 4M2961.54 1067.12 2.540 1069.664 1225.0 11.01 1.881 1071.545 0.00 2.962 3.80 40.00 1.50 0 0.00 29.40 0.00180 .004483 0.13 3.253 1.50 52990.94 1067.18 2.431 1069.607 1225.0 11.54 2.069 1071.676 0.00 2.962 3.80 40.00 1.50 0 0.00 um 30.02 0.00180 .005200 0.16 3.253 1.50 we 53020.96 1067.23 2.327 1069.557 1225.0 12.11 2.276 1071.833 0.00 2.962 3.80 40.00 1.50 0 0.00 me 30.00 0.00180 .006033 0.18 3.253 1.50 0113050.96 1067.28 2.226 1069.510 1225.0 12.70 2.504 1072.014 0.00 2.962 3.80 40.00 1.50 0 0.00 tar 29.56 0.00180 .007003 0.21 3.253 1.50 Pm 1080.52 1067.34 2.130 1069.467 1225.0 13.32 2.754 1072.221 0.00 2.962 3.80 40.00 1.50 0 0.00 ON 28.87 0.00180 .008131 0.23 3.253 1.50 am 4109.39 1067.39 2.037 1069.426 1225.0 13.97 3.029 1072.455 0.00 2.962 3.80 40.00 1.50 0 0.00 NO PIM UMW wtCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 12 WATER SURFACE PROFILE LISTING r*+ 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # II FILE: I10CHL10.ELM so REVISED WATERSHEDS WITH STREET CAPACITY LIMITS w 1TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER PM /ELEM SO SF AVE HF NORM DEPTH ZR 28.02 0.00180 .009444 0.26 3.253 1.50 li g3137.41 1067.44 1.948 1069.388 1225.0 14.65 3.332 1072.720 0.00 2.962 3.80 40.00 1.50 0 0.00 on 27.04 0.00180 .010972 0.30 3.253 1.50 irr 53164.45 1067.49 1.863 1069.351 1225.0 15.36 3.666 1073.017 0.00 2.962 3.80 40.00 1.50 0 0.00 26.02 0.00180 .012751 0.33 3.253 1.50 0 43190.47 1067.54 1.781 1069.316 1225.0 16.11 4.032 1073.348 0.00 2.962 3.80 40.00 1.50 0 0.00 24.95 0.00180 .014823 0.37 3.253 1.50 • 3215.42 1067.58 1.703 1069.283 1225.0 16.90 4.435 1073.718 0.00 2.962 3.80 40.00 1.50 0 0.00 O w TRANS STR 0.00183 .010447 1.83 1.50 3390.42 1067.90 4.508 1072.408 1225.0 14.48 3.258 1075.666 0.00 5.442 5.00 12.00 1.50 0 0.00 e�+ 343.06 0.00501 .004777 1.64 4.494 1.50 3733.48 1069.62 4.598 1074.218 1225.0 14.10 3.086 1077.304 0.00 5.442 5.00 12.00 1.50 0 0.00 e " 151.72 0.00501 .004364 0.66 4.495 1.50 53885.20 1070.38 4.730 1075.110 1225.0 13.56 2.856 1077.966 0.00 5.442 5.00 12.00 1.50 0 0.00 70.22 0.00498 .003934 0.28 4.501 1.50 ON 53955.42 1070.73 4.857 1075.587 1225.0 13.08 2.656 1078.243 0.00 5.442 5.00 12.00 1.50 0 0.00 "-" C Via A INNMNCT STR 0.00450 .007158 0.14 1.50 003975.42 1070.82 3.423 1074.243 1074.0 18.31 5.207 1079.450 0.00 5.061 5.00 12.00 1.50 0 0.00 MO TRANS STR 0.05667 .009385 0.14 1.50 ewe 3990.42 1071.67 3.670 1075.341 1074.0 16.72 4.340 1079.681 0.00 5.061 4.50 12.00 1.50 0 0.00 450.84 0.00820 .008136 3.67 3.669 1.50 4441.26 1075.37 3.683 1079.050 1074.0 16.64 4.298 1083.348 0.00 5.061 4.50 12.00 1.50 0 0.00 out O W *CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 13 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # II FILE: I1OCHL10.ELM at REVISED WATERSHEDS WITH STREET CAPACITY LIMITS NMI STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER NM I . /ELEM SO SF AVE HF NORM DEPTH ZR +.. 410.35 0.00820 .007577 3.11 3.669 1.50 1 14851.61 1078.73 3.819 1082.550 1074.0 15.86 3.907 1086.457 0.00 5.061 4.50 12.00 1.50 0 0.00 ot 137.59 0.00820 .006632 0.91 3.669 1.50 tot 54989.20 1079.86 3.959 1083.819 1074.0 15.12 3.552 1087.371 0.00 5.061 4.50 12.00 1.50 0 0.00 no so 74.84 0.00820 .005807 0.43 3.669 1.50 45064.04 1080.47 4.102 1084.575 1074.0 14.42 3.229 1087.804 0.00 5.061 4.50 12.00 1.50 0 0.00 46.69 0.00820 .005085 0.24 3.669 1.50 • 5110.73 1080.86 4.251 1085.107 1074.0 13.75 2.936 1088.043 0.00 5.061 4.50 12.00 1.50 0 0.00 MO 30.52 0.00820 .004455 0.14 3.669 1.50 om 5141.25 1081.11 4.403 1085.509 1074.0 13.11 2.669 1088.178 0.00 5.061 4.50 12.00 1.50 0 0.00 ow 19.90 0.00820 .003903 0.08 3.669 1.50 615161.15 1081.27 4.560 1085.829 1074.0 12.50 2.426 1088.255 0.00 5.061 4.50 12.00 1.50 0 0.00 d'M 12.30 0.00820 .003421 0.04 3.669 1.50 taw 55173.45 1081.37 4.722 1086.092 1074.0 11.92 2.206 1088.298 0.00 5.061 4.50 12.00 1.50 0 0.00 am 6.55 0.00820 .002999 0.02 3.669 1.50 NW 55180.00 1081.42 4.889 1086.313 1074.0 11.36 2.005 1088.318 0.00 5.061 4.50 12.00 1.50 0 0.00 on to 1.96 0.00820 .002628 0.01 3.669 1.50 * #5181.96 1081.44 5.061 1086.501 1074.0 10.83 1.822 1088.323 0.00 5.061 4.50 12.00 1.50 0 0.00 JUNCT STR 0.00800 .001373 0.03 1.50 Oft 5201.96 1081.60 6.999 1088.599 696.0 4.42 0.303 1088.902 0.00 3.963 4.50 12.00 1.50 0 0.00 WO 24.44 0.00825 .000311 0.01 2.886 1.50 ry5226.40 1081.80 6.775 1088.577 696.0 4.64 0.334 1088.911 0.00 3.963 4.50 12.00 1.50 0 0.00 all VW 00CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 14 WATER SURFACE PROFILE LISTING sem 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # II FILE: I10CHL10.ELM r REVISED WATERSHEDS WITH STREET CAPACITY LIMITS • TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR MO ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER Om /ELEM SO SF AVE HF NORM DEPTH ZR MM w 15.56 0.00825 .000346 0.01 2.886 1.50 • 5241.96 1081.93 6.631 1088.561 696.0 4.78 0.355 1088.916 0.00 3.963 4.50 12.00 1.50 0 0.00 Om ANS STR 0.00850 .001614 0.03 1.50 IM 55261.96 1082.10 5.939 1088.039 696.0 8.21 1.047 1089.086 0.00 3.735 5.00 17.00 0.00 0 0.00 ma r IDGE EXIT 0.00 066261.96 1082.10 5.939 1088.039 696.0 8.75 1.190 1089.229 0.00 3.889 5.00 17.00 0.00 1 1.00 MO 114.00 0.00509 .003863 0.44 3.712 0.00 ▪ 5375.96 1082.68 5.800 1088.480 696.0 8.75 1.190 1089.670 0.00 3.889 5.00 17.00 0.00 1 1.00 BRIDGE ENTRANCE 0.00 som 5375.96 1082.68 6.014 1088.694 696.0 8.21 1.047 1089.741 0.00 3.735 5.00 17.00 0.00 0 0.00 iv 1NS STR 0.05324 .001969 0.05 0.00 1 !5401.13 1084.02 5.010 1089.030 696.0 7.12 0.787 1089.817 0.28 3.963 6.00 12.00 1.50 0 0.00 ° ' w ' 28.05 0.00440 .001147 0.03 3.432 1.50 55429.18 1084.14 4.840 1088.983 696.0 7.47 0.866 1089.849 0.30 3.963 6.00 12.00 1.50 0 0.00 25.41 0.00440 .001308 0.03 3.432 1.50 r 55454.59 1084.26 4.675 1088.930 696.0 7.83 0.952 1089.882 0.32 3.963 6.00 12.00 1.50 0 0.00 mm MM 20.23 0.00440 .001481 0.03 3.432 1.50 140 5474.82 1084.34 4.533 1088.877 696.0 8.17 1.036 1089.913 0.34 3.963 6.00 12.00 1.50 0 0.00 err HYDRAULIC JUMP 1.50 ;474.82 1084.34 3.436 1087.780 696.0 11.81 2.165 1089.945 0.63 3.963 6.00 12.00 1.50 0 0.00 WM 80.86 0.00440 .004376 0.35 3.432 1.50 w ,yi555.68 1084.70 3.438 1088.138 696.0 11.80 2.162 1090.300 0.63 3.963 6.00 12.00 1.50 0 0.00 mw or 1w I A.S.L. CONSULTING ENGINEERS F0515P PAGE 15 WATER SURFACE PROFILE LISTING sos 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # II FILE: I10CHL10.ELM rrr REVISED WATERSHEDS WITH STREET CAPACITY LIMITS sos TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR NM ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ON /ELEM SO SF AVE HF NORM DEPTH ZR IIII ow 105.02 0.00438 .004366 0.46 3.436 1.50 45660.70 1085.16 3.440 1088.600 696.0 11.79 2.158 1090.758 0.00 3.963 6.00 12.00 1.50 0 0.00 PM ANS STR 0.00435 .004383 0.35 1.50 NO 55741.13 1085.51 3.431 1088.941 696.0 11.83 2.173 1091.114 0.00 3.963 4.50 12.00 1.50 0 0.00 700.35 0.00440 .004404 3.08 3.431 1.50 • 6441.48 1088.59 3.431 1092.025 696.0 11.83 2.173 1094.198 0.00 3.963 4.50 12.00 1.50 0 0.00 263.88 0.00440 .004247 1.12 3.431 1.50 • 6705.36 1089.76 3.501 1093.257 696.0 11.52 2.062 1095.319 0.00 3.963 4.50 12.00 1.50 0 0.00 MO 100.77 0.00440 .003833 0.39 3.431 1.50 ism 6806.13 1090.20 3.631 1093.831 696.0 10.99 1.874 1095.705 0.00 3.963 4.50 12.00 1.50 0 0.00 ANS STR 0.00443 .003084 0.22 1.50 106876.13 G 1 d 090.51 3.963 1094.473 696.0 9.79 1.487 1095.960 0.00 3.963 5.50 12.00 1.50 0 0.00 O"i1CT STR 0.00450 .001545 0.03 1.50 56896.13 1090.60 5.339 1095.939 537.0 5.03 0.392 1096.331 0.00 3.412 5.50 12.00 1.50 0 0.00 ww 36.35 0.00439 .000535 0.02 2.978 1.50 Om 56932.48 1090.76 5.160 1095.919 537.0 5.27 0.432 1096.351 0.00 3.412 5.50 12.00 1.50 0 0.00 ww MO 34.70 0.00439 .000610 0.02 2.978 1.50 06967.18 1090.91 4.986 1095.898 537.0 5.53 0.475 1096.373 0.00 3.412 5.50 12.00 1.50 0 0.00 MO 33.00 0.00439 .000695 0.02 2.978 1.50 om 7000.18 1091.06 4.817 1095.873 537.0 5.80 0.522 1096.395 0.00 3.412 5.50 12.00 1.50 0 0.00 MO 31.25 0.00439 .000793 0.02 2.978 1.50 7031.43 1091.19 4.652 1095.845 537.0 6.08 0.574 1096.419 0.00 3.412 5.50 12.00 1.50 0 0.00 oft MO . w. Mrr ry ymICENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 16 WATER SURFACE PROFILE LISTING s 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA 00 SCENARIO # II FILE: 110CHL10.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS om TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER NM /ELEM SO SF AVE HF NORM DEPTH ZR ..w 29.41 0.00439 .000905 0.03 2.978 1.50 17060.84 1091.32 4.492 1095.814 537.0 6.38 0.632 1096.446 0.00 3.412 5.50 12.00 1.50 0 0.00 .w. 27.44 0.00439 .001032 0.03 2.978 1.50 N M 57088.28 1091.44 4.337 1095.780 537.0 6.69 0.695 1096.475 0.00 3.412 5.50 12.00 1.50 0 0.00 ... • 25.33 0.00439 .001178 0.03 2.978 1.50 0,7113.61 1091.55 4.187 1095.741 537.0 7.02 0.765 1096.506 0.00 3.412 5.50 12.00 1.50 0 0.00 22.99 0.00439 .001345 0.03 2.978 1.50 ' 77136.60 1091.65 4.040 1095.694 537.0 7.36 0.841 1096.535 0.00 3.412 5.50 12.00 1.50 0 0.00 is 19.53 0.00439 .001532 0.03 2.978 1.50 ww 7156.13 1091.74 3.905 1095.645 537.0 7.70 0.921 1096.566 0.00 3.412 5.50 12.00 1.50 0 0.00 179.96 0.00200 .001745 0.31 3.694 1.50 004336.09 1092.10 3.767 1095.867 537.0 8.08 1.013 1096.880 0.00 3.412 5.50 12.00 1.50 0 0.00 . 274.11 0.00200 .001930 0.53 3.694 1.50 00 57610.20 1092.65 3.694 1096.342 537.0 8.29 1.067 1097.409 0.00 3.412 5.50 12.00 1.50 0 0.00 mom 555.93 0.00200 .001999 1.11 3.694 1.50 ilr 58166.13 1093.76 3.694 1097.454 537.0 8.29 1.067 1098.521 0.00 3.412 5.50 12.00 1.50 0 0.00 •iw MO 25.00 0.00200 .001999 0.05 3.694 1.50 408191.13 1093.81 3.694 1097.504 537.0 8.29 1.067 1098.571 0.00 3.412 5.50 12.00 1.50 0 0.00 • gp JUNC TR 0.00200 .001182 0.02 1.50 00 3211.13 1093.85 4.825 1098.675 378.0 4.07 0.258 1098.933 0.00 2.775 5.50 12.00 1.50 0 0.00 dO TRANS STR 0.00200 .000562 0.28 1.50 on X706.13 1094.84 3.970 1098.810 378.0 5.30 0.437 1099.247 0.00 2.775 4.50 12.00 1.50 0 0.00 mum NI ow low own i A.S.L. CONSULTING ENGINEERS F0515P PAGE 17 WATER SURFACE PROFILE LISTING ww 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # II FILE: I10CHL10.ELM OW REVISED WATERSHEDS WITH STREET CAPACITY LIMITS to TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR MO ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER to 1 /ELEM SO SF AVE HF NORM DEPTH ZR - 81.12 0.00200 .000813 0.07 3.047 1.50 787.25 1095.00 3.830 1098.832 378.0 5.56 0.480 1099.312 0.00 2.775 4.50 12.00 1.50 0 0.00 to 81.93 0.00200 .000929 0.08 3.047 1.50 Wo 58869.18 1095.17 3.694 1098.860 378.0 5.83 0.528 1099.388 0.00 2.775 4.50 12.00 1.50 0 0.00 to 84.08 0.00200 .001061 0.09 3.047 1.50 „50953.26 1095.33 3.562 1098.896 378.0 6.12 0.581 1099.477 0.00 2.775 4.50 12.00 1.50 0 0.00 " 88.57 0.00200 .001213 0.11 3.047 1.50 11114 )041.83 1095.51 3.435 1098.946 378.0 6.42 0.639 1099.585 0.00 2.775 4.50 12.00 1.50 0 0.00 OW 97.90 0.00200 .001387 0.14 3.047 1.50 )139.73 1095.71 3.311 1099.018 378.0 6.73 0.703 1099.721 0.00 2.775 4.50 12.00 1.50 0 0.00 sell oo 120.53 0.00200 .001587 0.19 3.047 1.50 W260.26 1095.95 3.190 1099.138 378.0 7.06 0.774 1099.912 0.00 2.775 4.50 12.00 1.50 0 0.00 """ 48.12 0.00200 .001725 0.08 3.047 1.50 ter 59308.38 1096.04 3.158 1099.202 378.0 7.15 0.794 1099.996 0.00 2.775 4.50 12.00 1.50 0 0.00 moo F IRAULIC JUMP 1.50 ire 59308.38 1096.04 2.416 1098.460 378.0 10.01 1.556 1100.016 0.00 2.775 4.50 12.00 1.50 0 0.00 om fig 3.26 0.00200 .004621 0.02 3.047 1.50 010311.64 1096.05 2.406 1098.457 378.0 10.07 1.573 1100.030 0.00 2.775 4.50 12.00 1.50 0 0.00 rer 21.90 0.00200 .005000 0.11 3.047 1.50 OM 333.54 1096.10 2.314 1098.409 378.0 10.56 1.730 1100.139 0.00 2.775 4.50 12.00 1.50 0 0.00 MN 22.59 0.00200 .005738 0.13 3.047 1.50 ow ,es356.13 1096.14 2.226 1098.366 378.0 11.07 1.903 1100.269 0.00 2.775 4.50 12.00 1.50 0 0.00 w +w. tmeCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 18 WATER SURFACE PROFILE LISTING ww 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # II FILE: I1OCHL10.ELM tl�l REVISED WATERSHEDS WITH STREET CAPACITY LIMITS w >TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER w . /ELEM SO SF AVE HF NORM DEPTH ZR um 4.46 0.00200 .006216 0.03 3.047 1.50 t1, Y$ 19360.59 1096.15 2.209 1098.358 378.0 11.18 1.939 1100.297 0.00 2.775 ..4e90 12.00 1.50 0 0.00 mm 22.83 0.00200 .006767 0.15 3.047 1.50 ilrt 59383.42 1096.19 2.124 1098.319 378.0 11.72 2.133 1100.452 0.00 2.775 X 12.00 1.50 0 0.00 4. 22.71 0.00200 .007772 0.18 3.047 1.50 y 2? 4 49406.13 1096.24 2.041 1098.281 378.0 12.29 2.347 1100.628 0.00 2.775 1p30 12.00 1.50 0 0.00 MO 32.72 0.01150 .007816 0.26 1.860 1.50 q pig 9438.85 1096.62 2.116 1098.732 378.0 11.77 2.151 1100.883 0.00 2.775 JerST 12.00 1.50 0 0.00 MM 23.81 0.01150 .006850 0.16 1.860 1.50 4 ° MM 9462.66 1096.89 2.201 1099.091 378.0 11.22 1.956 1101.047 0.00 2.775 -4056 12.00 1.50 0 0.00 ".. 16.28 0.01150 .005967 0.10 1.860 1.50 ~9478.94 1097.08 2.289 1099.366 378.0 10.70 1.778 1101.144 0.00 2.775 /150 12.00 1.50 0 0.00 """ 11.25 0.01150 .005200 0.06 1.860 1.50 59490.19 1097.21 2.380 1099.587 378.0 10.20 1.616 1101.203 0.00 2.775 12.00 1.50 0 0.00 mm 7.63 0.01150 .004533 0.03 1.860 1.50 rr a p 59497.82 1097.29 2.473 1099.767 378.0 9.73 1.469 1101.236 0.00 2.775 b � ` 12.00 1.50 0 0.00 MM 4.85 0.01150 .003953 0.02 1.860 1.50 387 * w9502.67 1097.35 2.570 1099.920 378.0 9.27 1.336 1101.256 0.00 2.775 4. 10 12.00 1.50 0 0.00 40 2.64 0.01150 .003448 0.01 1.860 1.50 MM 31e 9505.31 1097.38 2.671 1100.052 378.0 8.84 1.214 1101.266 0.00 2.775 Js% 12.00 1.50 0 0.00 am 0.82 0.01150 .003007 0.00 1.860 / 1.50 : 506.13 1097.39 2.775 1100.165 378.0 8.43 1.103 1101.268 0.00 2.775 12.00 1.50 0 0.00 *r m,CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 19 WATER SURFACE PROFILE LISTING mem 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # II FILE: I1OCHL10.ELM INr REVISED WATERSHEDS WITH STREET CAPACITY LIMITS w ,TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR INS ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER ▪ /ELEM SO SF AVE HF NORM DEPTH ZR ti PGA O4NCT STR 0.01150 .001502 0.03 1.50 y 3:77 39526.13 1097.62 3.985 1101.605 197.0 2.75 0.117 1101.722 0.00 1.871 12.00 1.50 0 0.00 11.40 0.01150 .000218 0.00 1.275 1.50 irr S72 59537.53 1097.75 3.844 1101.595 197.0 2.88 0.129 1101.724 0.00 1.871 50 12.00 1.50 0 0.00 Poi w 10.97 0.01150 .000249 0.00 1.275 1.50 ,,,,59548.50 1097.88 3.708 1101.585 197.0 3.03 0.142 1101.727 0.00 1.871 g 12.00 1.50 0 0.00 Mw 10.51 0.01150 .000284 0.00 1.275 1.50 3. 9559.01 1098.00 3.576 1101.574 197.0 3.17 0.156 1101.730 0.00 1.871 ,&C' J 12.00 1.50 0 0.00 MM 10.08 0.01150 .000325 0.00 1.275 1.50 .3► 60 9569.09 1098.11 3.448 1101.562 197.0 3.33 0.172 1101.734 0.00 1.871 .4156 12.00 1.50 0 0.00 9.63 0.01150 .000371 0.00 1.275 1.50 #09578.72 1098.22 3.323 1101.548 197.0 3.49 0.189 1101.737 0.00 1.871 A441 12.00 1.50 0 0.00 9.18 0.01150 .000424 0.00 1.275 1.50 ftw 367 59587.90 1098.33 3.203 1101.533 197.0 3.66 0.208 1101.741 0.00 1.871 Aw96 12.00 1.50 0 0.00 8.72 0.01150 .000486 0.00 1.275 1.50 o w 59596.62 1098.43 3.086 1101.517 197.0 3.84 0.229 1101.746 0.00 1.871 3 12.00 1.50 0 0.00 Iii 8.25 0.01150 .000557 0.00 1.275 1.50 3.Y3 * 9604.87 1098.53 2.973 1101.499 197.0 4.03 0.252 1101.751 0.00 1.871 12.00 1.50 0 0.00 U M 7.79 0.01150 .000637 0.00 1.275 1.50 om v ?612.66 1098.62 2.863 1101.478 197.0 4.22 0.277 1101.755 0.00 1.871 12.00 1.50 0 0.00 id 7.29 0.01150 .000730 0.01 1.275 1.50 3,37 010619.95 1098.70 2.757 1101.456 197.0 4.43 0.305 1101.761 0.00 1.871 416 12.00 1.50 0 0.00 om OM w w AICENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 20 WATER SURFACE PROFILE LISTING am 100 YEAR.AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA SCENARIO # II FILE: I10CHL10.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 144 /ELEM SO SF AVE HF NORM DEPTH ZR 00 6.79 0.01150 .000836 0.01 1.275 1.50 33y 59626.74 1098.78 2.654 1101.431 197.0 4.65 0.335 1101.766 0.00 1.871 Jit50 12.00 1.50 0 0.00 MP 3.01 0.01150 .000924 0.00 1.275 1.50 211 3 59629.75 1098.81 2.605 1101.417 197.0 4.75 0.351 1101.768 0.00 1.871 12.00 1.50 0 0.00 w N)RAULIC JUMP 1.50 333 OW629.75 1098.81 1.275 1100.087 197.0 11.11 1.915 1102.002 0.00 1.871 ywser 12.00 1.50 0 0.00 • 76.38 0.01150 .011482 0.88 1.275 1.50 0706.13 1099.69 1.276 1100.966 197.0 11.09 1.911 1102.877 0.00 1.871 <515 12.00 1.50 0 0.00 TRANS STR 0.01000 .011482 0.01 1.50 ws 0707.13 1099.70 1.275 1100.975 197.0 11.11 1.915 1102.890 0.00 1.871 3.00 12.00 1.50 0 0.00 por 171.57 0.01148 .011501 1.97 1.275 1.50 1 90878.70 1101.67 1.275 1102.945 197.0 11.11 1.915 1104.860 0.16 1.871 3.00 12.00 1.50 0 0.00 °i' 8.21 0.01150 .011501 0.09 1.275 1.50 59886.91 1101.76 1.275 1103.039 197.0 11.11 1.915 1104.954 0.16 1.871 3.00 12.00 1.50 0 0.00 w 155.20 0.01150 .010774 1.67 1.275 1.50 60042.11 1103.55 1.326 1104.876 197.0 10.62 1.751 1106.627 0.00 1.871 3.00 12.00 1.50 0 0.00 IR MN 23.91 0.01158 .009770 0.23 1.272 1.50 "1066.02 1103.83 1.348 1105.175 197.0 10.42 1.685 1106.860 0.00 1.871 3.00 12.00 1.50 0 0.00 ▪ 35.35 0.01158 .008861 0.31 1.272 1.50 Rol 1101.37 1104.24 1.406 1105.642 197.0 9.93 1.532 1107.174 0.00 1.871 3.00 12.00 1.50 0 0.00 1111 20.53 0.01158 .007685 0.16 1.272 1.50 mid 0121.90 1104.47 1.465 1105.939 197.0 9.47 1.393 1107.332 0.00 1.871 3.00 12.00 1.50 0 0.00 om woo ma lown imCENSEE: A.S.L. CONSULTING ENGINEERS FO515P PAGE 21 WATER SURFACE PROFILE LISTING w 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA r11 SCENARIO # II FILE: I1OCHL10.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS • TATION INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 'd ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER mili /ELEM SO SF AVE HF NORM DEPTH ZR PM 13.25 0.01158 .006667 0.09 1.272 1.50 10135.15 1104.63 1.527 1106.154 197.0 9.03 1.266 1107.420 0.00 1.871 3.00 12.00 1.50 0 0.00 mw 8.85 0.01158 .005786 0.05 1.272 1.50 le 60144.00 1104.73 1.590 1106.320 197.0 8.61 1.151 1107.471 0.00 1.871 3.00 12.00 1.50 0 0.00 r 5.87 0.01158 .005024 0.03 1.272 1.50 010149.87 1104.80 1.657 1106.455 197.0 8.21 1.046 1107.501 0.00 1.871 3.00 12.00 1.50 0 0.00 kw 3.68 0.01158 .004365 0.02 1.272 1.50 am 5153.55 1104.84 1.725 1106.565 197.0 7.83 0.951 1107.516 0.00 1.871 3.00 12.00 1.50 0 0.00 1rr 1.98 0.01158 .003792 0.01 1.272 1.50 am AA 7155.53 1104.86 1.796 1106.659 197.0 7.46 0.865 1107.524 0.00 1.871 3.00 12.00 1.50 0 0.00 um 0.60 0.01158 .003294 0.00 1.272 1.50 40°156.13 1104.87 1.871 1106.741 197.0 7.11 0.785 1107.526 0.00 1.871 3.00 12.00 1.50 0 0.00 I ' m 5.64 0.00199 .002862 0.02 2.115 1.50 Iri 60161.77 1104.88 1.947 1106.828 197.0 6.78 0.714 1107.542 0.00 1.871 3.00 12.00 1.50 0 0.00 col 28.43 0.00199 .002490 0.07 2.115 1.50 ma 60190.20 1104.94 2.026 1106.964 197.0 6.46 0.649 1107.613 0.00 1.871 3.00 12.00 1.50 0 0.00 10 132.O9 0.00199 .002167 0.29 2.115 1.50 400322.29 1105.20 2.108 1107.309 197.0 6.16 0.590 1107.899 0.00 1.871 3.00 12.00 1.50 0 0.00 • 229.99 0.00199 .002005 0.46 2.115 1.50 PO )552.28 1105.66 2.115 1107.775 197.0 6.14 0.585 1108.360 0.00 1.871 3.00 12.00 1.50 0 0.00 N W 95.17 0.00199 .001993 0.19 2.115 1.50 am • 647.45 1105.85 2.115 1107.965 197.0 6.14 0.585 1108.550 0.02 1.871 3.00 12.00 1.50 0 0.00 ma MM mm INCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 22 WATER SURFACE PROFILE LISTING 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # II FILE: I10CHL10.ELM Nig REVISED WATERSHEDS WITH STREET CAPACITY LIMITS "TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 1011 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER oo /ELEM SO SF AVE HF NORM DEPTH ZR r * * * * * * * * * * * * * * * * ** * * * ** ** 1 1********** rr*********** ***** *,1**** *,r**w*** *,rrr,r,r** r**** r**,r, * *** ** **** *,r* * *** *,rt ***** * *** * * * ** * ***1*** w. 22.60 0.00204 .001994 0.05 2.102 1.50 16670.05 1105.90 2.115 1108.011 197.0 6.14 0.585 1108.596 0.02 1.871 3.00 12.00 1.50 0 0.00 711 )RAULIC JUMP 1.50 60670.05 1105.90 1.645 1107.541 197.0 8.28 1.064 1108.605 0.04 1.871 3.00 12.00 1.50 0 0.00 ano 9.32 0.00204 .005037 0.05 2.102 1.50 40679.37 1105.91 1.598 1107.513 197.0 8.56 1.138 1108.651 0.04 1.871 3.00 12.00 1.50 0 0.00 Mm 13.60 0.00204 .005687 0.08 2.102 1.50 • 692.97 1105.94 1.534 1107.477 197.0 8.98 1.252 1108.729 0.05 1.871 3.00 12.00 1.50 0 0.00 ONO 14.01 0.00204 .006552 0.09 2.102 1.50 1111111 OW /706.98 1105.97 1.472 1107.443 197.0 9.42 1.377 1108.820 0.05 1.871 3.00 12.00 1.50 0 0.00 Pm 14.15 0.00204 .007552 0.11 2.102 1.50 010721.13 1106.00 1.413 1107.413 197.0 9.88 1.514 1108.927 0.13 1.871 3.00 12.00 1.50 0 0.00 w 10.88 0.01400 .007614 0.08 1.204 1.50 60732.01 1106.15 1.465 1107.617 197.0 9.47 1.393 1109.010 0.12 1.871 3.00 12.00 1.50 0 0.00 8.87 0.01400 .006667 0.06 1.204 1.50 oo 60740.88 1106.28 1.527 1107.803 197.0 9.03 1.266 1109.069 0.11 1.871 3.00 12.00 1.50 0 0.00 i� 6.24 0.01400 .005786 0.04 1.204 1.50 00747.12 1106.36 1.590 1107.954 197.0 8.61 1.151 1109.105 0.10 1.871 3.00 12.00 1.50 0 0.00 ,11 4.28 0.01400 .005024 0.02 1.204 1.50 OW !751.40 1106.42 1.657 1108.081 197.0 8.21 1.046 1109.127 0.09 1.871 3.00 12.00 1.50 0 0.00 2.75 0.01400 .004365 0.01 1.204 1.50 W754.15 1106.46 1.725 1108.187 197.0 7.83 0.951 1109.138 0.08 1.871 3.00 12.00 1.50 0 0.00 ewe MO O M �v,.. M.. Y, enwi4 mingENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 23 WATER SURFACE PROFILE LISTING w 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # II FILE: I10CHL10.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS 4111 TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR III ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 41. /ELEM SO SF AVE HF NORM DEPTH ZR wr 1.51 0.01400 .003792 0.01 1.204 1.50 13755.66 1106.48 1.796 1108.279 197.0 7.46 0.865 1109.144 0.08 1.871 3.00 12.00 1.50 0 0.00 ▪ 0.47 0.01400 .003294 0.00 1.204 1.50 60756.13 1106.49 1.871 1108.361 197.0 7.11 0.785 1109.146 0.00 1.871 3.00 12.00 1.50 0 0.00 41" STE2f2A "OCT STR 0.01379 .001975 0.07 1.50 10789.49 1106.95 3.049 1109.999 57.0 2.62 0.107 1110.106 0.00 0.941 2.00 11.00 0.00 0 0.00 MIDGE EXIT 0.00 *11 5789.49 1106.95 3.049 1109.999 57.0 2.92 0.133 1110.132 0.00 1.003 2.00 11.00 0.00 1 1.00 176.80 0.00594 .001229 0.22 0.912 0.00 ▪ 966.29 1108.00 2.216 1110.216 57.0 2.92 0.133 1110.349 0.00 1.003 2.00 11.00 0.00 1 1.00 BRIDGE ENTRANCE 0.00 44966.29 1108.00 2.255 1110.255 57.0 2.62 0.107 1110.362 0.00 0.941 2.00 11.00 0.00 0 0.00 PANS STR 0.00101 .000548 0.39 0.00 OW 61671.45 1108.71 1.986 1110.696 57.0 1.92 0.057 1110.753 0.00 0.856 3.00 12.00 1.50 0 0.00 • O W �MM NM • 1 NN MN ow nwr yew mi ✓ ee im Fmk ■r 100 YEAR AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA rt SCENARIO # II FILE: I10CHL10.ELM NW REVISED WATERSHEDS WITH STREET CAPACITY LIMITS • 1111 36438.00 .I CWHE R 36488.57 . om 36539.14 .I CWHE R I 36589.70 .I X X ▪ TX 36640.27 .I CX E ▪ JX on 36690.84 .I CHWE - R 36741.41 . NW 36791.98 . I CHWE R am 36842.54 . I CHWE ▪ TX 36893.11 . IBBBBCX E BX +0 36943.68 . I CX E R 36994.25 . IBBBBCX E • BE "" 37044.82 . I CHW E ▪ TX „I 37095.38 . I C HWE ▪ TX 37145.95 . • 37196.52 . 37247.09 . *I 37297.66 . 37348.22 . ow 37398.79 . me 37449.36 . 37499.93 . dem 37550.50 . 37601.06 . 37651.63 . 37702.20 . Pk 37752.77 . PYr 37803.34 . 37853.91 . 4 " / 37904.47 . 37955.04 . OW 38005.61 . ,_ 38056.18 . 38106.75 . 38157.31 . 38207.88 . I X E R "" 38258.45 . ad 38309.02 . 38359.59 . I XHE R m+ 38410.15 . 38460.72 . mei 38511.29 . I XHE . R 38561.86 . oft 38612.43 . 00 38662.99 . I XHE ▪ JX 38713.56 . '"" 38764.13 . m038814.70 . 38865.27 . I C XE ▪ TX we 38915.83 . 38966.40 . me 39016.97 . 39067.54 . Ow 39118.11 . 39168.67 . Alt, 39219.24 . 39269.81 . 39320.38 . 39370.95 . om 39421.51 . - 39472.08 . 39522.65 . oft 39573.22 . 39623.79 . 39674.35 . 1A 39724.92 . 39775.49 . no 39826.06 . 39876.63 . mou 39927.19 . ism 39977.76 . 40028.33 . w 40078.90 . me 40129.47 . 40180.03 . w. 40230.60 . 40281.17 . Aso 40331.74 . 40382.31 . 40432.87 . 60 40483.44 . I X E . JX 40534.01 . I XWE R mm 40584.58 . MO 40635.15 . I XW E R 40685.72 . 40736.28 . Om 40786.85 . I CX E . R AM 40837.42 . 40887.99 . I X E . R ,." 40938.56 . l . 41039.69 . I X E . R p 41090.26 . 41140.83 . ire 41191.40 . 41241.96 . I X E R PM 41292.53 . km 41343.10 . 41393.67 . I CX E . R Pm 41444.24 . 41494.80 . MN 41545.37 . 41595.94 . 41646.51 . ri11 41697.08 . 41747.64 . mm 41798.21 . I X E . JX *41848.78 . I XWE . R 41899.35 . A 41949.92 . I CX E . R 42000.48 . 42051.05 . 42101.62 . I CX E . R mm 00 42152.19 . 42202.76 . I X E R x042253.32 . 42303.89 . 42354.46 . 1 X E R 42405.03 . 42455.60 . 40 /42506.16 . I X E . R 42556.73 . I CXE . R ON 42607.30 . I XHE . R pr 42657.87 . I XHE R 42708.44 . I XH E R 00442759.00 . I WX E R .m 42809.57 . I WX E R 42860.14 42910.71 I WX E . R 42961.28 I WX E R i10 43011.84 . 43062.41 I WX E . R " . I WX E . JX u . I W CH E . TX 43214.12 . I WX E . R 0w 43264.68 . 43315.25 . WM/ 43365.82 . 43416.39 . 104 43466.96 . N043517.53 . 43568.09 . I WX E R 00 43618.66 6 , 43 . 43719.80 . 43770.37 . 43820.93 I WHC E R 04 43871.50 . 43922.07 . J"43972.64 . 1 WX E . R iO44023.21 I XC E . TX 44073.77 • 44124.34 . I XHE . TX 44174.91 . tom 44225.48 . 00 44276.05 . 44326.61 . I WC HE TX u w44377.18 . I X HE TX 44427.75 . IBBBX E BX 00 44478.32 . IBBBX E BX mm 44528.89 . I X E . R 44579.45 . IBBBXW E . BE 44630.02 . I X W E . JX 44680.59 . I X X TX "44731.16 . I XC E . R 44781.73 . "44832.29 . 4044882.86 I XC E . R 44933.43 . 0044984.00 . 45034.57 . O 0 45085.13 . 00 45135.70 OM jr 45186.27 . I X E R 45236.84 . oft 45287.41 . I XC E . R 45337.97 . mil 45388.54 . 45439.11 . oft 45489.68 . 4 45540.25 . 45590.81 o " 45641.38 . ea 45691.95 45742.52 . an 45793.09 . A 45843.65 . I XC E . JX 45894.22 I WHC E . R rtw 45944.79 . I WHC E . R 45995.36 . I W X E R x`46045.93 . I WX E . TX 46096.49 . a" 46147.06 . i 46197.63 . I XC E R 46248.20 . ®.. 46298.77 . 46349.34 . irr 46399.90 . 46450.47 46501.04 . tor 46551.61 . 46602.18 I WHC E R wA 46652.74 . II 46703.31 46753.88 . sw. 46804.45 46855.02 . I XC E . R al 46905.58 . 46956.15 . I X C E R I " 47006.72 . Irr 47057.29 . I XC E R 47107.86 I HWC E R 47158.42 . I XC E . JX 47208.99 . I XC E R X 47259.56 . I XC E R 47310.13 . I XC E TX 47360.70 . lot 47411.26 47461.83 ow 47512.40 kW 47562.97 . I X E R 47613.54 . 47664.10 . I X E R 47714.67 . 47765.24 . 47815.81 . ow 47866.38 . ip 47916.94 . 47967.51 . x0 48018.08 . 48068.65 . r"r 48119.22 . 00 48169.78 • oo APNII tie 48220.35 . 48270.92 . fra 48321.49 . 48372.06 . 48422.62 . 48473.19 . I XHE JX 48523.76 . I CXE R 48574.33 . I CXE R 48624.90 . I CXE R '. 48675.46 . I CXE • R 48726.03 . I WCH E ▪ R 48776.60 . I WCH E . TX ani 48827.17 . I WX E R 48877.74 . Ilia 48928.30 . 48978.87 . aar 49029.44 . Mr 49080.01 . 49130.58 . ""49181.15 . Imo 49231.71 . 1 WHC E R 49282.28 . ow 49332.85 . 49383.42 . Si 49433.99 . 49484.55 . w 49535.12 . • 49585.69 . 49636.26 . am 49686.83 . 49737.39 . 49787.96 . I WX E R ON 49838.53 . I XC E JX 49889.10 . I WHC E R 01 49939.67 . 49990.23 . " 50040.80 . t 50091.37 . 50141.94 . I WX E . TX ift 50192.51 . 50243.07 . X1 50293.64 . 50344.21 . aw 50394.78 . 1a 50445.35 . I XC E . TX 50495.91 . ww 50546.48 . X11 50597.05 . I XHE R 50647.62 . I XE . R PI 50698.19 . 1 XE R 50748.75 . I XE R •50799.32 . 50849.89 . ▪ 50900.46 W 50951.03 . 51001.59 . I XX . R 0051052.16 . 51102.73 . 111 51153.30 . SOM 51203.87 . I CXE . R 4110 51254.43 . I CXE JX 51305.00 . I CXE R w 51355.57 . I CXE R 51406.14 . 51456.71 . I XE R w 51507.27 . 51557.84 . I XX R 51608.41 . 51658.98 . I CX R all 51709.55 . o p 51760.11 . 51810.68 . I CX R me 51861.25 . I CX R 51911.82 MS 51962.39 . 52012.96 . I CXE R 11w 52063.52 . I XE . R illl 52114.09 . 52164.66 . 4 " 52215.23 . IMO 52265.80 . 52316.36 . w• 52366.93 . I XX R 52417.50 . 6. "52468.07 . 52518.64 . A► 52569.20 . le 52619.77 . 52670.34 . I CXE JX om 52720.91 . I CXE . TX kW 52771.48 . I XE R 52822.04 . I XE R ro 52872.61 . I XX R 52923.18 . 6111 52973.75 . I XX R 53024.32 . I XX R "53074.88 . I XX R 53125.45 . I XX R 53176.02 . I XHE . R m „ 53226.59 . I XHE R 53277.16 . I XHE R "53327.72 . I XHE R 53378.29 . IWCHE R 53428.86 . IWCH E R be 53479.43 . IWCH E R 53530.00 . IWCH E TX or 53580.56 . I XC E R 53631.13 01 53681.70 . 53732.27 . 53782.84 . I X E . R .MI 53833.40 . 53883.97 . "53934.54 . I WX E R m53985.11 . I X E . JX 54035.68 . I WX E . TX mm 54086.24 . I XC E R 54136.81 . 54187.38 . rw 54237.95 . ire egg 54288.52 . 54339.08 . pm 54389.65 . 54440.22 . 54490.79 . I XC E . R 54541.36 . 54591.92 . - 54642.49 . 54693.06 . 41 54743.63 . um 54794.20 . 54844.77 . ow 54895.33 . I XC E R 54945.90 . MS 54996.47 . I XC E . R 55047.04 . we 55097.61 . I WX E . R bl 55148.17 . I XCE . R 55198.74 . I XCE . R 6 *"" 55249.31 . I XC E . R 55299.88 . I X E . R 55350.45 . I X E R on 55401.01 . I X E . JX 55451.58 . I CH X . R 1 55502.15 . I CH X R 55552.72 . I X X . TX 55603.29 . IBBCBXE . BX lM 55653.85 . I CXE . R 55704.42 . IBBCHWE . BE on 55754.99 . I CHWE . TX WO 55805.56 . I CWX . R 55856.13 . I CWX . R 55906.69 . I XX . R 55957.26 . I XX . R be 56007.83 . I WCX . R 56058.40 . I WCEH . R " 56108.97 . I X X . TX 56159.53 . I WXE . R 56210.10 . .11/' 56260.67 . 56311.24 . r 56361.81 . 56412.37 . 56462.94 . I XHE . R • 56513.51 . 56564.08 . ow 56614.65 . 56665.21 . am 56715.78 . I XHE . R 56766.35 . 56816.92 . I WXE . TX W56867.49 . 56918.05 . I XX . JX ' 56968.62 . I C X R i 57019.19 . I CX . R 57069.76 . I CX R rrr 57120.33 . I CXH R 57170.89 . I CXH . R 1rr 57221.46 . I CWX . R ow. 57272.03 . I CWX . R 1rr ans .y 57322.60 I CWX R 57373.17 . I CWX . R - 57423.73 . I CWX . R 57474.30 I XX . R 57524.87 . 57575.44 . 57626.01 . I XEH . R .1i 57676.58 . 57727.14 . - 57777.71 . 0 57828.28 . 57878.85 . w 57929.42 . 57979.98 . • 58030.55 . 58081.12 . 58131.69 . � + 58182.26 . 1 XEH . R 58232.82 . I XEH . JX "58283.39 . I CWX TX 1 . 58384.53 . ",,,,, 58435.10 . 58485.66 . 58536.23 . 58586.80 . 58637.37 . 0. 58687.94 . 58738.50 . I CX R .m58789.07 . I CX R 101 58839.64 . 58890.21 I CX . R 58940.78 . 58991.34 I CX . R M . I CXH R 59092.48 . "59143.05 . I CXH R 59193.62 . atm 59244.18 . 0„59294.75 I CXH . R 59345.32 I XX . R 4./59395.89 I WCX R 59446.46 . I WCX R '1°159497.02 I WCX R M159547.59 I WCX . R 59598.16 . I WCX R A1* 59648.73 I WCX R ,59699.30 I WCX R 59749.86 IWCX . R 01 59800.43 . I XEH . R 59851.00 . I X X . R X59901.57 I WCX . R 59952.14 I WCX . R " 60002.70 . I WCX R 0060053.27 . I XX R 60103.84 I XX JX ow 60154.41 IC X . R 60204.98 . IC X R 60255.54 . IC XH R Olom 60306.11 . IC XH . R irr • 60356.68 . I CXH . R 60407.25 . I CXH . R o ft 60457.82 . I CXH . R WO 60508.39 I CXH . R 60558.95 . I CXH . R 60609.52 . I CXH . R 60660.09 . I CXH . R 10°60710.66 . I CXH . R 60761.23 . ICXH . R ' 60811.79 . IXEH . R imi 60862.36 . IWCEH . TX 60912.93 . IWCX . R 0. 60963.50 . IWCX . R 61014.07 . IWCX . R 4' 610 64 .63 . IXX . R oft 61115.20 . IXX . R 61165.77 . IWCX . R 11M 61216.34 . I XX . R 61266.91 . I XX . R "61317.47 . IXX . R 0 61368.04 . IXX . R 61418.61 . IXX . R . 61469.18 . IXX R 61519.75 . IXX . R 4101 61570.31 . IXX . R 61620.88 . IXX . R 4114 61671.45 . I XH . R WO 994.21 1005.96 1017.71 1029.46 1041.21 1052.96 1064.71 1076.46 1088.21 1099.96 1111.71 WO N TES ' GLOSSARY WOI = INVERT ELEVATION C = CRITICAL DEPTH " = WATER SURFACE ELEVATION H = HEIGHT OF CHANNEL E = ENERGY GRADE LINE r ..X = CURVES CROSSING OVER B = BRIDGE ENTRANCE OR EXIT Imm = WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY WO e.� I�rl moo - 11r 1Mw Wow ASL Consulting Engineers SHEET NO NO OF ENGINEER DATE • OUR JOB gr SUBJECT SC6NARZO EL OV62 TOPPIAI6' ReAcHas CHECKED BY OFFICE ':.EPHONE RBAC k ZeotiarH STA. TO STA. Csr) -~- 4570. 72 UK7( , -• sfl-N G/0 • 2?, c 1. � 2 g2/;/ . f r' � �% ' ` t 15.0 " G9 (: -7; 9 - OF C3^Cr ± r.� i . TO 6SE•zz ‘/ 7 78, 70 - `/ 7 i3 , "2 / ' 72 00wN sTc0c- .`, c� < ti.,= OA, lc_ yg(/70 - yE5 2, I/ 9, y 3 .07f 3 12, 5 , L , (77 - 06. q 2. ' ASV, 5O U es762c - A, /v1 G -G41 5 up -ftn^, F 4=1:9 Gf4 r< C /53". 6"/ - :� 3g . 7o 23S DOu�>v « -, ,e%v l Of- -T-,-r2 052 - 2 Z: �6 UPSTOPIM Or jv R ‘07g?. yq - 6//0749 3/ 0 ' ()PCP - 26 r pow to we Nil 100 YEAR AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # 11 FILENAME: SCEN2.XLS w. REVISED WATERSHEDS WITH STREET CAPACITY LIMITS SI STATION LENGTH STREET FREEBOARD* CALTRANS*' SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT ow 48470.42 HEMLOCK OT 1.6 6.0 X 20.0 X 1.5 - 20 se 48490.42 OT 1.6 6.0 X 20.0 X 1.5 - w 29.43 48519.85 0.0 1.6 5.8 X 20.0 X 1.5 1.6 rr 230.57 48750.42 0.4 1.0 4.5 X 20.0 X 1.5 0.6 OWN 436.04 Jr 49186.46 0.4 1.0 4.5 X 20.0 X 1.5 0.6 r.. 563.96 49750.42 0.4 1.0 4.5 X 20.0 X 1.5 0.6 er 25 49775.42 0.4 1.0 4.5 X 20.0 X 1.5 0.6 OM 20 lot 49795.42 BEECH 1.2 1.7 4.5 X 20.0 X 1.5 0.5 297.74 "" 50093.16 1.1 0.8 4.5 X 20.0 X 1.5 - y 347.26 50440.42 0.1 1.0 4.0 X 20.0 X 1.5 0.9 AIM 150 ea 50590.42 0.8 0.9 3.8 X 50.0 X 1.5 0. 23.55 ma 50613.97 0.6 0.9 3.8 X 50.0 X 1.5 0.3 8.38 Wm 50622.35 0.2 1.3 3.8 X 50.0 X 1.5 1.1 wr 121.51 50743.86 0.5 0.9 3.8 X 50.0 X 1.5 0.4 tee 247.13 „ 50990.99 0.5 0.9 3.8 X 50.0 X 1.5 0.4 202.04 law 51193.03 0.1 1.3 3.8 X 50.0 X 1.5 1.2 Mr 42.39 51235.42 0.5 0.9 3.8 X 50.0 X 1.5 0.4 are 20 PM 51255.42 ELM OT 1.1 3.8 X 50.0 X 1.5 - 50.76 MI 51306.18 OT 0.9 3.8 X 50.0 X 1.5 - 100.74 se 51406.92 0.0 0.9 3.8 X 50.0 X 1.5 0.9 se 9.94 51416.86 0.0 0.9 3.8 X 50.0 X 1.5 0.9 mg 113.16 inr 51530.02 0.2 0.9 3.8 X 50.0 X 1.5 0.7 119.74 ea err o "' * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). eke ** FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 1 of 7 •rr so 100 YEAR AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # 11 FILENAME: SCEN2.XLS WM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS et STATION LENGTH STREET FREEBOARD* CALTRANS** SECTION FREEBOARD FREEBOARD HGTx BASE xZ ENCROACHMENT so 51649.76 0.3 0.9 3.8X50.0X1.5 0.6 135.99 et 51785.75 0.5 0.8 3.8 X 50.0 X 1.5 0.3 o. 0.36 51786.11 0.4 1.0 3.8 X 50.0 X 1.5 0.6 183.95 ..n 51970.06 0.5 1.0 3.8 X 50.0 X 1.5 0.5 55.37 or 52025.43 0.2 1.2 3.8 X 50.0 X 1.5 1.0 s.. 294.54 52319.97 0.3 1.2 3.8 X 50.0 X 1.5 0.9 or 315.45 w. 52635.42 0.7 0.8 3.8 X 50.0 X 1.5 0.1 20 OW 52655.42 POPLAR OT 0.9 3.8 X 50.0 X 1.5 - 0.33 52655.75 0.0 0.9 3.8 X 40.0 X 1.5 0.9 kw 44.67 52700.42 0.4 0.9 3.8 X 40.0 X 1.5 0.5 'PM 27.1 or 52727.52 0.4 0.9 3.8 X 40.0 X 1.5 0.5 70.73 ma 52798.25 0.5 0.9 3.8 X 40.0 X 1.5 0.4 ar 136.89 52935.14 0.5 0.9 3.8 X 40.0 X 1.5 0.4 **e 0 52935.14 1.2 0.7 3.8X40.0X1.5 - 26.4 Oft 52961.54 1.1 0.7 3.8 X 40.0 X 1.5 - um 29.4 52990.94 1.3 0.6 3.8 X 40.0 X 1.5 - ,- 30.02 53020.96 1.4 0.6 3.8 X 40.0 X 1.5 - r 30 OM 53050.96 1.5 0.6 3.8 X 40.0 X 1.5 - 29.56 at 53080.52 1.6 0.6 3.8 X 40.0 X 1.5 - OW 28.87 53109.39 1.7 0.5 3.8 X 40.0 X 1.5 - #1. 28.02 we 53137.41 1.8 0.5 3.8 X 40.0 X 1.5 - 27.04 4 53164.45 1.9 0.5 3.8 X 40.0 X 1.5 - 26.02 ow iii/ ..r * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). imps ** FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 2 of 7 it Now r 100 YEAR AMC 111 HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # 11 FILENAME: SCEN2.XLS M. REVISED WATERSHEDS WITH STREET CAPACITY LIMITS t STATION LENGTH STREET FREEBOARD* CALTRANS** SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT ono 53190.47 2.0 0.4 3.8 X 40.0 X 1.5 - 24.95 MI 53215.42 2.1 0.4 3.8 X 40.0 X 1.5 - NM 175 53390.42 0.5 1.1 5.0 X 12.0 X 1.5 0.6 VW 343.06 53733.48 0.4 1.1 5.0 X 12.0 X 1.5 0.7 so 151.72 hi 53885.20 0.3 1.2 5.0 X 12.0 X 1.5 0.9 70.22 WI 53955.42 0.1 1.2 5.0 X 12.0 X 1.5 1.1 tiv1 20 53975.42 CATAWBA 1.6 0.9 5.0 X 12.0 X 1.5 - w 15 110 53990.42 0.8 0.9 4.5 X 12.0 X 1.5 0.1 450.84 *a 54441.26 0.8 0.9 4.5 X 12.0 X 1.5 0.1 Am 410.35 54851.61 0.7 1.0 4.5X12.0 X1.5 0.3 um 137.59 My 54989.20 0.5 1.0 4.5 X 12.0 X 1.5 0.5 74.84 +orn 55064.04 0.4 1.0 4.5 X 12.0 X 1.5 0.6 46.69 Or 55110.73 0.2 1.1 4.5X12.0 X1.5 0.9 .r 30.52 55141.25 0.1 1.1 4.5 X 12.0 X 1.5 1.0 tow 12.29 ,, 55153.54 0.0 1.1 4.5X12.0X1.5 1.1 7.61 um 55161.15 OT 1.1 4.5X12.0 X1.5 - ..� 12.3 55173.45 OT 1.2 4.5 X 12.0 X 1.5 - ow 6.55 es 55180.00 OT 1.2 4.5 X 12.0 X 1.5 - 1.96 rrr 55181.96 OT 1.4 4.5 X 12.O X 1.5 - OA 20 55201.96 CITRUS OT 1.5 4.5 X 12.0 X 1.5 - 1r1 24.44 55226.40 OT 1.4 4.5 X 12.0 X 1.5 - OS 15.56 ve 55241.96 OT 1.4 4.5 X 12.0 X 1.5 - 20 P MO .. * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). too ** FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 3 of 7 gm taw so ism 100 YEAR AMC 111 HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # II FILENAME: SCEN2.XLS NM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS II STATION LENGTH STREET FREEBOARD* CALTRANS** SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT m „ 55261.96 OT - 5.0 X 17.0 RCB - 114 fa 55375.96 OT - 5.0 X 17.O RCB - IMP 25.17 55401.13 1.0 1.4 6.O X 12.0 X 1.5 0.4 NO 23.42 w. 55424.55 1.1 1.4 6.0 X 12.0 X 1.5 0.3 4.49 bat 55429.04 1.2 1.4 6.0 X 12.0 X 1.5 0.2 pm 0 55429.04 2.0 1.5 6.0 X 12.0 X 1.5 - tiv 126.64 55555.68 2.0 1.5 6.0 X 12.0 X 1.5 - .M 105.02 ta# 55660.70 2.6 0.9 6.0 X 12.0 X 1.5 - 80.43 O 55741.13 1.1 0.9 4.5 X 12.0 X 1.5 - OS 700.35 56441.48 1.1 0.9 4.5 X 12.0 X 1.5 - OM 263.88 o 56705.36 1.0 0.9 4.5 X 12.0 X 1.5 - 100.77 ,m 56806.13 0.9 0.9 4.5 X 12.0 X 1.5 - ow 70 56876.13 1.5 1.1 5.5 X 12.0 X 1.5 - me 20 56896.13 OLEANDER 0.2 1.1 5.5 X 12.0 X 1.5 0.9 36.35 Po 56932.48 0.3 1.1 5.5 X 12.0 X 1.5 0.8 34.7 No 56967.18 0.5 1.1 5.5 X 12.0 X 1.5 0.6 33 um 57000.18 0.7 1.1 5.5 X 12.0 X 1.5 0.4 tar 31.25 57031.43 0.8 1.0 5.5 X 12.0 X 1.5 0.2 PPM 29.41 NO 57060.84 1.0 1.0 5.5 X 12.0 X 1.5 - 27.44 iso 57088.28 1.2 1.0 5.5 X 12.0 X 1.5 - Ile 25.33 57113.61 1.3 1.0 5.5X12.0 X1.5 - UM 22.99 IN 57136.60 1.5 1.0 5.5 X 12.0 X 1.5 - 19.53 w. INO "M * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). it ** FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 4 of 7 OM We ww so 100 YEAR AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # II FILENAME: SCEN2.XLS w REVISED WATERSHEDS WITH STREET CAPACITY LIMITS CALTRANS** SECTION FREEBOARD Wll STATION LENGTH STREET FREEBOARD* FREEBOARD HGT x BASE x Z ENCROACHMENT w 57156.13 1.6 1.0 5.5X12.0 X1.5 - 179.96 ma 57336.09 1.7 1.0 5.5 X 12.0 X 1.5 - -- MO 274.11 57610.20 1.8 1.0 5.5 X 12.0 X 1.5 -- law 555.93 ww 58166.13 1.8 1.0 5.5 X 12.0 X 1.5 - 25 Nat 58191.13 1.8 1.0 5.5X12.0 X1.5 - 20 pm 58211.13 CYPRESS 0.7 1.0 5.5 X 12.0 X 1.5 0.3 'W 495 58706.13 0.5 4.4 4.5 X 12.0 X 1.5 3.9 .w 81.12 11111 58787.25 0.7 0.9 4.5 X 12.0 X 1.5 0.2 81.93 `"e1 58869.18 0.8 0.8 4.5 X 12.0 X 1.5 - We 84.08 58953.26 0.9 0.8 4.5 X 12.0 X 1.5 - pm 88.57 kir 59041.83 1.1 0.8 4.5 X 12.0 X 1.5 - 97.9 +w 59139.73 1.2 0.8 4.5X12.0 X1.5 - in 120.53 59260.26 1.3 0.8 4.5 X 12.0 X 1.5 - w. 80.14 59340.40 1.4 0.8 4.5 X 12.0 X 1.5 - ir 0 O 59340.40 2.1 0.6 4.5 X 12.0 X 1.5 - 15.73 or 59356.13 2.1 0.6 4.5 X 12.0 X 1.5 - NM 50 59406.13 2.2 0.5 4.3 X 12.0 X 1.5 - 'W 100 59506.13 1.1 0.8 3.9 X 12.0 X 1.5 - NM 20 11ir 59526.13 JUNIPER OT 0.8 3.8 X 12.0 X 1.5 - 25.96 ow 59552.09 0.0 0.8 3.7 X 12.0 X 1.5 0.8 i11 154.04 59706.13 1.7 0.3 3.0 X 12.0 X 1.5 - """ 172.57 tie 59878.70 1.5 0.3 3.0 X 12.0 X 1.5 - 8.21 OS ire '� * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). Ire ** FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 5 of 7 am w. IN 100 YEAR AMC 111 HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # II FILENAME: SCEN2.XLS ® REVISED WATERSHEDS WITH STREET CAPACITY LIMITS MN STATION LENGTH STREET FREEBOARD* CALTRANS" SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT OM 59886.91 1.5 0.3 3.O X 12.0 X 1.5 - 155.2 IN 60042.11 1.7 0.3 3.0 X 12.0 X 1.5 -- 23.91 um 60066.02 1.7 0.3 3.0 X 12.0 X 1.5 - NI 35.35 se 60101.37 1.6 0.4 3.O X 12.0 X 1.5 -- 20.53 IN 60121.90 1.5 0.4 3.O X 12.0 X 1.5 - we 13.25 60135.15 1.5 0.4 3.O X 12.0 X 1.5 - ei+ 8.85 60144.00 1.4 0.4 3.0 X12.0 X1.5 - 5.87 dull 60149.87 1.3 0.4 3.0 X 12.0 X 1.5 - 3.68 P ""' 60153.55 1.3 0.4 3.OX12.OX1.5 - a r 1.98 60155.53 1.2 0.4 3.O X 12.0 X 1.5 - "' 0.6 sr 60156.13 1.1 0.5 3.0 X12.0 X1.5 - 5.64 an 60161.77 1.1 0.5 3.OX12.OX1.5 - 28.43 aim 60190.20 1.0 0.5 3.OX12.OX1.5 - ... 132.09 60322.29 0.9 0.5 3.0 X 12.0 X 1.5 - rr 229.99 u ., 60552.28 0.9 0.5 3.0 X 12.0 X 1.5 - 95.17 w 60647.45 0.9 0.5 3.0 X 12.0 X 1.5 - IN 22.6 60670.05 0.9 0.5 3.0 X 12.0 X 1.5 - rr 0 60670.05 1.4 0.4 3.0 X 12.0 X 1.5 - 9.32 ar• 60679.37 1.4 0.4 3.0 X 12.0 X 1.5 - 13.6 ■a 60692.97 1.4 0.4 3.0 X 12.0 X 1.5 - I 14.01 60706.98 1.4 0.4 3.0 X 12.0 X 1.5 - w 14.15 tie 60721.13 1.5 0.5 3.0 X 12.0 X 1.5 - 10.88 OR . aw .w FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). ea " FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 6 of 7 Ile. trrr 100 YEAR AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # II FILENAME: SCEN2.XLS REVISED WATERSHEDS WITH STREET CAPACITY LIMITS rwt STATION LENGTH STREET FREEBOARD' CALTRANS" SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT peel 60732.01 1.4 0.5 3.O X 12.0 X 1.5 - 8.87 60740.88 1.4 0.5 3.0 X 12.0 X 1.5 ewe 6.24 60747.12 1.3 0.4 3.0 X 12.0 X 1.5 - ON 4.28 60751.40 1.2 0.5 3.O X 12.0 X 1.5 2.75 60754.15 1.2 0.5 3.OX 12.0X 1.5 - 1.51 gme 60755.66 1.1 0.5 3.O X 12.0 X 1.5 - 0.47 60756.13 1.1 0.5 3.O X 12.0 X 1.5 - OR 33.36 60789.49 SIERRA OT - 2.0 X 11.0 RCB - 176.8 "ue 60966.29 OT - 2.0 X 11.0 RCB 705.16 61671.45 0.8 0:5 3.0 X12.0 X1.5 - omm imi il�ll qq eee ,III Yee II• NMI r�r ww IIA .III iir * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). Woo " FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 7 of 7 Pon IMO I - 10 CHANNEL SAN SEVAINE CHANNEL TO 795 FEET EAST OF SIERRA AVENUE FM Vii STA to STA D b STA to STA D b "" 364 +38.00 365 +48.94 Outlet Structure 487 +50.42 497 +50.42 4.5' 20.0' ill 365 +48.94 365 +75.94 T T 497 +50.42 498 +43.42 T 20.0' .m 365 +75.94 367 +88.00 7.5' 30.0' 498 +43.42 504 +40.42 4.0' 20.0' to 367 +88.00 368 +18.00 7.5' T 504 +40.42 505 +90.42 T T gm 368 +18.00 368 +54.00 3(12'x7) RCB 505 +90.42 526 +55.42 3.8' 50.0' lir 368 +54.00 368 +84.00 9.0' T 526 +55.42 527 +00.42 3.8' T Pm 368 +84.00 382 +00.00 9.0' -7.5' 30.0' 527 +00.42 532 +15.42 3.8' 40.0' it 382 +00.00 387 +50.00 7.5' 30.0' 532 +15.42 533 +90.42 T T ips 387 +50.00 389 +00.00 T 30.0' 533 +90.42 539 +75.42 5.0' 12.0' wr 389 +00.00 404 +60.00 8.5' -6.0' 30.0' 539 +75.42 539 +90.42 5.0' -4.5' 12.0' pm ati 404 +60.00 431+00.00 6.0' 30.0' 539 +90.42 552 +41.96 4.5' 12.0' 431 +00.00 431 +60.00 6.0' T 552 +41.96 552 +61.96 4.5' -5.0' T oft iii 431 +60.00 440 +00.00 6.0' 20.0' 552 +61.96 553 +75.96 Existing Culvert 440 +00.00 441 +19.59 6.0' -7.0' 20.0' 553 +75.96 554 +01.13 6.0' T ON el 441 +19.59 443 +07.00 7.0' 20.0' -28.0' 554 +01.13 557 +41.13 T 12.0' so 443 +07.00 443 +27.68 7.0' T 557 +41.13 568 +06.13 4.5' 12.0' • 443 +27.68 445 +31.48 Existing Culvert 568 +06.13 568 +76.13 4.5' -5.5' 12.0' 445 +31.48 445 +55.42 6.2' -5.3' T 568 +76.13 581+66.13 5.5' 12.0' To 445 +55.42 446 +50.82 5.3' 29.0' -20.0' 581+66.13 587 +06.13 5.5' -4.5' 12.0' PM 446 +50.82 460 +40.42 5.3' 20.0' 587 +06.13 593 +56.13 4.5' 12.0' IN 460 +40.42 461+96.42 T 20.0' 593 +56.13 597 +06.13 T 12.0' OM 461 +96.42 472 +90.42 4.3' 20.0' 597 +06.13 607 +76.74 3.0' 12.0' • 472 +90.42 475 +40.42 T 20.0' 607 +76.74 607 +89.49 3.0' T ni 475 +40.42 484 +90.42 6.0' 20.0' 607 +89.49 609 +66.29 Existing Culvert W 484 +90.42 487 +50.42 T 20.0' 609 +66.29 616 +81.94 Varies 12.0' 1"` Channel Dimensions: T = Transition b = Bottom Width D = Depth of Channel rr NMI w ow iii .. 20501006\Misc10.RS tr. PM trw F 0 5 1 5 P PAGE NO 3 w* WATER. SURFACE PROFILE - TITLE CARD LISTING awl HEADING LINE NO 1 IS - ww 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA Mg HEADING LINE NO 2 IS - w kW SCENARIO IV FILE: I1OCHL11.ELM WADING LINE NO 3 IS - • OM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS o n MMO' w oe sill w ON M MN Mr foe w ter 110 um rrtr um U M No ..1 i 10/15/1995 TIME: 18:55 "" F0515P IMO SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) :ODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP ft CD 1 1 0 0.00 9.00 36.00 0.00 0.00 0.00 114 ;D 2 1 0 0.00 7.50 30.00 1.50 1.50 0.00 ,D 3 3 2 1.00 7.00 38.00 0.00 0.00 0.00 CD 4 1 0 0.00 9.00 30.00 1.50 1.50 0.00 ▪ D 5 1 0 0.00 8.50 30.00 1.50 1.50 0.00 � f D 6 1 0 0.00 4.50 10.00 1.50 1.50 0.00 - CD 7 1 0 0.00 6.00 30.00 1.50 1.50 0.00 CD 8 1 0 0.00 6.00 20.00 1.50 1.50 0.00 :0 9 1 0 0.00 7.00 20.00 1.50 1.50 0.00 WILD 10 1 0 0.00 7.00 28.00 1.50 1.50 0.00 CD 11 3 2 1.00 5.25 34.00 0.00 0.00 0.00 "'o!D 12 1 0 0.00 5.30 29.00 1.50 1.50 0.00 1) 13 1 0 0.00 5.30 20.00 1.50 1.50 0.00 CD 14 1 0 0.00 4.30 20.00 1.50 1.50 01 4p 15 1 0 0.00 6.00 20.00 1.50 1.50 0.00 D 16 1 0 0.00 4.50 20.00 1.50 1.50 0.00 4 6 17 1 0 0.00 4.00 20.00 1.50 1.50 0.00 CD 18 1 0 0.00 3.80 50.00 1.50 1.50 0.00 oo D 19 1 0 0.00 3.80 40.00 1.50 1.50 0.00 gD 20 1 0 0.00 5.00 12.00 1.50 1.50 0.00 CD 21 1 0 0.00 4.50 12.00 1.50 1.50 0.00 mOD 22 3 1 1.00 5.00 17.00 0.00 0.00 0.00 • D 23 1 0 0.00 6.00 12.00 1.50 1.50 0.00 70 24 1 0 0.00 5.50 12.00 1.50 1.50 0.00 CD 25 1 0 0.00 3.00 12.00 1.50 1.50 0.00 am D 26 1 0 0.00 3.50 2.00 1.50 1.50 0.00 MOD 27 3 1 1.00 2.00 11.00 0.00 0.00 0.00 CD 28 1 0 0.00 7.50 38.00 0.00 0.00 0.00 401 29 1 0 0.00 9.00 38.00 0.00 0.00 0.00 OW D 30 1 0 0.00 7.00 34.00 0.00 0.00 0.00 CD 31 1 0 0.00 6.20 34.00 0.00 0.00 0.00 0 40 32 1 0 0.00 0.50 20.00 1.50 1.50 0.00 D 33 3 0 0.00 3.50 6.00 0.00 0.00 0.00 aft 34 1 0 0.00 6.00 17.00 0.00 0.00 0.00 CD 35 1 0 0.00 4.29 12.00 1.50 1.50 0.00 IIIPA 36 1 0 0.00 3.86 12.00 1.50 1.50 0.00 We 37 1 0 0.00 3.77 12.00 1.50 1.50 0.00 CD 38 1 0 0.00 3.00 11.00 0.00 0.00 0.00 NOD 39 3 2 1.00 9.00 38.00 0.00 0.00 0.00 el D 40 1 0 0.00 7.00 34.00 0.00 0.00 0.00 CD 41 1 0 0.00 1.00 0.08 2.00 4.00 0.00 ,gD 42 3 0 0.00 7.00 38.00 0.00 0.00 0.00 D 43 3 0 0.00 5.25 34.00 0.00 0.00 0.00 44 3 0 0.00 5.00 17.00 0.00 0.00 0.00 CD 45 3 0 0.00 2.00 11.00 0.00 0.00 0.00 en Oa MO rrr w.. 111111111 Ur F 0 5 1 5 P PAGE NO 2 pp WATER. SURFACE PROFILE - ELEMENT CARD LISTING OM ELEMENT NO 1 IS A SYSTEM OUTLET * * * pou U/S DATA STATION INVERT SECT W S ELEV 36438.00 994.21 1 1002.21 NM ELEMENT NO 2 IS A REACH * * * pp U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H - 36548.94 994.65 1 0.015 100.00 0.00 0.00 0 w LEMENT NO 3 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N di 36575.94 995.15 2 0.015 mm ELEMENT NO 4 IS A JUNCTION * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 36595.94 995.19 2 32 0 0.015 227.0 0.0 1002.17 0.00 90.00 0.00 E LEMENT NO 5 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 36788.00 995.57 2 0.015 0.00 0.00 0.00 0 II LLEMENT NO 6 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N pp 36818.00 995.64 42 0.015 mom ELEMENT NO 7 IS A BRIDGE EXIT ""' U/S DATA STATION INVERT SECT 36818.00 995.64 3 ow ELEMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 36854.00 995.71 3 0.014 0.00 0.00 0.00 0 "'ELEMENT NO 9 IS A BRIDGE ENTRANCE U/S DATA STATION INVERT SECT FP 36854.00 995.71 3 1.000 pp ELEMENT NO 10 IS A TRANSITION * * * it U/S DATA STATION INVERT SECT N ww 36884.00 995.77 4 0.015 i11ELEMENT NO 11 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N W " 38200.00 998.40 2 0.015 MI ELEMENT NO 12 IS A REACH * * * mm U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 38635.00 999.27 2 0.015 0.00 0.00 0.00 0 MM ELEMENT NO 13 IS A JUNCTION * * * * * * * sup U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT -3 INVERT-4 PHI 3 PHI 4 mm 38822.00 999.64 5 6 0 0.015 227.0 0.0 1000.96 0.00 8.50 0.00 pp pp top mm M F 0 5 1 5 P PAGE NO 3 al[ WATER.SURFACE PROFILE - ELEMENT CARD LISTING g g ELEMENT NO 14 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 40450.00 1002.90 7 0.015 ill ELEMENT NO 15 IS A JUNCTION * * * * * * * PM U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 • 40470.00 1002.94 7 32 0 0.015 170.0 0.0 1008.42 0.00 90.00 0.00 CLEMENT NO 16 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ill 41765.00 1005.53 7 0.015 0.00 0.00 0.00 0 P * LEMENT NO 17 IS A JUNCTION * * * * * * * Pig U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 41785.00 1005.57 7 32 0 0.015 171.0 0.0 1011.09 0.00 90.00 0.00 w LEMENT NO 18 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Por 43080.00 1008.16 7 0.015 0.00 0.00 0.00 0 1 0LEMENT NO 19 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 Pm 43100.00 1008.20 7 32 0 0.015 238.0 0.0 1013.70 0.00 90.00 0.00 MM ELEMENT NO 20 IS A TRANSITION * * * Pm U/S DATA STATION INVERT SECT N 43160.00 1009.51 8 0.015 ill ELEMENT NO 21 IS A REACH * * * PP U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H il•il 44000.00 1014.80 8 0.015 0.00 0.00 0.00 II;LEMENT NO 22 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N IIII 44119.59 1015.55 9 0.015 P M LEMENT NO 23 IS A TRANSITION * * * gg U/S DATA STATION INVERT SECT N 44307.00 1016.73 10 0.015 LEMENT NO 24 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N um 44326.68 1016.86 40 0.015 ■WI RR Mil ill Imo Ml tom mom w. am F051 5P PAGE NO 4 mm WATER.SURFACE PROFILE - ELEMENT CARD LISTING MN ELEMENT NO 25 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 44327.68 1016.87 43 0.015 PM ELEMENT NO 26 IS A BRIDGE EXIT * PP U/S DATA STATION INVERT SECT M1 44327.68 1016.87 11 gilLEMENT NO 27 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H MN 44531.48 1018.00 11 0.014 0.00 0.00 0.00 0 OM LEMENT NO 28 IS A BRIDGE ENTRANCE * MP U/S DATA STATION INVERT SECT FP 44531.48 1018.00 11 1.000 am Ag LEMENT NO 29 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT -2 N 03 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 PP 44555.42 1018.97 12 32 0 0.015 239.0 0.0 1023.74 0.00 90.00 0.00 L EMENT NO 30 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 44650.82 1019.46 13 0.015 MO ELEMENT NO 31 IS A REACH * * * MP U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Mil 45140.42 1021.95 13 0.015 0.00 0.00 0.00 0 ELEMENT NO 32 IS A REACH * * * PM U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 10 45805.42 1024.74 13 0.015 0.00 0.00 0.00 0 1111 LEMENT NO 33 IS A JUNCTION * * * * * * * PM U/S DATA STATION INVERT SECT LAT-1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 45825.42 1024.82 13 32 0 0.015 160.0 0.0 1029.58 0.00 90.00 0.00 um LEMENT NO 34 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 46040.42 1025.73 13 0.015 0.00 0.00 0.00 0 om ,CEMENT NO 35 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N spa 46196.42 1027.38 14 0.015 PM MI sd Id .re MN OPIN iii ow or F 0 5 1 5 P PAGE NO 5 PM WATER.SURFACE PROFILE - ELEMENT CARD LISTING 1111 ELEMENT NO 36 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H in 47135.42 1037.33 14 0.015 0.00 0.00 0.00 0 MO ELEMENT NO 37 IS A JUNCTION * * * * * * * OM U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 04 INVERT -3 INVERT -4 PHI 3 PHI 4 Mt 47155.42 1037.54 14 32 0 0.015 161.0 0.0 1041.24 0.00 90.00 0.00 1A#ILEMENT NO 38 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Mr 47290.42 1038.97 14 0.015 0.00 0.00 0.00 0 NM LEMENT NO 39 IS A TRANSITION * * * MO U/S DATA STATION INVERT SECT N 47540.42 1041.63 15 0.015 ew .EMENT NO 40 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H MO 48450.42 1043.45 15 0.015 0.00 0.00 0.00 0 EMENT NO 41 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT-3 INVERT -4 PHI 3 PHI 4 On 48470.42 1043.49 15 32 0 0.015 170.0 0.0 1048.95 0.00 90.00 0.00 le ELEMENT NO 42 IS A REACH * * * on U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 48490.42 1043.53 15 0.015 0.00 0.00 0.00 0 iin ..EMENT NO 43 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H a' 48750.42 1045.06 15 0.015 0.00 0.00 0.00 0 M""_EMENT NO 44 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N MM 48751.42 1045.07 16 0.015 on _EMENT NO 45 IS A REACH * * * Mt U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H �w I 49750.42 1050.96 16 0.015 0.00 0.00 0.00 0 .LEMENT NO 46 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H on 49775.42 1051.24 16 0.015 0.00 0.00 0.00 0 II ELEMENT NO 47 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT-2 N Q3 04 INVERT-3 INVERT-4 PHI 3 PHI 4 so 49795.42 1051.47 16 32 0 0.015 170.0 0.0 1055.36 0.00 90.00 0.00 MN ,- X11 06 rri am rr Pm to F 0 5 1 5 P PAGE NO 6 WM WATER.SURFACE PROFILE - ELEMENT CARD LISTING iu ELEMENT NO 48 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 50093.16 1054.83 16 0.015 500.00 0.00 0.00 0 Nit ELEMENT NO 49 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 1 50440.42 1058.76 17 0.015 'KLEMENT NO 50 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 50590.42 1062.86 18 0.015 P4 ELEMENT NO 51 IS A REACH * * * MO U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 50622.35 1062.92 18 0.015 0.00 0.00 0.00 0 MO I m iLEMENT NO 52 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Pm 50743.86 1063.14 18 0.015 200.00 0.00 0.00 0 LEMENT NO 53 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51193.03 1063.95 18 0.015 0.00 0.00 0.00 0 MO ELEMENT NO 54 IS A REACH * * * yew U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51235.42 1064.03 18 0.015 200.00 0.00 0.00 0 to LEMENT NO 55 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 Q4 INVERT -3 INVERT-4 PHI 3 PHI 4 00 51255.42 1064.06 18 32 0 0.015 167.0 0.0 1067.35 0.00 90.00 0.00 ""LEMENT NO 56 IS A REACH * * * MO U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51306.18 1064.15 18 0.015 200.00 0.00 0.00 0 00 LEMENT NO 57 IS A REACH * * * MO U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51786.11 1065.01 18 0.015 0.00 0.00 0.00 0 00 .ELEMENT NO 58 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H PO 52025.43 1065.44 18 0.015 500.00 0.00 0.00 0 IN ELEMENT NO 59 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 52635.42 1066.54 18 0.015 200.00 0.00 0.00 0 rrM ELEMENT NO 60 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 04 INVERT-3 INVERT-4 PHI 3 PHI 4 L 52655.42 1066.57 18 32 0 0.015 167.0 0.0 1069.85 0.00 90.00 0.00 Mo ow 00 Pm full F 0 5 1 5 P PAGE NO 7 AA WATER.SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 61 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N Amo 52700.42 1066.65 19 0.015 AM ELEMENT NO 62 IS A REACH * * * sMir U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H MO 52727.52 1066.70 19 0.015 0.00 0.00 0.00 0 CLEMENT NO 63 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 00 52798.25 1066.83 19 0.015 1000.00 0.00 0.00 0 LEMENT NO 64 IS A REACH * * * IS U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 53215.42 1067.58 19 0.015 0.00 0.00 0.00 0 Amt ,AOLEMENT NO 65 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N AA 53390.42 1067.90 20 0.015 4 4LEMENT NO 66 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 53733.48 1069.62 20 0.015 0.00 0.00 0.00 0 it ELEMENT NO 67 IS A REACH * * * ARi U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 53885.20 1070.38 20 0.015 0.00 0.00 0.00 0 LEMENT NO 68 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Ili 53955.42 1070.73 20 0.015 0.00 0.00 0.00 0 CLEMENT NO 69 IS A JUNCTION * * * * * * * 00 U/S DATA STATION INVERT SECT LAT -1 LAT-2 N 03 04 INVERT -3 INVERT-4 PHI 3 PHI 4 53975.42 1070.82 20 32 0 0.015 150.0 0.0 1075.32 0.00 90.00 0.00 .LEMENT NO 70 IS A TRANSITION * * * If U/S DATA STATION INVERT SECT N 53990.42 1071.67 21 0.015 ww LEMENT NO 71 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H OM 55181.96 1081.44 21 0.015 0.00 0.00 0.00 0 Ai ELEMENT NO 72 IS A REACH * * * AA U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 55235.96 1081.88 21 0.015 0.00 0.00 0.00 0 NI ELEMENT NO 73 IS A JUNCTION * * * * * * * VA U/S DATA STATION INVERT SECT LAT-1 LAT -2 N 03 04 INVERT-3 INVERT -4 PHI 3 PHI 4 NW 55241.96 1081.93 21 41 0 0.015 81.0 0.0 1082.43 0.00 90.00 0.00 AM UM AA AA .m 110 F 0 5 1 5 P PAGE NO 8 mem WATER.SURFACE PROFILE - ELEMENT CARD LISTING 01 ELEMENT NO 74 IS A TRANSITION * * * mn U/S DATA STATION INVERT SECT N 55261.96 1082.10 44 0.015 ELEMENT NO 75 IS A BRIDGE EXIT * U/S DATA STATION INVERT SECT OP 55261.96 1082.10 22 mELEMENT NO 76 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 55375.96 1082.68 22 0.014 0.00 0.00 0.00 0 !M" ELEMENT NO 77 IS A BRIDGE ENTRANCE * 110 U/S DATA STATION INVERT SECT FP 55375.96 1082.68 22 1.000 am ap iLEMENT NO 78 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N um 55401.13 1084.02 23 0.015 'ELEMENT NO 79 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 Ou 55407.13 1084.05 23 41 0 0.015 80.0 0.0 1089.05 0.00 90.00 0.00 PO ELEMENT NO 80 IS A REACH * * * PM U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 55555.68 1084.70 23 0.015 200.00 0.00 0.00 0 CLEMENT NO 81 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 00 55660.70 1085.16 23 0.015 200.00 0.00 0.00 0 " NO 82 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 55741.13 1085.51 21 0.015 04 :LEMENT NO 83 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 56806.13 1090.20 21 0.015 0.00 0.00 0.00 0 mm $ELEMENT NO 84 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N - 56876.13 1090.51 24 0.015 110 ELEMENT NO 85 IS A JUNCTION * * * * * * * mm U/S DATA STATION INVERT SECT LAT-1 LAT -2 N 03 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 56896.13 1090.60 24 32 0 0.015 159.0 0.0 1095.55 0.00 90.00 0.00 aw "w i/ woo ow mw illi • F 0 5 1 5 P PAGE NO 9 MO WATER.SURFACE PROFILE - ELEMENT CARD LISTING 1 4LEMENT NO 86 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 57156.13 1091.74 24 0.015 0.00 0.00 0.00 0 NO ELEMENT NO 87 IS A REACH * 04 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 40 58166.13 1093.76 24 0.015 0.00 0.00 0.00 0 Ad"LEMENT NO 88 IS A REACH * * * or U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 58191.13 1093.81 24 0.015 0.00 0.00 0.00 0 * LEMENT NO 89 IS A JUNCTION * * * * * * * NO U/S DATA STATION INVERT SECT LAT -1 LAT-2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 58211.13 1093.85 24 32 0 0.015 159.0 0.0 1098.83 0.00 90.00 0.00 NO C LEMENT NO 90 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N ow 58706.13 1094.84 21 0.015 4 1 1 LEMENT NO 91 IS A REACH * * * OR U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 59356.13 1096.14 21 0.015 0.00 0.00 0.00 0 id ELEMENT NO 92 IS A REACH * * * **" U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 59406.13 1096.24 21 0.015 0.00 0.00 0.00 0 FLEMENT NO 93 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ON 59506.13 1097.39 21 0.015 0.00 0.00 0.00 0 "LEMENT NO 94 IS A JUNCTION * * * * * * * 00 U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT-4 PHI 3 PHI 4 59526.13 1097.62 21 32 0 0.015 181.0 0.0 1100.81 0.00 90.00 0.00 ow LEMENT NO 95 IS A REACH * * * OW U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 59706.13 1099.69 21 0.015 0.00 0.00 0.00 0 CEMENT NO 96 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N *m 59707.13 1099.70 25 0.015 oo ON MD OO om fos ow *II F051 5P PAGE NO 10 ww WATER.SURFACE PROFILE - ELEMENT CARD LISTING E LEMENT NO 97 IS A REACH * * * Wo U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 59878.70 1101.67 25 0.015 0.00 0.00 0.00 0 VIO ELEMENT NO 98 IS A REACH * * * PO U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H awl 60042.11 1103.55 25 0.015 500.00 0.00 0.00 0 imiLEMENT NO 99 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60156.13 1104.87 25 0.015 0.00 0.00 0.00 0 �IIR LEMENT NO 100 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60647.45 1105.85 25 0.015 0.00 0.00 0.00 0 we a,LEMENT NO 101 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H wr 60721.13 1106.00 25 0.015 500.00 0.00 0.00 0 il f / LEMENT NO 102 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Ow 60756.13 1106.49 25 0.015 500.00 0.00 0.00 0 III/ ELEMENT NO 103 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 OW 60789.49 1106.95 45 26 0 0.015 140.0 0.0 1106.85 0.00 90.00 0.00 ELEMENT NO 104 IS A BRIDGE EXIT U/S DATA STATION INVERT SECT 60789.49 1106.95 27 ONLEMENT NO 105 IS A REACH * * * OP U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60966.29 1108.00 27 0.014 0.00 0.00 0.00 0 ow LEMENT NO 106 IS A BRIDGE ENTRANCE WO U/S DATA STATION INVERT SECT FP 60966.29 1108.00 27 1.000 rwi pIrLEMENT NO 107 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 61671.45 1108.71 25 0.015 irr ELEMENT NO 108 IS A SYSTEM HEADWORKS ow U/S DATA STATION INVERT SECT W S ELEV 61671.45 1108.71 25 1109.96 $'EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING ow 1Mr w+ WO ww air ow impCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 1 WATER SURFACE PROFILE LISTING we 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO IV FILE: I10CHL11.ELM MO REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ow NATION INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER r /ELEM SO SF AVE HF NORM DEPTH ZR mm46438.00 994.21 8.000 1002.210 3274.0 11.37 2.007 1004.217 1.88 6.358 9.00 36.00 0.00 0 0.00 lrll 68.06 0.00397 .001445 0.10 5.558 0.00 w 6506.06 994.48 7.628 1002.108 3274.0 11.92 2.207 1004.315 2.07 6.358 9.00 36.00 0.00 0 0.00 IMO 42.88 0.00397 .001627 0.07 5.558 0.00 tw • 6548.94 994.65 7.371 1002.021 3274.0 12.34 2.364 1004.385 0.00 6.358 9.00 36.00 0.00 0 0.00 MANS STR 0.01852 .001387 0.04 0.00 11 16575.94 995.15 7.749 1002.899 3274.0 10.15 1.600 1004.499 0.00 6.413 7.50 30.00 1.50 0 0.00 w NCT STR 0.00200 .000878 0.02 1.50 hip 36595.94 995.19 8.388 1003.578 3047.0 8.53 1.130 1004.708 0.00 6.142 7.50 30.00 1.50 0 0.00 wwt ad 154.11 0.00198 .000741 0.11 6.263 1.50 • 6750.05 995.50 8.084 1003.579 3047.0 8.95 1.243 1004.822 0.00 6.142 7.50 30.00 1.50 0 0.00 010 37.95 0.00198 .000803 0.03 6.263 1.50 ! 995.57 8.010 1003.580 3047.0 9.05 1.273 1004.853 0.00 6.142 7.50 30.00 1.50 0 0.00 40 TRANS STR 0.00233 .001989 0.06 1.50 w 6818.00 995.64 7.385 1003.025 3047.0 11.47 2.041 1005.066 0.00 5.846 7.00 38.00 0.00 0 0.00 •r BRIDGE EXIT 0.00 w 106818.00 995.64 7.385 1003.025 3047.0 12.13 2.284 1005.309 0.00 6.061 7.00 38.00 0.00 2 1.00 ww 36.00 0.00194 .004551 0.16 7.000 0.00 3 6854.00 995.71 7.479 1003.189 3047.0 12.13 2.284 1005.473 0.00 6.061 7.00 38.00 0.00 2 1.00 do IDGE ENTRANCE 0.00 36854.00 995.71 7.842 1003.552 3047.0 11.47 2.041 1005.593 0.00 5.846 7.00 38.00 0.00 0 0.00 IONS STR 0.00200 .001840 0.06 0.00 roe ow ar 400CENSEE: A.S.I. CONSULTING ENGINEERS F0515P PAGE 2 WATER SURFACE PROFILE LISTING too 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO IV FILE: I10CHL11.ELM woe REVISED WATERSHEDS WITH STREET CAPACITY LIMITS �.w ;TATION INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER e1 . /ELEM SO SF AVE HF NORM DEPTH ZR w.46884.00 995.77 9.069 1004.839 3047.0 7.71 0.922 1005.761 0.00 6.142 9.00 30.00 1.50 0 0.00 y TRANS STR 0.00200 .000940 1.24 1.50 ow 8200.00 998.40 6.956 1005.356 3047.0 10.83 1.822 1007.178 0.00 6.142 7.50 30.00 1.50 0 0.00 irr 142.45 0.00200 .001459 0.21 6.244 1.50 mose 4 , 1 8342.45 998.68 6.697 1005.382 3047.0 11.36 2.005 1007.387 0.00 6.142 7.50 30.00 1.50 0 0.00 *„ 154.16 0.00200 .001672 0.26 6.244 1.50 1 18496.61 998.99 6.446 1005.439 3047.0 11.92 2.205 1007.644 0.00 6.142 7.50 30.00 1.50 0 0.00 Wor 138.39 0.00200 .001870 0.26 6.244 1.50 WO 38635.00 999.27 6.285 1005.555 3047.0 12.30 2.348 1007.903 0.00 6.142 7.50 30.00 1.50 0 0.00 - CLggraY No NCT STR 0.00198 .001450 0.27 1.50 38822.00 999.64 7.373 1007.013 2820.0 9.32 1.347 1008.360 0.00 5.862 8.50 30.00 1.50 0 0.00 00ANS STR 0.00200 1.50 . 1002.90 5.862 1008.762 2820.0 12.40 2.388 1011.150 0.00 5.862 6.00 30.00 1.50 0 0.00 MO CA1 15* JUNCT STR 0.00200 .001537 0.03 1.50 Oo 0470.00 1002.94 7.154 1010.094 2650.0 9.09 1.284 1011.378 0.00 5.646 6.00 30.00 1.50 0 0.00 are 136.82 0.00200 .000998 0.14 5.771 1.50 ww 0606.82 1003.21 6.889 1010.103 2650.0 9.54 1.413 1011.516 0.00 5.646 6.00 30.00 1.50 0 0.00 0. 135.21 0.00200 .001143 0.15 5.771 1.50 irr 40742.03 1003.48 6.631 1010.115 2650.0 10.00 1.554 1011.669 0.00 5.646 6.00 30.00 1.50 0 0.00 ww. 135.55 0.00200 .001310 0.18 5.771 1.50 wo 40877.58 1003.75 6.382 1010.137 2650.0 10.49 1.709 1011.846 0.00 5.646 6.00 30.00 1.50 0 0.00 ow . 0.00200 .001502 0.21 5.771 1.50 irr A ya , CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 3 WATER SURFACE PROFILE LISTING ew 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO IV FILE: I1OCHL11.ELM OM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS • ;TATI0N INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ow ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER M /ELEM SO SF AVE HF NORM DEPTH ZR 041018.03 1004.04 6.142 1010.178 2650.0 11.00 1.880 1012.058 0.00 5.646 6.00 30.00 1.50 0 0.00 162.27 0.00200 .001722 0.28 5.771 1.50 • 0180.30 1004.36 5.908 1010.269 2650.0 11.54 2.068 1012.337 0.00 5.646 6.00 30.00 1.50 0 0.00 181.53 0.00200 .001920 0.35 5.771 1.50 ww 4 01361.83 1004.72 5.771 1010.495 2650.0 11.88 2.191 1012.686 0.00 5.646 6.00 30.00 1.50 0 0.00 mw 403.17 0.00200 .002000 0.81 5.771 1.50 1765.00 1005.53 5.771 1011.301 2650.0 11.88 2.191 1013.492 0.00 5.646 6.00 30.00 1.50 0 0.00 gANANA- 1NCT STR 0.00200 .001454 0.03 1.50 ild 41785.00 1005.57 6.940 1012.510 2479.0 8.84 1.213 1013.723 0.00 5.422 6.00 30.00 1.50 0 0.00 em 133.95 0.00200 .000974 0.13 5.557 1.50 MP 41918.95 1005.84 6.681 1012.519 2479.0 9.27 1.335 1013.854 0.00 5.422 6.00 30.00 1.50 0 0.00 Vat MI 132.43 0.00200 .001116 0.15 5.557 1.50 P*2051.38 1006.10 6.431 1012.534 2479.0 9.72 1.468 1014.002 0.00 5.422 6.00 30.00 1.50 0 0.00 MO 132.75 0.00200 .001279 0.17 5.557 1.50 2184.13 1006.37 6.188 1012.556 2479.0 10.20 1.615 1014.171 0.00 5.422 6.00 30.00 1.50 0 0.00 137.24 0.00200 .001467 0.20 5.557 1.50 P PM 1102321.37 1006.64 5.953 1012.596 2479.0 10.70 1.776 1014.372 0.00 5.422 6.00 30.00 1.50 0 0.00 ow 155.60 0.00200 .001682 0.26 5.557 1.50 4 1476.97 1006.95 5.727 1012.681 2479.0 11.22 1.954 1014.635 0.00 5.422 6.00 30.00 1.50 0 0.00 ow 135.88 0.00200 .001852 0.25 5.557 1.50 it 42612.85 1007.23 5.632 1012.858 2479.0 11.45 2.035 1014.893 0.00 5.422 6.00 30.00 1.50 0 0.00 o JUMP 1.50 ow Mir o w emiCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 4 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO IV FILE: I10CHL11.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS enr TATION INVERT DEPTH U.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ' /ELEM SO SF AVE HF NORM DEPTH ZR 11111 .42612.85 1007.23 5.216 1012.442 2479.0 12.57 2.452 1014.894 0.00 5.422 6.00 30.00 1.50 0 0.00 et 61.73 0.00200 .002682 0.17 5.557 1.50 • 2674.58 1007.35 5.015 1012.364 2479.0 13.17 2.694 1015.058 0.00 5.422 6.00 30.00 1.50 0 0.00 tie 68.25 0.00200 .003080 0.21 5.557 1.50 egg am i742.83 1007.49 4.820 1012.306 2479.0 13.82 2.964 1015.270 0.00 5.422 6.00 30.00 1.50 0 0.00 ow 69.67 0.00200 .003541 0.25 5.557 1.50 I2812.50 1007.62 4.631 1012.256 2479.0 14.49 3.260 1015.516 0.00 5.422 6.00 30.00 1.50 0 0.00 • 69.25 0.00200 .004072 0.28 5.557 1.50 42881.75 1007.76 4.448 1012.211 2479.0 15.20 3.586 1015.797 0.00 5.422 6.00 30.00 1.50 0 0.00 MIN 67.94 0.00200 .004685 0.32 5.557 1.50 4 1007.90 4.272 1012.171 2479.0 15.94 3.945 1016.116 0.00 5.422 6.00 30.00 1.50 0 0.00 NW 66.17 0.00200 .005392 0.36 5.557 1.50 0 .3015.86 1008.03 4.102 1012.134 2479.0 16.72 4.339 1016.473 0.00 5.422 6.00 30.00 1.50 0 0.00 • 64.14 0.00200 .006207 0.40 5.557 1.50 3080.00 1008.16 3.938 1012.098 2479.0 17.53 4.773 1016.871 0.00 5.422 6.00 30.00 1.50 0 0.00 4 CA 0N0 JUNCT STR 0.00200 .009845 0.20 1.50 e.. X3100.00 1008.20 3.051 1011.251 2241.0 21.24 7.008 1018.259 0.00 5.098 6.00 30.00 1.50 0 0.00 • 4NS STR 0.02183 .009595 0.58 1.50 +r► 43160.00 1009.51 4.689 1014.199 2241.0 17.68 4.854 1019.053 0.00 6.209 6.00 20.00 1.50 0 0.00 • 357.72 0.00630 .005978 2.14 4.657 1.50 43517.72 1011.76 4.763 1016.526 2241.0 17.33 4.665 1021.191 0.00 6.209 6.00 20.00 1.50 0 0.00 eew 601281.98 0.00630 .005441 1.53 4.657 1.50 eog err 00CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 5 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO IV FILE: I10CHL11.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS Mm ;TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. 11/111 /ELEM SO SF AVE HF NORM DEPTH 2R 043799.70 1013.54 4.946 1018.485 2241.0 16.53 4.241 1022.726 0.00 6.209 6.00 20.00 1.50 0 0.00 127.56 0.00630 .004752 0.61 4.657 1.50 3927.26 1014.34 5.134 1019.476 2241.0 15.76 3.856 1023.332 0.00 6.209 6.00 20.00 1.50 0 0.00 Sim 72.74 0.00630 .004152 0.30 4.657 1.50 100 4000.00 1014.80 5.329 1020.129 2241.0 15.02 3.505 1023.634 0.00 6.209 6.00 20.00 1.50 0 0.00 j ANS STR 0.00627 .003044 0.36 1.50 1 44119.59 1015.55 6.209 1021.759 2241.0 12.31 2.354 1024.113 0.00 6.209 7.00 20.00 1.50 0 0.00 S ANS STR 0.00630 1.50 it 44307.00 1016.73 4.078 1020.808 2241.0 16.11 4.029 1024.837 0.00 5.285 7.00 28.00 1.50 0 0.00 Asw S ANS STR 0.00661 .005364 0.11 1.50 Wm 44326.68 1016.86 4.125 1020.985 2241.0 15.98 3.965 1024.950 0.00 5.130 7.00 34.00 0.00 0 0.00 OWNS STR 0.01000 .005248 0.01 0.00 X4327.68 1016.87 4.128 1020.998 2241.0 15.97 3.959 1024.957 0.00 5.130 5.25 34.00 0.00 0 0.00 X11 BRIDGE EXIT 0.00 m 4327.68 1016.87 4.803 1021.673 2241.0 14.58 3.302 1024.975 0.00 5.250 5.25 34.00 0.00 2 1.00 so 44327.68 1016.87 5.465 1022.335 2241.0 13.40 2.788 1025.123 0.00 5.250 5.25 34.00 0.00 2 1.00 203.80 0.00554 .007549 1.54 4.783 0.00 0.44531.48 1018.00 5.874 1023.874 2241.0 13.40 2.788 1026.662 0.00 5.250 5.25 34.00 0.00 2 1.00 BRIDGE ENTRANCE 0.00 Wm 4531.48 1018.00 6.374 1024.374 2241.0 12.57 2.454 1026.828 0.00 5.130 5.25 34.00 0.00 0 0.00 C H a` JUNCT STR 0.04052 .002948 0.07 0.00 wi 4555.42 1018.97 7.392 1026.362 2002.0 6.76 0.709 1027.071 0.00 4.844 5.30 29.00 1.50 0 0.00 mw oft m A.S.L. CONSULTING ENGINEERS F0515P PAGE 6 WATER SURFACE PROFILE LISTING +r+ 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO IV FILE: I1OCHL11.ELM Ow REVISED WATERSHEDS WITH STREET CAPACITY LIMITS TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER 4444 /ELEM SO SF AVE HF NORM DEPTH ZR m ******************* * * * * * * * * *,r,r,r,r**** *,r,r,r,r, *** * * ** * * **** err*** *** ** ** * ****** ***** *,t, ********** ** *** *** * *** ** * *** ** **** * * ***** * ** ** jgANS STR 0.00514 1.50 4650.82 1019.46 4.677 1024.137 2002.0 15.84 3.898 1028.035 0.00 5.817 5.30 20.00 1.50 0 0.00 MOM 215.38 0.00509 .004868 1.05 4.642 1.50 44866.20 1020.55 4.721 1025.276 2002.0 15.66 3.808 1029.084 0.00 5.817 5.30 20.00 1.50 0 0.00 wi* 274.22 0.00509 .004484 1.23 4.642 1.50 m A5140.42 1021.95 4.902 1026.852 2002.0 14.93 3.462 1030.314 0.00 5.817 5.30 20.00 1.50 0 0.00 456.83 0.00419 .004046 1.85 4.897 1.50 get 5597.25 1023.87 4.993 1028.860 2002.0 14.59 3.304 1032.164 0.00 5.817 5.30 20.00 1.50 0 0.00 ltlr 208.17 0.00419 .003665 0.76 4.897 1.50 wwww 5805.42 1024.74 5.183 1029.923 2002.0 13.91 3.003 1032.926 0.00 5.817 5.30 20.00 1.50 0 0.00 2 eD w000 JUNCT STR 0.00400 .005393 0.11 1.50 605825.42 1024.82 3.992 1028.812 1842.0 17.75 4.894 1033.706 0.00 5.542 5.30 20.00 1.50 0 0.00 #° 54.06 0.00423 .007668 0.41 4.664 1.50 14 45879.48 1025.05 3.905 1028.954 1842.0 18.24 5.167 1034.121 0.00 5.542 5.30 20.00 1.50 0 0.00 whir 85.03 0.00423 .008555 0.73 4.664 1.50 45964.51 1025.41 3.756 1029.165 1842.0 19.13 5.684 1034.849 0.00 5.542 5.30 20.00 1.50 0 0.00 wart 75.91 0.00423 .009820 0.75 4.664 1.50 wi1l5040.42 1025.73 3.612 1029.342 1842.0 20.07 6.252 1035.594 0.00 5.542 5.30 20.00 1.50 0 0.00 TRANS STR 0.01058 .010475 1.63 1.50 www 5196.42 1027.38 3.616 1030.996 1842.0 20.04 6.235 1037.231 0.00 5.542 4.30 20.00 1.50 0 0.00 wr0 6.06 0.01060 .010452 0.06 3.602 1.50 mom mm 0202.48 1027.44 3.616 1031.061 1842.0 20.04 6.234 1037.295 0.00 5.542 4.30 20.00 1.50 0 0.00 iffla ow Iii i1WCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 7 WATER SURFACE PROFILE LISTING !w 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO IV FILE: I10CHL11.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ono TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR Iw1 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER * /ELEM SO SF AVE HF NORM DEPTH ZR ow 516.30 0.01060 .009778 5.05 3.602 1.50 • 6718.78 1032.91 3.760 1036.675 1842.0 19.10 5.667 1042.342 0.00 5.542 4.30 20.00 1.50 0 0.00 ow 176.16 0.01060 .008519 1.50 3.602 1.50 log 46894.94 1034.78 3.910 1038.692 1842.0 18.22 5.152 1043.844 0.00 5.542 4.30 20.00 1.50 0 0.00 wwi N 99.00 0.01060 .007425 0.74 3.602 1.50 0 46993.94 1035.83 4.064 1039.895 1842.0 17.37 4.684 1044.579 0.00 5.542 4.30 20.00 1.50 0 0.00 64.58 0.01060 .006474 0.42 3.602 1.50 414 7058.52 1036.52 4.224 1040.739 1842.0 16.56 4.258 1044.997 0.00 5.542 4.30 20.00 1.50 0 0.00 i111 44.88 0.01060 .005647 0.25 3.602 1.50 ow • 7103.40 1036.99 4.389 1041.380 1842.0 15.79 3.871 1045.251 0.00 5.542 4.30 20.00 1.50 0 0.00 ww 32.02 0.01060 .004927 0.16 3.602 1.50 1 07135.42 1037.33 4.559 1041.889 1842.0 15.05 3.519 1045.408 0.00 5.542 4.30 20.00 1.50 0 0.00 �ZV DAK "PICT STR 0.01050 .006635 0.13 1.50 4 7155.42 1037.54 3.619 1041.159 1681.0 18.27 5.181 1046.340 0.00 5.253 4.30 20.00 1.50 0 0.00 5.29 0.01059 .008661 0.05 3.419 1.50 47160.71 1037.60 3.623 1041.219 1681.0 18.24 5.167 1046.386 0.00 5.253 4.30 20.00 1.50 0 0.00 woo osO 129.71 0.01059 .008087 1.05 3.419 1.50 OW7290.42 1038.97 3.768 1042.738 1681.0 17.39 4.697 1047.435 0.00 5.253 4.30 20.00 1.50 0 0.00 eof TRANS STR 0.01064 .004914 1.23 1.50 • 7540.42 1041.63 5.253 1046.883 1681.0 11.48 2.046 1048.929 0.00 5.253 6.00 20.00 1.50 0 0.00 11101 81.37 0.00200 .002151 0.17 5.456 1.50 ■w '621.79 1041.79 5.451 1047.244 1681.0 10.94 1.860 1049.104 0.00 5.253 6.00 20.00 1.50 0 0.00 aw Ow w■ VIM em iCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 8 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO IV FILE: I10CHL11.ELM IMO REVISED WATERSHEDS WITH STREET CAPACITY LIMITS sox STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER m. /ELEM SO SF AVE HF NORM DEPTH ZR -w 196.76 0.00200 .002003 0.39 5.456 1.50 Ill t7818.55 1042.19 5.456 1047.642 1681.0 10.93 1.856 1049.498 0.00 5.253 6.00 20.00 1.50 0 0.00 631.87 0.00200 .002000 1.26 5.456 1.50 wrt 48450.42 1043.45 5.456 1048.906 1681.0 10.93 1.856 1050.762 0.00 5.253 6.00 20.00 1.50 0 0.00 oft I STR 0.00200 .001387 0.03 1.50 48470.42 1043.49 6.665 1050.155 1511.0 7.56 0.887 1051.042 0.00 4.933 6.00 20.00 1.50 0 0.00 tog 20.00 0.00200 .000782 0.02 5.145 1.50 8490.42 1043.53 6.628 1050.158 1511.0 7.61 0.900 1051.058 0.00 4.933 6.00 20.00 1.50 0 0.00 28.50 0.00588 .000847 0.02 3.804 1.50 r 8518.92 1043.70 6.394 1050.092 1511.0 7.99 0.990 1051.082 0.00 4.933 0.90' 20.00 1.50 0 0.00 014 18.30 0.00588 .000946 0.02 3.804 1.50 �; 73 008537.22 1043.81 6.238 1050.044 1511.0 8.25 1.057 1051.101 0.00 4.933 .- 20.00 1.50 0 0.00 m iDRAULIC JUMP 1.50 - .7 48537.22 1043.81 3.802 1047.608 1511.0 15.46 3.712 1051.320 0.00 4.933 20.00 1.50 0 0.00 0m 213.20 0.00588 .005902 1.26 3.804 1.50 law 48750.42 1045.06 3.799 1048.859 1511.0 15.48 3.720 1052.579 0.00 4.933 ,6.90' 20.00 1.50 0 0.00 amANS STR 0.01000 .005905 0.01 1.50 008751.42 1045.07 3.801 1048.871 1511.0 15.47 3.715 1052.586 0.00 4.933 4.50 20.00 1.50 0 0.00 4101 488.12 0.00590 .005898 2.88 3.801 1.50 9239.54 1047.95 3.801 1051.749 1511.0 15.47 3.715 1055.464 0.00 4.933 4.50 20.00 1.50 0 0.00 510.88 0.00590 .005753 2.94 3.801 1.50 art ,rp?750.42 1050.96 3.856 1054.816 1511.0 15.20 3.587 1058.403 0.00 4.933 4.50 20.00 1.50 0 0.00 +rr ops mo CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 9 WATER SURFACE PROFILE LISTING o. 100 YEAR.AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA SCENARIO IV FILE: I1OCHL11.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR OW ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 14 /ELEM SO SF AVE HF NORM DEPTH ZR NO ,"ow 25.00 0.01120 .005305 0.13 3.166 1.50 11 19775.42 1051.24 3.982 1055.222 1511.0 14.61 3.314 1058.536 0.00 4.933 4.50 20.00 1.50 0 0.00 • gfeC H NCT STR 0.01150 .007999 0.16 1.50 sir 49795.42 1051.47 2.972 1054.442 1341.0 18.45 5.285 1059.727 0.79 4.596 4.50 20.00 1.50 0 0.00 raw 297.74 0.01128 .010590 3.15 2.950 1.50 • 0093.16 1054.83 3.038 1057.868 1341.0 17.97 5.016 1062.884 0.00 4.596 4.50 20.00 1.50 0 0.00 *NS STR 0.01132 .008412 2.92 1.50 )440.42 1058.76 3.434 1062.194 1341.0 15.53 3.743 1065.937 0.00 4.596 4.00 20.00 1.50 0 0.00 MN TRANS STR 0.02733 .004567 0.69 1.50 00 i590.42 1062.86 2.739 1065.599 1341.0 9.05 1.271 1066.870 0.00 2.739 3.80 50.00 1.50 0 0.00 18.82 0.00188 .002319 0.04 2.978 1.50 000609.24 1062.89 2.863 1065.758 1341.0 8.63 1.156 1066.914 0.00 2.739 3.80 50.00 1.50 0 0.00 "" 13.11 0.00188 .002118 0.03 2.978 1.50 - 50622.35 1062.92 2.886 1065.806 1341.0 8.55 1.136 1066.942 0.38 2.739 3.80 50.00 1.50 0 0.00 121.51 0.00181 .001974 0.24 3.011 1.50 IOW 50743.86 1063.14 2.988 1066.128 1341.0 8.24 1.054 1067.182 0.00 2.739 3.80 50.00 1.50 0 0.00 40,240.77 0.00180 .001831 0.44 3.015 1.50 4%0984.63 1063.57 3.015 1066.589 1341.0 8.16 1.033 1067.622 0.00 2.739 3.80 50.00 1.50 0 0.00 Iry 208.40 0.00180 .001803 0.38 3.015 1.50 40 1193.03 1063.95 3.015 1066.965 1341.0 8.16 1.033 1067.998 0.35 2.739 3.80 50.00 1.50 0 0.00 42.39 0.00189 .001815 0.08 2.974 1.50 oss m o235.42 1064.03 3.003 1067.033 1341.0 8.19 1.042 1068.075 0.00 2.739 3.80 50.00 1.50 0 0.00 a"• Nr ma ..CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 10 WATER SURFACE PROFILE LISTING ww 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO IV FILE: I10CHL11.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS TATION INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 011 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 4/4 /ELEM SO SF AVE HF NORM DEPTH ZR 6M wWNCT STR 0.00150 .001253 0.03 1.50 1255.42 1064.06 3.723 1067.783 1174.0 5.67 0.500 1068.283 0.18 2.512 3.80 50.00 1.50 0 0.00 50.76 0.00177 .000703 0.04 2.800 1.50 ern 51306.18 1064.15 3.646 1067.796 1174.0 5.81 0.523 1068.319 0.00 2.512 3.80 50.00 1.50 0 0.00 u�* 101.99 0.00179 .000785 0.08 2.791 1.50 , 1064.33 3.491 1067.824 1174.0 6.09 0.576 1068.400 0.00 2.512 3.80 50.00 1.50 0 0.00 "I 103.54 0.00179 .000910 0.09 2.791 1.50 1511.71 1064.52 3.342 1067.860 1174.0 6.39 0.633 1068.493 0.00 2.512 3.80 50.00 1.50 0 0.00 OW 108.06 0.00179 .001054 0.11 2.791 1.50 innt 1619.77 1064.71 3.199 1067.911 1174.0 6.70 0.697 1068.608 0.00 2.512 3.80 50.00 1.50 0 0.00 WM 118.83 0.00179 .001223 0.15 2.791 1.50 * 1064.92 3.061 1067.986 1174.0 7.02 0.766 1068.752 0.00 2.512 3.80 50.00 1.50 0 0.00 "' 47.51 0.00179 .001348 0.06 2.791 1.50 rr 51786.11 1065.01 3.014 1068.024 1174.0 7.14 0.793 1068.817 0.11 2.512 3.80 50.00 1.50 0 0.00 167.49 0.00180 .001495 0.25 2.789 1.50 51953.60 1065.31 2.884 1068.195 1174.0 7.49 0.872 1069.067 0.12 2.512 3.80 50.00 1.50 0 0.00 pile 71.83 0.00180 .001637 0.12 2.789 1.50 404025.43 1065.44 2.851 1068.291 1174.0 7.59 0.894 1069.185 0.30 2.512 3.80 50.00 1.50 0 0.00 irr 289.42 0.00180 .001736 0.50 2.786 1.50 ?314.85 1065.96 2.786 1068.748 1174.0 7.78 0.939 1069.687 0.32 2.512 3.80 50.00 1.50 0 0.00 IMO 320.57 0.00180 .001803 0.58 2.786 1.50 2635.42 1066.54 2.786 1069.326 1174.0 7.78 0.939 1070.265 0.00 2.512 3.80 50.00 1.50 0 0.00 oak 104 EMI OM y CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 11 WATER SURFACE PROFILE LISTING O 1., 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO IV FILE: I1OCHL11.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ;TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR • ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 'M" /ELEM SO SF AVE HF NORM DEPTH ZR POPLA-f2 ✓ WNCT STR 0.00150 .001215 0.02 1.50 • 2655.42 1066.57 3.478 1070.048 1007.0 5.24 0.427 1070.475 0.00 2.274 3.80 50.00 1.50 0 0.00 PP ANS STR 0.00178 .000992 0.04 1.50 110 52700.42 1066.65 3.149 1069.799 1007.0 7.15 0.794 1070.593 0.00 2.611 3.80 40.00 1.50 0 0.00 PIM 27.10 0.00185 .001378 0.04 2.876 1.50 _2727.52 1066.70 3.120 1069.820 1007.0 7.22 0.810 1070.630 0.05 2.611 3.80 40.00 1.50 0 0.00 00 70.73 0.00184 .001453 0.10 2.879 1.50 • 2798.25 1066.83 3.053 1069.883 1007.0 7.40 0.850 1070.733 0.00 2.611 3.80 40.00 1.50 0 0.00 V 195.18 0.00180 .001590 0.31 2.898 1.50 vim 2993.43 1067.18 2.960 1070.141 1007.0 7.66 0.910 1071.051 0.00 2.611 3.80 40.00 1.50 0 0.00 HHYYDRAULIC JUMP 1.50 002993.43 1067.18 2.289 1069.470 1007.0 10.13 1.594 1071.064 0.00 2.611 3.80 40.00 1.50 0 0.00 41 " 6.70 0.00180 .004070 0.03 2.898 1.50 1n 53000.13 1067.19 2.262 1069.455 1007.0 10.26 1.634 1071.089 0.00 2.611 3.80 40.00 1.50 0 0.00 ✓ , 24.39 0.00180 .004483 0.11 2.898 1.50 or" 53024.52 1067.24 2.164 1069.401 1007.0 10.76 1.798 1071.199 0.00 2.611 3.80 40.00 1.50 0 0.00 ope op 25.19 0.00180 .005205 0.13 2.898 1.50 *03049.71 1067.28 2.070 1069.352 1007.0 11.29 1.978 1071.330 0.00 2.611 3.80 40.00 1.50 0 0.00 rrr 25.35 0.00180 .006044 0.15 2.898 1.50 5075.06 1067.33 1.980 1069.308 1007.0 11.84 2.175 1071.483 0.00 2.611 3.80 40.00 1.50 0 0.00 ON 25.10 0.00180 .007021 0.18 2.898 1.50 0 1067.37 1.894 1069.267 1007.0 12.41 2.393 1071.660 0.00 2.611 3.80 40.00 1.50 0 0.00 .w OW OW .� .. mot ftwCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 12 WATER SURFACE PROFILE LISTING on 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO IV FILE: I10CHL11.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ;TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR SIP ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 44 /ELEM SO SF AVE HF NORM DEPTH ZR Id 44 24.59 0.00180 .008159 0.20 2.898 1.50 3124.75 1067.42 1.811 1069.228 1007.0 13.02 2.632 1071.860 0.00 2.611 3.80 40.00 1.50 0 0.00 ww 23.91 0.00180 .009484 0.23 2.898 1.50 53148.66 1067.46 1.731 1069.191 1007.0 13.65 2.895 1072.086 0.00 2.611 3.80 40.00 1.50 0 0.00 Nall 23.12 0.00180 .011027 0.25 2.898 1.50 m A3171.78 1067.50 1.655 1069.157 1007.0 14.32 3.185 1072.342 0.00 2.611 3.80 40.00 1.50 0 0.00 111 22.27 0.00180 .012826 0.29 2.898 1.50 • 3194.05 1067.54 1.582 1069.124 1007.0 15.02 3.503 1072.627 0.00 2.611 3.80 40.00 1.50 0 0.00 ow 21.37 0.00180 .014921 0.32 2.898 1.50 woo 3215.42 1067.58 1.512 1069.092 1007.0 15.75 3.854 1072.946 0.00 2.611 3.80 40.00 1.50 0 0.00 iAANS STR 0.00183 .010514 1.84 1.50 103390.42 1067.90 4.054 1071.954 1007.0 13.74 2.930 1074.884 0.00 4.883 5.00 12.00 1.50 0 0.00 """ 343.06 0.00501 .004743 1.63 4.047 1.50 rrr 53733.48 1069.62 4.165 1073.785 1007.0 13.25 2.727 1076.512 0.00 4.883 5.00 12.00 1.50 0 0.00 60.13 0.00501 .004408 0.27 4.048 1.50 rr 53793.61 1069.92 4.215 1074.136 1007.0 13.04 2.641 1076.777 0.00 4.883 5.00 12.00 1.50 0 0.00 ow 91.59 0.00501 .004043 0.37 4.048 1.50 * 1070.38 4.366 1074.746 1007.0 12.43 2.401 1077.147 0.00 4.883 5.00 12.00 1.50 0 0.00 erg 11.58 0.00498 .003726 0.04 4.053 1.50 3896.78 1070.44 4.397 1074.835 1007.0 12.32 2.355 1077.190 0.00 4.883 5.00 12.00 1.50 0 0.00 rr 37.23 0.00498 .003450 0.13 4.053 1.50 Pm 3934.01 1070.62 4.554 1075.177 1007.0 11.74 2.141 1077.318 0.00 4.883 5.00 12.00 1.50 0 0.00 am ✓ wn - ImoCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 13 WATER SURFACE PROFILE LISTING - 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO IV FILE: I10CHL11.ELM ire REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ;TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 40 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ". /ELEM SO SF AVE HF NORM DEPTH ZR mm 16.86 0.00498 .003023 0.05 4.053 1.50 4 13950.87 1070.71 4.716 1075.423 1007.0 11.20 1.946 1077.369 0.00 4.883 5.00 12.00 1.50 0 0.00 Om 4.55 0.00498 .002649 0.01 4.053 1.50 53955.42 1070.73 4.883 1075.613 1007.0 10.67 1.768 1077.381 0.00 4.883 5.00 12.00 1.50 0 0.00 11.4 CRTAw 440NCT STR 0.00450 1.50 43975.42 1070.82 2.993 1073.813 857.0 17.36 4.680 1078.493 0.00 4.460 5.00 12.00 1.50 0 0.00 ANS STR 0.05667 .009581 0.14 1.50 ▪ 3990.42 1071.67 3.243 1074.914 857.0 15.67 3.813 1078.727 0.00 4.460 4.50 12.00 1.50 0 0.00 MO 260.10 0.00820 .008201 2.13 3.243 1.50 OW 4250.52 1073.80 3.243 1077.046 857.0 15.67 3.813 1080.859 0.00 4.460 4.50 12.00 1.50 0 0.00 IM WSW 446.43 0.00820 .008067 3.60 3.243 1.50 I04696.95 1077.46 3.273 1080.736 857.0 15.49 3.724 1084.460 0.00 4.460 4.50 12.00 1.50 0 0.00 im 281.84 0.00820 .007433 2.10 3.243 1.50 it 54978.79 1079.77 3.396 1083.170 857.0 14.76 3.385 1086.555 0.00 4.460 4.50 12.00 1.50 0 0.00 .n. 106.63 0.00820 .006501 0.69 3.243 1.50 mr 55085.42 1080.65 3.522 1084.170 857.0 14.08 3.077 1087.247 0.00 4.460 4.50 12.00 1.50 0 0.00 awe mm 59.39 0.00820 .005687 0.34 3.243 1.50 *+5144.81 1081.13 3.653 1084.788 857.0 13.42 2.798 1087.586 0.00 4.460 4.50 12.00 1.50 0 0.00 mm 37.15 0.00820 .004975 0.18 3.243 1.50 ms 5181.96 1081.44 3.787 1085.227 857.0 12.80 2.543 1087.770 0.00 4.460 4.50 12.00 1.50 0 0.00 15.73 0.00815 .004469 0.07 3.249 1.50 1115197.69 1081.57 3.868 1085.436 857.0 12.44 2.405 1087.841 0.00 4.460 4.50 12.00 1.50 0 0.00 w mm Win WW • CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 14 WATER SURFACE PROFILE LISTING wog 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO IV FILE: I10CHL11.ELM rr REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ;TATION INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 110 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER 011 14 . /ELEM SO SF AVE HF NORM DEPTH ZR 00 ********* ************ **** ********** ******** ***** **************** ************************** * * * * **** ** **** * * *** ** *** * * * *,e, *** *,r,r*** .wm 18.79 0.00815 .004027 0.08 3.249 1.50 55216.48 1081.72 4.010 1085.731 857.0 11.86 2.186 1087.917 0.00 4.460 4.50 12.00 1.50 0 0.00 11.54 0.00815 .003525 0.04 3.249 1.50 55228.02 1081.82 4.155 1085.970 857.0 11.31 1.987 1087.957 0.00 4.460 4.50 12.00 1.50 0 0.00 ern ow 6.10 0.00815 .003088 0.02 3.249 1.50 1 45234.12 1081.87 4.305 1086.170 857.0 10.79 1.807 1087.977 0.00 4.460 4.50 12.00 1.50 0 0.00 1.84 0.00815 .002704 0.00 3.249 1.50 414 5235.96 1081.88 4.460 1086.340 857.0 10.28 1.641 1087.981 0.00 4.460 4.50 12.00 1.50 0 0.00 Cz7Ro5 JUNCT STR 0.00833 .001725 0.01 1.50 mot VI 5241.96 1081.93 5.508 1087.438 776.0 6.95 0.751 1088.189 0.00 4.217 4.50 12.00 1.50 0 0.00 l iAANS STR 0.00850 .001448 0.03 1.50 0 05261.96 1082.10 4.882 1086.982 776.0 9.35 1.358 1088.340 0.00 4.016 5.00 17.00 0.00 0 0.00 '"5261.96 1082.10 3.302 1085.402 776.0 13.82 2.967 1088.369 0.00 4.016 5.00 17.00 0.00 0 0.00 BRIDGE EXIT 0.00 4011 5261.96 1082.10 3.981 1086.081 776.0 12.18 2.305 1088.386 0.00 4.181 5.00 17.00 0.00 1 1.00 irr w. 39.51 0.00509 .005347 0.21 4.027 0.00 0301.47 1082.30 3.925 1086.226 776.0 12.36 2.371 1088.597 0.00 4.181 5.00 17.00 0.00 1 1.00 4 " 74.49 0.00509 .005820 0.43 4.027 0.00 00 55375.96 1082.68 3.742 1086.422 776.0 12.96 2.608 1089.030 0.00 4.181 5.00 17.00 0.00 1 1.00 oft IDGE ENTRANCE 0.00 55375.96 1082.68 2.899 1085.579 776.0 15.74 3.849 1089.428 0.00 4.016 5.00 17.00 0.00 0 0.00 'IONS STR 0.05324 .005796 0.15 0.00 rM 00 rimp am f A.S.L. CONSULTING ENGINEERS FO515P PAGE 15 WATER SURFACE PROFILE LISTING ma 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO IV FILE: I1OCHL11.ELM NW REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ▪ STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 1W ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER um /ELEM SO SF AVE HF NORM DEPTH ZR 44654O1. 11O84.O2 4.217 1088.237 776.0 10.04 1.566 1089.803 0.00 4.217 6.00 12.00 1.50 0 0.00 TJNCT S R 0� 0.00500 .001714 0.01 1.50 vw i54O7.13 1084.05 5.283 1089.333 696.0 6.61 0.679 1090.012 0.25 3.963 6.00 12.00 1.50 0 0.00 rrr 31.89 0.00438 .000936 0.03 3.437 1.50 um 5439.02 1084.19 5.105 1089.295 696.0 6.94 0.747 1090.042 0.27 3.963 6.00 12.00 1.50 0 0.00 o m 29.59 0.00438 .001067 0.03 3.437 1.50 5468.61 1084.32 4.933 1089.252 696.0 7.27 0.822 1090.074 0.29 3.963 6.00 12.00 1.50 0 0.00 MPS 27.10 0.00438 .001217 0.03 3.437 1.50 MN 55495.71 1084.44 4.765 1089.203 696.0 7.63 0.904 1090.107 0.31 3.963 6.00 12.00 1.50 0 0.00 am 24.30 0.00438 .001388 0.03 3.437 1.50 5520.01 1084.54 4.602 1089.146 696.0 8.00 0.994 1090.140 0.33 3.963 6.00 12.00 1.50 0 0.00 ✓ 10.32 0.00438 .001525 0.02 3.437 1.50 "15530.33 1084.59 4.530 1089.119 696.0 8.17 1.037 1090.156 0.35 3.963 6.00 12.00 1.50 0 0.00 rri HYDRAULIC JUMP 1.50 w.. 5530.33 1084.59 3.437 1088.026 696.0 11.80 2.164 1090.190 0.63 3.963 6.00 12.00 1.50 0 0.00 r 25.35 0.00438 .004373 0.11 3.437 1.50 rr5555.68 1084.70 3.438 1088.138 696.0 11.80 2.162 1090.300 0.63 3.963 6.00 12.00 1.50 0 0.00 vim 105.02 0.00438 .004366 0.46 3.436 1.50 Nr 55660.70 1085.16 3.440 1088.600 696.0 11.79 2.158 1090.758 0.00 3.963 6.00 12.00 1.50 0 0.00 �wr ANS STR 0.00435 .004383 0.35 1.50 11� 55741.13 1085.51 3.431 1088.941 696.0 11.83 2.173 1091.114 0.00 3.963 4.50 12.00 1.50 0 0.00 two 700.35 0.00440 .004404 3.08 3.431 1.50 sr NO= rw y CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 16 WATER SURFACE PROFILE LISTING oft 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO IV FILE: I10CHL11.ELM Ire REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ;TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER OM . /ELEM SO SF AVE HF NORM DEPTH ZR mm66441.48 1088.59 3.431 1092.025 696.0 11.83 2.173 1094.198 0.00 3.963 4.50 12.00 1.50 0 0.00 OW 263.88 0.00440 .004247 1.12 3.431 1.50 N u 6705.36 1089.76 3.501 1093.257 696.0 11.52 2.062 1095.319 0.00 3.963 4.50 12.00 1.50 0 0.00 �Ilf 100.77 0.00440 .003833 0.39 3.431 1.50 mm 6806.13 1090.20 3.631 1093.831 696.0 10.99 1.874 1095.705 0.00 3.963 4.50 12.00 1.50 0 0.00 ilANS STR 0.00443 .003084 0.22 1.50 4 16876.13 1090.51 3.963 1094.473 696.0 9.79 1.487 1095.960 0.00 3.963 5.50 12.00 1.50 0 0.00 OleAm23 a. NO NCT STR 0.00450 .001545 0.03 1.50 MO 56896.13 1090.60 5.339 1095.939 537.0 5.03 0.392 1096.331 0.00 3.412 5.50 12.00 1.50 0 0.00 om 36.35 0.00439 .000535 0.02 2.978 1.50 • 6932.48 1090.76 5.160 1095.919 537.0 5.27 0.432 1096.351 0.00 3.412 5.50 12.00 1.50 0 0.00 it 34.70 0.00439 .000610 0.02 2.978 1.50 "96967.18 1090.91 4.986 1095.898 537.0 5.53 0.475 1096.373 0.00 3.412 5.50 12.00 1.50 0 0.00 • 33.00 0.00439 .000695 0.02 2.978 1.50 Oft 7000.18 1091.06 4.817 1095.873 537.0 5.80 0.522 1096.395 0.00 3.412 5.50 12.00 1.50 0 0.00 Un 31.25 0.00439 .000793 0.02 2.978 1.50 rrr7031.43 1091.19 4.652 1095.845 537.0 6.08 0.574 1096.419 0.00 3.412 5.50 12.00 1.50 0 0.00 29.41 0.00439 .000905 0.03 2.978 1.50 57060.84 1091.32 4.492 1095.814 537.0 6.38 0.632 1096.446 0.00 3.412 5.50 12.00 1.50 0 0.00 oft 27.44 0.00439 .001032 0.03 2.978 1.50 011 57088.28 1091.44 4.337 1095.780 537.0 6.69 0.695 1096.475 0.00 3.412 5.50 12.00 1.50 0 0.00 ow 25.33 0.00439 .001178 0.03 2.978 1.50 ein NO i A.S.L. CONSULTING ENGINEERS F0515P PAGE 17 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO IV FILE: I10CHL11.ELM Om REVISED WATERSHEDS WITH STREET CAPACITY LIMITS mm STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR N ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 4111/ JELEM SO SF AVE HF NORM DEPTH ZR ************** **************************************************************** ** ********* * ** ***yr * * ***** * * * *, err *****,r,r, ****** **** ** .i7113.61 1091.55 4.187 1095.741 537.0 7.02 0.765 1096.506 0.00 3.412 5.50 12.00 1.50 0 0.00 OM 22.99 0.00439 .001345 0.03 2.978 1.50 mm ;7136.60 1091.65 4.040 1095.694 537.0 7.36 0.841 1096.535 0.00 3.412 5.50 12.00 1.50 0 0.00 IMF 19.53 0.00439 .001532 0.03 2.978 1.50 Om ,*17156.13 1091.74 3.905 1095.645 537.0 7.70 0.921 1096.566 0.00 3.412 5.50 12.00 1.50 0 0.00 mo 179.96 0.00200 .001745 0.31 3.694 1.50 1 47336.09 1092.10 3.767 1095.867 537.0 8.08 1.013 1096.880 0.00 3.412 5.50 12.00 1.50 0 0.00 • 274.11 0.00200 .001930 0.53 3.694 1.50 57610.20 1092.65 3.694 1096.342 537.0 8.29 1.067 1097.409 0.00 3.412 5.50 12.00 1.50 0 0.00 mm 555.93 0.00200 .001999 1.11 3.694 1.50 48166.13 1093.76 3.694 1097.454 537.0 8.29 1.067 1098.521 0.00 3.412 5.50 12.00 1.50 0 0.00 ✓ 25.00 0.00200 .001999 0.05 3.694 1.50 "18191.13 1093.81 3.694 1097.504 537.0 8.29 1.067 1098.571 0.00 3.412 5.50 12.00 1.50 0 0.00 • a YPRess JUNCT STR 0.00200 .001182 0.02 1.50 e•. 8211.13 1093.85 4.825 1098.675 378.0 4.07 0.258 1098.933 0.00 2.775 5.50 12.00 1.50 0 0.00 law TRANS STR 0.00200 .000562 0.28 1.50 Pm 1.8706.13 1094.84 3.970 1098.810 378.0 5.30 0.437 1099.247 0.00 2.775 4.50 12.00 1.50 0 0.00 - 81.12 0.00200 .000813 0.07 3.047 1.50 58787.25 1095.00 3.830 1098.832 378.0 5.56 0.480 1099.312 0.00 2.775 4.50 12.00 1.50 0 0.00 mw 81.93 0.00200 .000929 0.08 3.047 1.50 UM 58869.18 1095.17 3.694 1098.860 378.0 5.83 0.528 1099.388 0.00 2.775 4.50 12.00 1.50 0 0.00 mom • 84.08 0.00200 .001061 0.09 3.047 1.50 imm mw rrr m A.S.L. CONSULTING ENGINEERS F0515P PAGE 18 WATER SURFACE PROFILE LISTING 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO IV FILE: I10CHL11.ELM OM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ▪ ;TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR OW ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER w /ELEM SO SF AVE HF NORM DEPTH ZR 448953.26 1095.33 3.562 1098.896 378.0 6.12 0.581 1099.477 0.00 2.775 4.50 12.00 1.50 0 0.00 WO 88.57 0.00200 .001213 0.11 3.047 1.50 • 9041.83 1095.51 3.435 1098.946 378.0 6.42 0.639 1099.585 0.00 2.775 4.50 12.00 1.50 0 0.00 OW 97.90 0.00200 .001387 0.14 3.047 1.50 IMM 4 1095.71 3.311 1099.018 378.0 6.73 0.703 1099.721 0.00 2.775 4.50 12.00 1.50 0 0.00 mm 120.53 0.00200 .001587 0.19 3.047 1.50 49260.26 1095.95 3.190 1099.138 378.0 7.06 0.774 1099.912 0.00 2.775 4.50 12.00 1.50 0 0.00 wm 48.12 0.00200 .001725 0.08 3.047 1.50 59308.38 1096.04 3.158 1099.202 378.0 7.15 0.794 1099.996 0.00 2.775 4.50 12.00 1.50 0 0.00 D RAULIC JUMP 1.50 • 9308.38 1096.04 2.416 1098.460 378.0 10.01 1.556 1100.016 0.00 2.775 4.50 12.00 1.50 0 0.00 6+ 3.26 0.00200 .004621 0.02 3.047 1.50 '9311.64 1096.05 2.406 1098.457 378.0 10.07 1.573 1100.030 0.00 2.775 4.50 12.00 1.50 0 0.00 ern 21.90 0.00200 .005000 0.11 3.047 1.50 PO 9333.54 1096.10 2.314 1098.409 378.0 10.56 1.730 1100.139 0.00 2.775 4.50 12.00 1.50 0 0.00 w 22.59 0.00200 .005738 0.13 3.047 1.50 Yr19356.13 1096.14 2.226 1098.366 378.0 11.07 1.903 1100.269 0.00 2.775 4.50 12.00 1.50 0 0.00 w 4.46 0.00200 .006216 0.03 3.047 1.50 S y y8 59360.59 1096.15 2.209 1098.358 378.0 11.18 1.939 1100.297 0.00 2.775 fi-h9 12.00 1.50 0 0.00 on 22.83 0.00200 .006767 0.15 3.047 1.50 MO y,38 59383.42 1096.19 2.124 1098.319 378.0 11.72 2.133 1100.452 0.00 2.775 14.1!0 12.00 1.50 0 0.00 w.i mm 22.71 0.00200 .007772 0.18 3.047 1.50 Oft 1110 am, tiCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 19 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO IV FILE: I10CHL11.ELM Ow REVISED WATERSHEDS WITH STREET CAPACITY LIMITS PIM TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER am /ELEM SO SF AVE HF NORM DEPTH 2R y2q v49406.13 1096.24 2.041 1098.281 378.0 12.29 2.347 1100.628 0.00 2.775 Jrd0 12.00 1.50 0 0.00 VP 32.72 0.01150 .007816 0.26 1.860 1.50 mm 9438.85 1096.62 2.116 1098.732 378.0 11.77 2.151 1100.883 0.00 2.775 12.00 1.50 0 0.00 MO 23.81 0.01150 .006850 0.16 1.860 1.50 "' 40 1( 09462.66 1096.89 2.201 1099.091 378.0 11.22 1.956 1101.047 0.00 2.775 4-517 12.00 1.50 0 0.00 - 16.28 0.01150 .005967 0.10 1.860 1.50 .97 49478.94 1097.08 2.289 1099.366 378.0 10.70 1.778 1101.144 0.00 2.775 Q 12.00 1.50 0 0.00 am 11.25 0.01150 .005200 0.06 1.860 1.50 3.43 59490.19 1097.21 2.380 1099.587 378.0 10.20 1.616 1101.203 0.00 2.775 /15111 12.00 1.50 0 0.00 iNn 7.63 0.01150 .004533 0.03 1.860 f 1.50 imp �. ▪ 9497.82 1097.29 2.473 1099.767 378.0 9.73 1.469 1101.236 0.00 2.775 041?111 12.00 1.50 0 0.00 Nr 4.85 0.01150 .003953 0.02 1.860 1.50 187 '"''502.67 1097.35 2.570 1099.920 378.0 9.27 1.336 1101.256 0.00 2.775 f✓.SU 12.00 1.50 0 0.00 irrr 2.64 0.01150 .003448 0.01 1.860 1.50 PP 3 8'6 9505.31 1097.38 2.671 1100.052 378.0 8.84 1.214 1101.266 0.00 2.775 fi!rt 12.00 1.50 0 0.00 ow PO 0.82 0.01150 .003007 0.00 1.860 1.50 x.86 MI9506.13 1097.39 2.775 1100.165 378.0 8.43 1.103 1101.268 0.00 2.775 l...& 12.00 1.50 0 0.00 WINCT S1'R 0.01150 .001502 0.03 1.50 59526.13 1097.62 3.985 1101.605 197.0 2.75 0.117 1101.722 0.00 1.871 � 12.00 1.50 0 0.00 mm 11.40 0.01150 .000218 0.00 1.275 1.50 ow 3.72 59537.53 1097.75 3.844 1101.595 197.0 2.88 0.129 1101.724 0.00 1.871 4O 12.00 1.50 0 0.00 am lig 10.97 0.01150 .000249 0.00 1.275 1.50 rrr mm mi CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 20 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO IV FILE: I1OCHL11.ELM Oo REVISED WATERSHEDS WITH STREET CAPACITY LIMITS 111 ;TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ./ELEM SO SF AVE HF NORM DEPTH 2R • ****....**************.***...**.***********.******, r, r*•********** w* **r*** * * *,t****w*** ** ** **t,t,t, **** r * * * *..v....r * * *,t.......* * *** * 9.6g m59548.50 1097.88 3.708 1101.585 197.0 3.03 0.142 1101.727 0.00 1.871 frfSO 12.00 1.50 0 0.00 to 10.51 0.01150 .000284 0.00 1.275 1.50 PM 3'3 9559.01 1098.00 3.576 1101.574 197.0 3.17 0.156 1101.730 0.00 1.871 12.00 1.50 0 0.00 10.08 0.01150 .000325 0.00 1.275 1.50 11 09569.09 1098.11 3.448 1101.562 197.0 3.33 0.172 1101.734 0.00 1.871 12.00 1.50 0 0.00 ew+ 9.63 0.01150 .000371 0.00 1.275 1.50 41 59578.72 1098.22 3.323 1101.548 197.0 3.49 0.189 1101.737 0.00 1.871 90 12.00 1.50 0 0.00 on 9.18 0.01150 .000424 0.00 1.275 1.50 oo ssi 59587.90 1098.33 3.203 1101.533 197.0 3.66 0.208 1101.741 0.00 1.871 A-50 12.00 1.50 0 0.00 moo 8.72 0.01150 .000486 0.00 1.275 1.50 NW 49596.62 1098.43 3.086 1101.517 197.0 3.84 0.229 1101.746 0.00 1.871 /150 12.00 1.50 0 0.00 le 8.25 0.01150 .000557 0.00 1.275 1.50 9.16 " 1098.53 2.973 1101.499 197.0 4.03 0.252 1101.751 0.00 1.871 f6411T 12.00 1.50 0 0.00 low 7.79 0.01150 .000637 0.00 1.275 1.50 mm 3.Yo 9612.66 1098.62 2.863 1101.478 197.0 4.22 0.277 1101.755 0.00 1.871 .4 12.00 1.50 0 0.00 rr 7.29 0.01150 .000730 0.01 1.275 1.50 ow 3.37 11119619.95 1098.70 2.757 1101.456 197.0 4.43 0.305 1101.761 0.00 1.871 y�.Jd 12.00 1.50 0 0.00 ow 6.79 0.01150 .000836 0.01 1.275 1.50 . 1 33z1 59626.74 1098.78 2.654 1101.431 197.0 4.65 0.335 1101.766 0.00 1.871 12.00 1.50 0 0.00 3.01 0.01150 .000924 0.00 1.275 1.50 Ir11 33 59629.75 1098.81 2.605 1101.417 197.0 4.75 0.351 1101.768 0.00 1.871 12.00 1.50 0 0.00 .w & RAULIC JUMP 1.50 rw oo mm rr Pm moCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 21 WATER SURFACE PROFILE LISTING mw 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO IV FILE: I1OCHL11.ELM AM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS NATION INVERT DEPTH N.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR MO ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER . ▪ /ELEM SO SF AVE HF NORM DEPTH ZR 333 09629.75 1098.81 1.275 1100.087 197.0 11.11 1.915 1102.002 0.00 1.871 12.00 1.50 0 0.00 OM 76.38 0.01150 .011482 0.88 1.275 1.50 ▪ 9706.13 1099.69 1.276 1100.966 197.0 11.09 1.911 1102.877 0.00 1.871 12.00 1.50 0 0.00 MM TRANS STR 0.01000 .011482 0.01 1.50 10 9707.13 1099.70 1.275 1100.975 197.0 11.11 1.915 1102.890 0.00 1.871 3.00 12.00 1.50 0 0.00 up 171.57 0.01148 .011501 1.97 1.275 1.50 1 49878.70 1101.67 1.275 1102.945 197.0 11.11 1.915 1104.860 0.16 1.871 3.00 12.00 1.50 0 0.00 8.21 0.01150 .011501 0.09 1.275 1.50 OM 59886.91 1101.76 1.275 1103.039 197.0 11.11 1.915 1104.954 0.16 1.871 3.00 12.00 1.50 0 0.00 OM 155.20 0.01150 .010774 1.67 1.275 1.50 0042.11 1103.55 1.326 1104.876 197.0 10.62 1.751 1106.627 0.00 1.871 3.00 12.00 1.50 0 0.00 WI 23.91 0.01158 .009770 0.23 1.272 1.50 *'0066.02 1103.83 1.348 1105.175 197.0 10.42 1.685 1106.860 0.00 1.871 3.00 12.00 1.50 0 0.00 INS 35.35 0.01158 .008861 0.31 1.272 1.50 ▪ 0101.37 1104.24 1.406 1105.642 197.0 9.93 1.532 1107.174 0.00 1.871 3.00 12.00 1.50 0 0.00 MM 20.53 0.01158 .007685 0.16 1.272 1.50 mm 010121.90 1104.47 1.465 1105.939 197.0 9.47 1.393 1107.332 0.00 1.871 3.00 12.00 1.50 0 0.00 Pm 13.25 0.01158 .006667 0.09 1.272 1.50 illl 60135.15 1104.63 1.527 1106.154 197.0 9.03 1.266 1107.420 0.00 1.871 3.00 12.00 1.50 0 0.00 mm 8.85 0.01158 .005786 0.05 1.272 1.50 60144.00 1104.73 1.590 1106.320 197.0 8.61 1.151 1107.471 0.00 1.871 3.00 12.00 1.50 0 0.00 OM it 5.87 0.01158 .005024 0.03 1.272 1.50 w MM w me gem YriCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 22 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA SCENARIO IV FILE: I10CHL11.ELM Wm REVISED WATERSHEDS WITH STREET CAPACITY LIMITS mw >TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR kW ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER I . /ELEM SO SF AVE HF NORM DEPTH ZR ww60149.87 1104.80 1.657 1106.455 197.0 8.21 1.046 1107.501 0.00 1.871 3.00 12.00 1.50 0 0.00 3.68 0.01158 .004365 0.02 1.272 1.50 pm ,0153.55 1104.84 1.725 1106.565 197.0 7.83 0.951 1107.516 0.00 1.871 3.00 12.00 1.50 0 0.00 ski 1.98 0.01158 .003792 0.01 1.272 1.50 pop " 1104.86 1.796 1106.659 197.0 7.46 0.865 1107.524 0.00 1.871 3.00 12.00 1.50 0 0.00 ww 0.60 0.01158 .003294 0.00 1.272 1.50 0156.13 1104.87 1.871 1106.741 197.0 7.11 0.785 1107.526 0.00 1.871 3.00 12.00 1.50 0 0.00 pa 5.64 0.00199 .002862 0.02 2.115 1.50 irrr 60161.77 1104.88 1.947 1106.828 197.0 6.78 0.714 1107.542 0.00 1.871 3.00 12.00 1.50 0 0.00 VW 28.43 0.00199 .002490 0.07 2.115 1.50 kW 40190.20 1104.94 2.026 1106.964 197.0 6.46 0.649 1107.613 0.00 1.871 3.00 12.00 1.50 0 0.00 me 132.09 0.00199 .002167 0.29 2.115 1.50 1° '∎0322.29 1105.20 2.108 1107.309 197.0 6.16 0.590 1107.899 0.00 1.871 3.00 12.00 1.50 0 0.00 m 229.99 0.00199 .002005 0.46 2.115 1.50 ww 0552.28 1105.66 2.115 1107.775 197.0 6.14 0.585 1108.360 0.00 1.871 3.00 12.00 1.50 0 0.00 Ike 95.17 0.00199 .001993 0.19 2.115 1.50 ow IIN60647.45 1105.85 2.115 1107.965 197.0 6.14 0.585 1108.550 0.02 1.871 3.00 12.00 1.50 0 0.00 PP 22.60 0.00204 .001994 0.05 2.102 1.50 kW 60670.05 1105.90 2.115 1108.011 197.0 6.14 0.585 1108.596 0.02 1.871 3.00 12.00 1.50 0 0.00 mm DRAULIC JUMP 1.50 60670.05 1105.90 1.645 1107.541 197.0 8.28 1.064 1108.605 0.04 1.871 3.00 12.00 1.50 0 0.00 ins Ir 9.32 0.00204 .005037 0.05 2.102 1.50 wp rrr Oft MO wo tiCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 23 WATER SURFACE PROFILE LISTING o n 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO IV FILE: I10CHL11.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS • TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR M ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER .14 /ELEM SO SF AVE HF NORM DEPTH ZR w 0160679.37 1105.91 1.598 1107.513 197.0 8.56 1.138 1108.651 0.04 1.871 3.00 12.00 1.50 0 0.00 13.60 0.00204 .005687 0.08 2.102 1.50 um 0692.97 1105.94 1.534 1107.477 197.0 8.98 1.252 1108.729 0.05 1.871 3.00 12.00 1.50 0 0.00 iO 14.01 0.00204 .006552 0.09 2.102 1.50 oft 0706.98 1105.97 1.472 1107.443 197.0 9.42 1.377 1108.820 0.05 1.871 3.00 12.00 1.50 0 0.00 __ 14.15 0.00204 .007552 0.11 2.102 1.50 721.13 1106.00 1.413 1107.413 197.0 9.88 1.514 1108.927 0.13 1.871 3.00 12.00 1.50 0 0.00 oft 10.88 0.01400 .007614 0.08 1.204 1.50 it 60732.01 1106.15 1.465 1107.617 197.0 9.47 1.393 1109.010 0.12 1.871 3.00 12.00 1.50 0 0.00 w:r AIM 8.87 0.01400 .006667 0.06 1.204 1.50 • 0740.88 1106.28 1.527 1107.803 197.0 9.03 1.266 1109.069 0.11 1.871 3.00 12.00 1.50 0 0.00 6.24 0.01400 .005786 0.04 1.204 1.50 04 0747.12 1106.36 1.590 1107.954 197.0 8.61 1.151 1109.105 0.10 1.871 3.00 12.00 1.50 0 0.00 Me 4.28 0.01400 .005024 0.02 1.204 1.50 D751.40 1106.42 1.657 1108.081 197.0 8.21 1.046 1109.127 0.09 1.871 3.00 12.00 1.50 0 0.00 2.75 0.01400 .004365 0.01 1.204 1.50 �wr AM0754.15 1106.46 1.725 1108.187 197.0 7.83 0.951 1109.138 0.08 1.871 3.00 12.00 1.50 0 0.00 *f+ 1.51 0.01400 .003792 0.01 1.204 1.50 60755.66 1106.48 1.796 1108.279 197.0 7.46 0.865 1109.144 0.08 1.871 3.00 12.00 1.50 0 0.00 P► 0.47 0.01400 .003294 0.00 1.204 1.50 MO 60756.13 1106.49 1.871 1108.361 197.0 7.11 0.785 1109.146 0.00 1.871 3.00 12.00 1.50 0 0.00 UP ST QA 41110CT STR 0.01379 .001975 0.07 1.50 ew it wed rr. 40CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 24 WATER SURFACE PROFILE LISTING 00 100 YEAR.AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA SCENARIO IV FILE: I10CHL11.ELM de REVISED WATERSHEDS WITH STREET CAPACITY LIMITS TATION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ail /ELEM SO SF AVE HF NORM DEPTH ZR 40789.49 1106.95 3.049 1109.999 57.0 2.62 0.107 1110.106 0.00 0.941 2.00 11.00 0.00 0 0.00 MIDGE EXIT 0.00 1111 0789.49 1106.95 3.049 1109.999 57.0 2.92 0.133 1110.132 0.00 1.003 2.00 11.00 0.00 1 1.00 176.80 0.00594 .001229 0.22 0.912 0.00 e�w 4 00966.29 1108.00 2.216 1110.216 57.0 2.92 0.133 1110.349 0.00 1.003 2.00 11.00 0.00 1 1.00 i ENTRANCE 0.00 !0966.29 1108.00 2.255 1110.255 57.0 2.62 0.107 1110.362 0.00 0.941 2.00 11.00 0.00 0 0.00 "M ANS STR 0.00101 .000548 0.39 0.00 JO 61671.45 1108.71 1.986 1110.696 57.0 1.92 0.057 1110.753 0.00 0.856 3.00 12.00 1.50 0 0.00 ew um me �r1 a.. aw ONO WO tr MO NM MO MITI MO Yr 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA sir SCENARIO IV FILE: I10CHL11.ELM Off REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ww, 36438.00 .I CWHE R 36486.81 . 36535.61 .I CWHE . R 00 36584.42 .I CW X TX 36633.23 .I CXE ▪ JX gay 36682.04 .I CXE R 36730.84 . tit 36779.65 . I CX E . R IR 36828.46 . I CX E ▪ TX 36877.27 . IBBBBCX E ▪ BX 0 36926.07 . I CX E . R 36974.88 . IBBBBCX E . BE """a 37023.69 . I CX E • TX No 37072.50 . I C HX TX 37121.30 . 0.037170.11 . 37218.92 37267.73 . 37316.53 . 37365.34 . 0%37414.15 . 37462.96 . 1m 37511.76 . 37560.57 . 37609.38 . 37658.19 . 37706.99 . 00 37755.80 . 37804.61 . OM 37853.42 . O 37902.22 . 37951.03 . 0 . 37999.84 38048.65 . Mr 38097.45 . 38146.26 . 411.0 38195.07 . 00 38243.88 . I CX E R 38292.68 . we 38341.49 . 38390.30 . I XHE R 38439.11 . III 38487.91 . 38536.72 . I XHE R 60 38585.53 . 38634.34 . UPI 38683.14 . I XHE . JX ..38731.95 . 38780.76 . • 38829.56 . I CWHE . TX 38878.37 MI 38927.18 . me 38975.99 . mm Onnk g 39024.79 . • 39073.60 . • u m 39122.41 . 39171.22 . • 39220.02 . • 39268.83 . • 46 39317.64 . • - 39366.45 . 39415.25 . wwr 39464.06 . gg 39512.87 . 39561.68 . m 39610.48 . 1 , 39659.29 . 39708.10 . sw 39756.91 . 39805.71 . 61039854.52 . 39903.33 . . 39952.14 40000.94 . MO 40049.75 . 0 . ' 40098.56 . 40147.37 . MO 40196.17 . 40244.98 . eye 40293.79 . 40342.60 . 40391.40 . 010 40440.21 40489.02 . I X E ▪ 40537.83 I XWE . R am 40586.63 . 40635.44 . I XWE . R MO 40684.25 . 40733.06 . " . I XWE R • 40830.67 . 40879.48 . I CX E . R 0 ., 40928.29 . 40977.09 . too 41025.90 . I X E R 41074.71 . NOM 41123.51 . 11141172.32 41221.13 . I X E . R m641269.94 . mw 41318.74 . 41367.55 I XHE . R reA 41416.36 41465.17 . • MO41513.97 . • 41562.78 . ' 8.41660.40 41709.20 ow 41758.01 . 41806.82 . I X E JX 11111 41855.63 . I XWE . R wim 41904.43 um mom l 41953.24 . I CXE . R 42002.05 . - 42050.86 . 42099.66 . I CXE R mm 42148.47 . 42197.28 . I CXE . R ftle 42246.09 . • 42294.89 . 42343.70 . I X E R "' 42392.51 . 42441.32 . 42490.12 . I X E R 400 42538.93 . 42587.74 . IYr 42636.55 . I XHE R 42685.35 . I XHE R em 42734.16 . I XHE R • 42782.97 . I XHE R 42831.78 . I WX E R Pm 42880.58 . Mom 42929.39 . I WX E R 42978.20 . I WX E R OM 43027.01 . I WX E R 43075.81 . • 43124.62 . I WX E . JX 43173.43 . I W CH E . TX mm 43222.24 . I WX E R eiv 43271.04 43319.85 . 00 43368.66 . 43417.46 . MO 43466.27 . 43515.08 . mm 43563.89 . I W X E R 11r 43612.69 . 43661.50 . Am 43710.31 43759.12 . mm 43807.92 . I WX E R 43856.73 . mom 43905.54 . • 43954.35 . I WX E R 44003.15 . I X E . TX 44051.96 . to 44100.77 . 44149.58 . I XHE TX 0m 44198.38 . 44247.19 . 4. 44296.00 44344.81 . I WC HE . TX mit 44393.61 . I WC HE . TX MO 44442.42 . IBBWX E BX 44491.23 . IBBBX E BX •O ' 44540.04 . I X E . R ill 44588.84 . IBBBXW E BE 44637.65 . I XW E JX 00 44686.46 . I X X . TX 44735.27 . I XC E R MM 44784.07 . 44832.88 . mm um raw m 44881.69 . I XC E . R 44930.50 . we 44979.30 . 45028.11 . 45076.92 . rw 45125.73 . 45174.53 . I WX E R all 45223.34 . 45272.15 . 41111 45320.96 . em 45369.76 . 45418.57 . i 45467.38 . 45516.19 . 00 45564.99 . 45613.80 . I XC E R 45662.61 . OP 45711.41 . 45760.22 . "" 45809.03 . I X E JX 45857.84 . I WX E R 45906.64 . I WX E . R 45955.45 . am 46004.26 . 1 WX E R gig 46053.07 I W X E . TX 46101.87 . 46150.68 . o,/ 46199.49 . I XC E R 46248.30 I X C E R Aw 46297.10 46345.91 . I ' 46394.72 . 46443.53 . 46492.33 . IW 46541.14 . 46589.95 . +"" 46638.76 . 46687.56 . IN 46736.37 . I XC E R 0 , 46785.18 . 46833.99 . • 46882.79 . 46931.60 . I WHC E . R 46980.41 . ■y 47029.22 . I WHC E R 47078.02 . I XC E R • 47126.83 . I XC E R 47175.64 . I XC E ▪ JX 47224.45 . I WHC E R 47273.25 . I XC E R 47322.06 . I XC E . TX 47370.87 . 47419.68 "47468.48 . 47517.29 . 47566.10 . I XHE R ew 47614.91 . 47663.71 . I CXE ▪ R 47712.52 . ew 47761.33 . IMO i1n 47810.14 . 47858.94 . 1 X E R "Ow 47907.75 . 47956.56 . kW 48005.36 . • 48054.17 . • 48102.98 . • Ul 48151.79 . 48200.59 . • 41. 48249.40 . • 48298.21 . 48347.02 . in 48395.82 . 48444.63 48493.44 . I XHE JX PO 48542.25 . I CXE R 48591.05 . I CXE R 1111 48639.86 . I CXE . R 48688.67 . I CXE . R in 48737.48 . I WCHE . R • 48786.28 . I WCHE . TX 48835.09 . I WX E . R 48883.90 . Min 48932.71 . 48981.51 . 49030.32 . II 49079.13 . Mw 49127.94 . 49176.74 . as 49225.55 . 49274.36 . I WX E R 49323.17 . 49371.97 . 49420.78 . ISO 49469.59 . 49518.40 . ow 49567.20 . 49616.01 . MW 49664.82 . 49713.63 . 49762.43 I WX E R err 49811.24 . I WX E . JX 49860.05 . I WX E R 49908.86 . 1 49957.66 . 50006.47 . N 50055.28 . 50104.09 I WX E TX 50152.89 . +m 50201.70 . • 50250.51 . • 211 50299.31 . • 50348.12 . ^ "50396.93 . X1150445.74 . I WX E . TX 50494.54 . ow 50543.35 . 50592.16 . I XX R 50640.97 . I XX R 50689.77 . I XX Now R um IMP w 50738.58 . 50787.39 . I CXE R um 50836.20 . 50885.00 . sr 50933.81 . ma 50982.62 . 51031.43 . I XX R 51080.23 . 51129.04 """ 51177.85 . o 51226.66 . I XX R 51275.46 . I XX JX ,Aug 51324.27 . I CXE R 51373.08 . I CXE R 51421.89 . I CXE R 51470.69 51519.50 . I CWX R ma 51568.31 . 51617.12 """ 51665.92 . I XX R 51714.73 . 51763.54 . 1 XX R 51812.35 . I XX R 51861.15 . III 51909.96 . 51958.77 . I XX R 52007.58 og 52056.38 . I CX R 52105.19 . INN 52154.00 . 52202.81 . ON 52251.61 52300.42 . OR 52349.23 . I XX R siW 52398.04 . 52446.84 . f"" 52495.65 . 52544.46 52593.26 . • 52642.07 . I XX . JX 52690.88 . I CX . TX 4 " 52739.69 . I CXE . R 52788.49 . I CxE . R 52837.30 . I XX R go 52886.11 . 52934.92 . MIN 52983.72 . loW 53032.53 . I XX R 53081.34 . I XX R ,ww 53130.15 . I XX R 53178.95 . IWCX R W 53227.76 . IWCX R 53276.57 . IWCX R "53325.38 . IWCX R 53374.18 . IWCHE . R 53422.99 . IWCHE R • 53471.80 . IWCHE R 53520.61 . IWCHE . R 53569.41 . IWCH E . TX ..0 53618.22 . I X E . R tor 00 53667.03 . 53715.84 . ma 53764.64 . I WX E . R OM 53813.45 . I X E R 53862.26 . __ 53911.07 . I XHE R 53959.87 . 1 WXE R 00 54008.68 . I WXE . R 54057.49 . I XE R 54106.30 . I XE . JX • 54155.10 . I WCH E . TX 54203.91 . I WX E R pe 54252.72 . I WX E . R 54301.53 MN 54350.33 . 54399.14 . OM 54447.95 . M . 54545.56 . '"" 54594.37 . Id 54643.18 . 54691.99 . Am 54740.79 . I WX E . R 54789.60 . MO 54838.41 . 54887.21 . mft 54936.02 . 40 54984.83 . I WX E R 55033.64 . .1 55082.44 . AO 55131.25 . 1 WX E . R 55180.06 . I X E . R 55228.87 . I WXE . R 55277.67 . I WXE . R 10 55326.48 . I WXE . R 55375.29 . I XE . R 4 " 55424.10 . I XE . R 1r 55472.90 . I XE . JX 55521.71 . I XX . TX 0055570.52 . I XHE . TX 55619.33 . IBBWCHE . BX 55668.13 . I XHE . R 55716.94 . I XHE . R 55765.75 . IBBXHE . BE r1 55814.56 . I WCH E TX 55863.36 . I XX . JX . 55912.17 . I CWX R 1 55960.98 . I CWX . R 56009.79 . I XX R 56058.59 . I XX . R 56107.40 . I XX . R M* 56156.21 . I XEH . R 56205.02 . I WCEH . R wM 56253.82 . I WCEH . R 0056302.63 . I X X . TX 56351.44 . I WXE . R wu 56400.25 . 56449.05 . I XHE . R 56497.86 . 56546.67 . wr 56595.48 . 56644.28 . om 56693.09 . 56741.90 . I XHE . R mo 56790.71 . PM 56839.51 . I WXE . TX 56888.32 . I XX . JX Iw 56937.13 . I C x . R 56985.94 . I CX . R M" 57034.74 . I CX . R 00 57083.55 . I CXH . R 57132.36 . I CXH . R op 57181.16 . I CWX . R 57229.97 . I CWX R 57278.78 . I CWX . R oo 57327.59 . I CWX . R 57376.39 . I CWX . R • 57425.20 . I XX . R 57474.01 ww 57522.82 . 57571.62 57620.43 . I xEH . R 57669.24 . 57718.05 110 57766.85 . 57815.66 . 57864.47 • 57913.28 57962.08 !w 58010.89 . 58059.70 . mm 58108.51 58157.31 . owl 58206.12 . I XEH . R irr 58254.93 . I XEH . JX 58303.74 I CWX . TX "'" 58352.54 . 58401.35 . 58450.16 . ,,„„ 58498.97 58547.77 . " 58596.58 . 58645.39 . owl 58694.20 4.0 58743.00 . I CX . R 58791.81 . I CX . R on 58840.62 . MO 58889.43 . I cx . R 58938.23 . no 58987.04 . I CX . R 59035.85 WI 59084.66 I CXH . R 59133.46 "59182.27 . I CXH . R 00 59231.08 . 59279.89 I CXH R 00159328.69 . I XX . R 59377.50 . I WCX . R ow 59426.31 . I WCX R A 59475.11 . I WCX R urr 59523.92 . I WCX . R 59572.73 . I WCX . R Oa 59621.54 . 1 WCX . R i 59670.34 . I WCX . R 59719.15 . IWCX . R w 59767.96 . I XEH . R 59816.77 . I X X . R OW 59865.57 . I WCX . R 59914.38 . I WCX . R 4*0 59963.19 . I WCX . R t 60012.00 . I XX . R 60060.80 . I XX . JX an 60109.61 . IC X . R 60158.42 . IC X . R SOO 60207.23 . IC XH . R 60256.03 . IC XH . R 60304.84 . I CXH . R KIN 60353.65 . I CXH . R 60402.46 . I CXH . R """ 60451.26 . I CXH . R 60500.07 . I CXH . R 60548.88 . I CXH . R w 60597.69 . I CXH . R 60646.49 . I CXH . R • 60695.30 . ICXH R 60744.11 . IXEH . R • 60792.92 . IWCEH . TX ad 60841.72 . IWCX . R 60890.53 . IWCX . R so 60939.34 . IWCX . R 60988.15 . IXX . R OW 61036.95 . IXX . R w. 61085.76 . IWCX . R 61134.57 . I XX . R MN 61183.38 . I XX . R 61232.18 . IXX . R ' 61280.99 . IXX . R Wt 61329.80 . IXX . R 61378.61 . IXX . R , 61427.41 . IXX . R 61476.22 . IXX . R err 61525.03 . IXX . R 61573.84 . I XH . R MIN 61622.64 . I XX . R /a 61671.45 . IXX . R wr 994.21 1005.96 1017.71 1029.46 1041.21 1052.96 1064.71 1076.46 1088.21 1099.96 1111.71 ww OT E S Of GLOSSARY I = INVERT ELEVATION !w' C = CRITICAL DEPTH , W = WATER SURFACE ELEVATION H = HEIGHT OF CHANNEL am E = ENERGY GRADE LINE X = CURVES CROSSING OVER U m B = BRIDGE ENTRANCE OR EXIT w Y = WALL ENTRANCE OR EXIT w+ * STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY MO OM SP 1111 ws •w 11rr i1M al Al1� wr +Ir1 ISM NMI 1r1 ■ew it MO ww IMO up W111 (1111 MW 011 ww ASL Consulting Engineers SHEET NO �F ENGINEER c L DATE JOB NO. BY SUBJECT SCEMAQr0 IT OMR TOPPI AK. 1ZBAd k6S CHECKED BY OFFICE . - ELEPHONE IzeAc k ZOAAITH STA. To sTA. err) .So(N SFI/4-� 7a e4:4 tit L �-� K. 3dy .37_A - 37032 ►3 59Y /3 - /7//: ‘96.-o vPsr( « or '1 't illr- Lf /7 D - y 2293. q2. 5o QZ vP s7 cA 610;-� 3 ,°tat/ANA �I71 /9 — 97/ c y 23 DOcVN s1(1EM D 't 7o -- q2 "� 2 2 16: SD UPsweletr vi o r= /z-94H 4 57 - 2 75.76 20.3Z/ ups W op• - / 4 yy62 &g3 552 y/ - 5 q6' 20. ao Docugsra691 of arm us 5'7526; I3 5 95 o cr 2, S. C( UPsre26 or xi/v 6:0773,Y2- 6l /07.f/ 33%s7 vpgriexpvt o s c:'12.r2A PM I. PM is 100 YEAR AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # IV FILENAME: SCEN4.XLS mu REVISED WATERSHEDS WITH STREET CAPACITY LIMITS SI STATION LENGTH STREET FREEBOARD* CALTRANS** SECTION FREEBOARD FREEBOARD HGTxBASExZ ENCROACHMENT MI 48470.42 HEMLOCK OT 1.5 6.0 X 20.0 X 1.5 - 20 In 48490.42 OT 1.5 6.0 X 20.0 X 1.5 -- WM 46.8 48537.22 0.0 1.5 5.7 X 20.0 X 1.5 1.5 to 213.2 rrs 48750.42 0.7 1.0 4.5 X 20.0 X 1.5 0.3 503.06 I 49253.48 0.7 1.0 4.5 X 20.0 X 1.5 0.3 496.94 WO 49750.42 0.6 1.0 4.5 X 20.0 X 1.5 0.4 rie 25 49775.42 0.5 1.0 4.5 X 20.0 X 1.5 0.5 um 20 1. 49795.42 BEECH 0.7 1.5 4.5 X 20.0 X 1.5 0.8 297.74 Jo 50093.16 1.2 0.8 4.5 X 20.0 X 1.5 - Wig 347.26 50440.42 1.1 0.9 4.0 X 20.0 X 1.5 - - 150 es 50590.42 1.1 0.8 3.8 X 50.0 X 1.5 - 18.82 mu 50609.24 0.9 0.8 3.8 X 50.0 X 1.5 --- so 13.11 50622.35 0.5 1.2 3.8 X 50.0 X 1.5 0.7 ma 121.51 50743.86 0.8 0.8 3.8 X 50.0 X 1.5 - rrr 240.77 so 50984.63 0.8 0.8 3.8 X 50.0 X 1.5 - 208.4 m` 51193.03 0.4 1.2 3.8 X 50.0 X 1.5 0.8 42.39 vs 51235.42 0.8 0.8 3.8 X 50.0 X 1.5 - or 20 me 51255.42 ELM 0.1 1.0 3.8 X 50.0 X 1.5 0.9 20.34 mil 51275.76 0.0 0.8 3.8 X 50.0 X 1.5 0.8 30.42 Inn 51306.18 0.2 0.8 3.8 X 50.0 X 1.5 0.6 • 101.99 51408.17 0.3 0.8 3.8 X 50.0 X 1.5 0.5 VW 103.54 lir 51511.71 0.5 0.8 3.8X50.0 X1.5 0.3 108.06 AIM alir "'M * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). VW ** FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 1 of 7 AIM OW IOW Jim 100 YEAR AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # IV FILENAME: SCEN4.XLS NW REVISED WATERSHEDS WITH STREET CAPACITY LIMITS r STATION LENGTH STREET FREEBOARD* CALTRANS** SECTION FREEBOARD FREEBOARD HGTxBASExZ ENCROACHMENT mm 51619.77 0.6 0.8 3.8X50.OX1.5 0.2 118.83 III 51738.60 0.7 0.8 3.8 X 50.0 X 1.5 0.1 47.51 mum 51786.11 0.6 0.9 3.8X50.0 X1.5 0.3 MN 167.49 mm 51953.60 0.8 0.9 3.8 X 50.0 X 1.5 0.1 71.83 Or 52025.43 0.6 1.0 3.8 X 50.0 X 1.5 0.4 sir 289.42 52314.85 0.7 1.1 3.8 X 50.0 X 1.5 0.4 or 320.57 ow 52635.42 1.0 0.7 3.8 X 50.0 X 1.5 - 20 r 52655.42 POPLAR 0.3 0.8 3.8 X 50.0 X 1.5 0.5 45 mum 52700.42 0.7 0.8 3.8 X 40.0 X 1.5 0.1 irr 27.1 52727.52 0.7 0.8 3.8 X 40.0 X 1.5 0.1 "M 70.73 IS 52798.25 0.7 0.8 3.8 X 40.0 X 1.5 0.1 195.18 °r 52993.43 0.8 0.8 3.8 X 40.0 X 1.5 - - 0 52993.43 1.5 0.6 3.8 X 40.0 X 1.5 ** 6.7 Iirf 53000.13 1.5 0.6 3.8 X 40.0 X 1.5 - 24.39 POI 53024.52 1.6 0.5 3.8 X 40.0 X 1.5 or 25.19 53049.71 1.7 0.5 3.8 X 40.0 X 1.5 - NMI 25.35 53075.06 1.8 0.5 3.8 X 40.0 X 1.5 25.1 w 53100.16 1.9 0.5 3.8 X 40.0 X 1.5 - 24.59 r 53124.75 2.0 0.5 3.8 X 40.0 X 1.5 --- 23.91 rim 53148.66 2.1 0.4 3.8 X 40.0 X 1.5 - r 23.12 Ow 53171.78 2.1 0.4 3.8X40.0 X1.5 - 22.27 r 53194.05 2.2 0.4 3.8 X 40.0 X 1.5 - 21.37 w. MI W" * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). um ** FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 2 of 7 MIMI NW OW Ur 100 YEAR AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # IV FILENAME: SCEN4.XLS ■• REVISED WATERSHEDS WITH STREET CAPACITY LIMITS rig STATION LENGTH STREET FREEBOARD" CALTRANS" SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT 53215.42 2.3 0.4 3.8 X 40.0 X 1.5 - AM 175 iill 53390.42 1.0 1.0 5.0 X 12.0 X 1.5 - -- um 343.06 53733.48 0.8 1.0 5.O X 12.0 X 1.5 0.2 OW 60.13 53793.61 0.8 1.1 5.O X 12.0 X 1.5 0.3 w 91.59 rrtt 53885.20 0.6 1.1 5.0 X 12.0 X 1.5 0.5 11.58 Oil 53896.78 0.6 1.1 5.0 X 12.0 X 1.5 0.5 WO 37.23 53934.01 0.4 1.1 5.0 X 12.0 X 1.5 0.7 MI 16.86 • 53950.87 0.3 1.2 5.0 X 12.0 X 1.5 0.9 4.55 'ia 53955.42 0.1 1.3 5.0 X 12.0 X 1.5 1.2 • 20 53975.42 CATAWBA 2.0 0.7 5.0 X 12.0 X 1.5 - w 15 WO 53990.42 1.3 0.8 4.5 X 12.0 X 1.5 - 260.1 we 54250.52 1.3 0.8 4.5 X 12.0 X 1.5 w o 446.43 54696.95 1.2 0.8 4.5 X 12.0 X 1.5 - WI 281.84 54978.79 1.1 0.8 4.5 X 12.0 X 1.5 - 106.63 55085.42 1.0 0.9 4.5 X 12.0 X 1.5 - um 59.39 "' 55144.81 0.8 0.9 4.5X12.0 X1.5 0.1 ew 37.15 55181.96 0.7 0.9 4.5X 12.OX 1.5 0.2 OW 15.73 55197.69 0.6 1.0 4.5X12.0 X1.5 0.4 w wo 18.79 CIA 55216.48 0.5 1.0 4.5 X 12.O X 1.5 0.5 11.54 w 55228.02 0.3 1.0 4.5 X 12.0 X 1.5 0.7 O' 6.1 55234.12 0.2 1.1 4.5 X 12.0 X 1.5 0.9 w e 1.84 Are 55235.96 0.0 1.2 4.5 X 12.0 X 1.5 1.2 6 w Art w.. * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). trr• ** FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 3 of 7 N M NO No 100 YEAR AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # IV FILENAME: SCEN4.XLS - REVISED WATERSHEDS WITH STREET CAPACITY LIMITS IN STATION LENGTH STREET FREEBOARD* CALTRANS" SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT ON 55241.96 CITRUS OT 1.3 4.5 X 12.0 X 1.5 - 20 ila 55261.96 OT -- 5.0 X 17.0 RCB -- 21.15 55283.11 - - 5.0 X 17.0 RCB - IS 48.44 55331.55 - - 5.0 X 17.0 RCB - MI 44.41 lit 55375.96 OT - 5.0 X 17.0 RCB - 28.17 w 55404.13 1.8 1.2 6.0 X 12.0 X 1.5 - 3 55407.13 CITRUS 0.4 1.4 6.0 X 12.0 X 1.5 1.0 PM 31.89 iIV 55439.02 6.0 1.4 6.0 X 12.0 X 1.5 -4.6 29.59 rmo 55468.61 0.8 1.4 6.0 X 12.0 X 1.5 0.6 Or 27.1 55495.71 0.9 1.4 6.0 X 12.0 X 1.5 0.5 ""' 24.3 No 55520.01 1.1 1.4 6.0 X 12.0 X 1.5 0.3 10.32 OM 55530.33 1.1 1.5 6.0 X 12.0 X 1.5 0.4 MI 0 55530.33 2.0 1.5 6.0 X 12.0 X 1.5 -- .. 25.35 55555.68 2.0 1.5 6.0 X 12.0 X 1.5 - rir 105.02 pm 55660.70 2.6 0.9 6.0 X 12.0 X 1.5 - 80.43 u. 55741.13 1.1 0.9 4.5 X 12.0 X 1.5 - 700.35 no 56441.48 1.1 0.9 4.5 X 12.0 X 1.5 - IN 263.88 MI 56705.36 1.0 0.9 4.5 X 12.0 X 1.5 - 100.77 • 56806.13 0.9 0.9 4.5 X 12.0 X 1.5 - 70 on 56876.13 1.5 1.1 5.5 X 12.0 X 1.5 - rlrl 20 56896.13 OLEANDER 0.2 1.1 5.5 X 12.0 X 1.5 0.9 NM 36.35 • 56932.48 0.3 1.1 5.5 X 12.0 X 1.5 0.8 34.7 WI """ * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). tim ** FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 4 of 7 gps ow Ma or 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # IV FILENAME: SCEN4.XLS MM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS CALTRANS" SECTION FREEBOARD vs STATION LENGTH STREET FREEBOARD* FREEBOARD HGT x BASE x Z ENCROACHMENT is 56967.18 0.5 1.1 5.5 X 12.0 X 1.5 0.6 33 SI 57000.18 0.7 1.1 5.5 X 12.0 X 1.5 0.4 vs 31.25 57031.43 0.8 1.0 5.5 X 12.0 X 1.5 0.2 SO 29.41 57060.84 1.0 1.0 5.5 X 12.0 X 1.5 - OM 27.44 s' 57088.28 1.2 1.0 5.5 X 12.0 X 1.5 - 25.33 yew 57113.61 1.3 1.0 5.5X12.0 X1.5 - MO 22.99 57136.60 1.5 1.0 5.5X12.0 X1.5 - so 19.53 • 57156.13 1.6 1.0 5.5X12.0X1.5 - 179.96 'N 57336.09 1.7 1.0 5.5 X 12.0 X 1.5 - illi 274.11 57610.20 1.8 1.0 5.5X12.0 X1.5 - so 555.93 isi 58166.13 1.8 1.0 5.5X12.0 X1.5 - 25 so 58191.13 1.8 1.0 5.5X12.0 X1.5 -- 20 58211.13 CYPRESS 0.7 1.0 5.5 X 12.0 X 1.5 0.3 MI 495 58706.13 1.5 0.9 4.5 X 12.0 X 1.5 - MR 81.12 mom 58787.25 1.7 0.9 4.5 X 12.0 X 1.5 - 81.93 sr 58869.18 1.8 0.9 4.5 X 12.0 X 1.5 - 1111111 84.08 58953.26 1.9 0.9 4.5 X 12.0 X 1.5 - Nv 88.57 59041.83 2.1 0.8 4.5 X 12.0 X 1.5 - IMO 97.9 IN 59139.73 2.2 0.8 4.5 X 12.0 X 1.5 - 120.53 OAR 59260.26 2.3 0.8 4.5 X 12.0 X 1.5 - N 80.14 59340.40 2.4 0.8 4.5 X 12.0 X 1.5 - so 0 1r 59340.40 3.1 0.6 4.5 X 12.0 X 1.5 - 15.73 so all "M * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). So **FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 5 of 7 .. ... . MI +r PPM BIN 100 YEAR AMC 111 HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # IV FILENAME: SCEN4.XLS 1141* REVISED WATERSHEDS WITH STREET CAPACITY LIMITS +s STATION LENGTH STREET FREEBOARD* CALTRANS" SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT som 59356.13 3.1 0.6 4.5 X 12.0 X 1.5 - 50 eil 59406.13 2.2 0.5 4.3 X 12.0 X 1.5 - we 100 59506.13 1.1 0.8 3.9 X 12.0 X 1.5 - is 20 59526.13 JUNIPER OT 0.8 3.8 X 12.0 X 1.5 - aw 25.96 or 59552.09 0.0 0.8 3.0 X 12.0 X 1.5 0.8 154.04 PPM 59706.13 1.7 0.3 3.O X 12.0 X 1.5 - NM 172.57 59878.70 1.5 0.5 3.0 X 12.0 X 1.5 - aA 8.21 lea 59886.91 1.5 0.5 3.O X 12.0 X 1.5 - 155.2 in 60042.11 1.7 0.3 3.0 X 12.0 X 1.5 - 23.91 60066.02 1.7 0.3 3.0 X 12.0 X 1.5 - a. 35.35 ei 60101.37 1.6 0.4 3.0 X12.0 X1.5 - 20.53 MI 60121.90 1.5 0.4 3.0 X12.0 X1.5 - 13.25 we 60135.15 1.5 0.4 3.O X 12.0 X 1.5 - __ 8.85 60144.00 1.4 0.4 3.O X 12.0 X 1.5 - few 5.87 cal 60149.87 1.3 0.4 3.0 X12.0 X1.5 - 3.68 ow 60153.55 1.3 0.4 3.OX 12.0X 1.5 - ■wr 1.98 60155.53 1.2 0.5 3.O X 12.0 X 1.5 - arl 0.6 60156.13 1.1 0.5 3.0 X12.0 X1.5 - we 5.64 sr 60161.77 1.1 0.5 3.OX12.OX1.5 - 28.43 w 60190.20 1.0 0.5 3.O X 12.0 X 1.5 - ee 132.09 60322.29 0.9 0.5 3.0 X 12.0 X 1.5 - gee 229.99 ea 60552.28 0.9 0.5 3.0 X 12.0 X 1.5 - 95.17 MP iii .I. * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). +ter " FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 6 of 7 . �.... p� APO NO MI am 100 YEAR AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 SCENARIO # IV FILENAME: SCEN4.XLS mg REVISED WATERSHEDS WITH STREET CAPACITY LIMITS i01 STATION LENGTH STREET FREEBOARD* CALTRANS" SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT MS 60647.45 0.9 0.5 3.O X 12.0 X 1.5 - 22.6 rw 60670.05 0.9 0.5 3.0 X 12.0 X 1.5 - 0 OM 60670.05 1.4 0.4 3.0 X 12.0 X 1.5 - rii 9.32 60679.37 1.4 0.4 3.0 X 12.0 X 1.5 - ow 13.6 Mr 60692.97 1.5 0.4 3.O X 12.0 X 1.5 - 14.01 Pa 60706.98 1.5 0.4 3.0 X 12.0 X 1.5 - III 14.15 60721.13 1.5 0.5 3.O X 12.0 X 1.5 - w, 10.88 IN 60732.01 1.4 0.5 3.0 X 12.0 X 1.5 - 8.87 w 60740.88 1.4 0.5 3.0 X 12.0 X 1.5 - it 6.24 60747.12 1.3 0.5 3.0 X 12.0 X 1.5 -- PM 4.28 ill 60751.40 1.2 0.5 3.O X 12.0 X 1.5 - 2.75 ow 60754.15 1.2 0.5 3.0 X 12.0 X 1.5 - or 1.51 60755.66 1.1 0.5 3.O X 12.0 X 1.5 - pm 0.47 60756.13 1.1 0.5 3.O X 12.0 X 1.5 - rr 33.36 pm 60789.49 SIERRA OT - 2.0 X 11.0 RCB - 176.8 or 60966.29 OT - 2.0 X 11.0 RCB - P.. 705.16 61671.45 _ 0.8 0.5 3.0 X12.0 X1.5 - 1w PPM wr uw Mil MI UP ow ow ""'O * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). wr " FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 7 of 7 in lr 1 -10 CHANNEL O SAN SEVAINE CHANNEL TO 795 FEET EAST OF SIERRA AVENUE iii STA to STA D b STA to STA D b "'"""' 364 +38.00 365 +48.94 Outlet Structure 487 +50.42 497 +50.42 4.5' 20.0' II 365 +48.94 365 +75.94 T T 497 +50.42 498 +43.42 T 20.0' " 365 +75.94 367 +88.00 7.5' 30.0' 498 +43.42 504 +40.42 4.0' 20.0' iiii 367 +88.00 368 +18.00 7.5' T 504 +40.42 505 +90.42 T T um 368 +18.00 368 +54.00 3(12'x7') RCB 505 +90.42 526 +55.42 3.8' 50.0' imi 368 +54.00 368 +84.00 9.0' T 526 +55.42 527 +00.42 3.8' T mm 368 +84.00 382 +00.00 9.0' -7.5' 30.0' 527 +00.42 532 +15.42 3.8' 40.0' imp 382 +00.00 387 +50.00 7.5' 30.0' 532 +15.42 533 +90.42 T T - 387 +50.00 389 +00.00 T 30.0' 533 +90.42 539 +75.42 5.0' 12.0' imi 389 +00.00 404 +60.00 8.5' -6.0' 30.0' 539 +75.42 539 +90.42 5.0' -4.5' 12.0' am iii 404 +60.00 431+00.00 6.0' 30.0' 539 +90.42 552 +41.96 4.5' 12.0' 431+00.00 431+60.00 6.0' T 552 +41.96 552 +61.96 4.5' -5.0' T 1 lot 431 +60.00 440 +00.00 6.0' 20.0' 552 +61.96 553 +75.96 Existing Culvert 440 +00.00 441 +19.59 6.0' -7.0' 20.0' 553 +75.96 554 +01.13 6.0' T m i� 441 +19.59 443 +07.00 7.0' 20.0' -28.0' 554 +01.13 557 +41.13 T 12.0' 443 +07.00 443 +27.68 7.0' T 557 +41.13 568 +06.13 4.5' 12.0' me 443 +27.68 445 +31.48 Existing Culvert 568 +06.13 568 +76.13 4.5' -5.5' 12.0' 445 +31.48 445 +55.42 6.2' -5.3' T 568 +76.13 581+66.13 5.5' 12.0' IIN In 445 +55.42 446 +50.82 5.3' 29.0' -20.0' 581+66.13 587 +06.13 5.5' -4.5' 12.0' 446 +50.82 460 +40.42 5.3' 20.0' 587 +06.13 593 +56.13 4.5' 12.0' VW Ill 460 +40.42 461+96.42 T 20.0' 593 +56.13 597 +06.13 T 12.0' Ng 461+96.42 472 +90.42 4.3' 20.0' 597 +06.13 607 +76.74 3.0' 12.0' ii 472 +90.42 475 +40.42 T 20.0' 607 +76.74 607 +89.49 3.0' T im„ 475 +40.42 484 +90.42 6.0' 20.0' 607 +89.49 609 +66.29 Existing Culvert to 484 +90.42 487 +50.42 T 20.0' 609 +66.29 616 +81.94 Varies 12.0' " Channel Dimensions: T = Transition b = Bottom Width D = Depth of Channel iii ar IIIN IN NMI 2050■006■Misc10.RS WS am F 0 5 1 5 P PAGE NO 3 w WATER.SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - w 100 YEAR AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA MI HEADING LINE NO 2 IS - PM SCENARIO # I FILE: I10CHL13.ELM !HEADING LINE NO 3 IS - 1110 REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS me OW mom w NM w mn w tm w Me mom Mm w-4 w ww rri MO Mil PM ti mrr •w MO Pm INTE: 10/15/1995 TIME: 19: 8 w M► F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 m iARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) :ODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP MO CD 1 1 0 0.00 9.00 36.00 0.00 0.00 0.00 2 1 0 0.00 7.50 30.00 1.50 1.50 0.00 ill0 3 3 2 1.00 7.00 38.00 0.00 0.00 0.00 CD 4 1 0 0.00 9.00 30.00 1.50 1.50 0.00 4m4D 5 1 0 0.00 8.50 30.00 1.50 1.50 0.00 y �D 6 1 0 0.00 4.50 10.00 1.50 1.50 0.00 `CD 7 1 0 0.00 6.00 30.00 1.50 1.50 0.00 41 4D 8 1 0 0.00 6.00 20.00 1.50 1.50 0.00 D 9 1 0 0.00 7.00 20.00 1.50 1.50 0.00 wpb 10 1 0 0.00 7.00 28.00 1.50 1.50 0.00 CD 11 3 2 1.00 5.25 34.00 0.00 0.00 0.00 41111 12 1 0 0.00 5.30 29.00 1.50 1.50 0.00 moD 13 1 0 0.00 5.30 20.00 1.50 1.50 0.00 CD 14 1 0 0.00 4.30 20.00 1.50 1.50 0.00 p 15 1 0 0.00 6.00 20.00 1.50 1.50 0.00 7 16 1 0 0.00 4.50 20.00 1.50 1.50 0.00 17 1 0 0.00 4.00 20.00 1.50 1.50 0.00 CD 18 1 0 0.00 3.80 50.00 1.50 1.50 0.00 ▪ D 19 1 0 0.00 3.80 40.00 1.50 1.50 0.00 igo 20 1 0 0.00 5.00 12.00 1.50 1.50 0.00 CD 21 1 0 0.00 4.50 12.00 1.50 1.50 0.00 WO 22 3 1 1.00 5.00 17.00 0.00 0.00 0.00 • ) 23 1 0 0.00 6.00 12.00 1.50 1.50 0.00 D 24 1 0 0.00 5.50 12.00 1.50 1.50 0.00 D 25 1 0 0.00 3.00 12.00 1.50 1.50 0.00 "^� 26 1 0 0.00 3.50 2.00 1.50 1.50 0.00 lib 27 3 1 1.00 2.00 11.00 0.00 0.00 0.00 CD 28 1 0 0.00 7.50 38.00 0.00 0.00 0.00 " 29 1 0 0.00 9.00 38.00 0.00 0.00 0.00 Amp 30 1 0 0.00 7.00 34.00 0.00 0.00 0.00 CD 31 1 0 0.00 6.20 34.00 0.00 0.00 0.00 4 w 32 1 0 0.00 0.50 20.00 1.50 1.50 0.00 i 33 3 0 0.00 3.50 6.00 0.00 0.00 0.00 lip 34 1 0 0.00 6.00 17.00 0.00 0.00 0.00 CD 35 1 0 0.00 4.29 12.00 1.50 1.50 0.00 i n 36 1 0 0.00 3.86 12.00 1.50 1.50 0.00 N 37 1 0 0.00 3.77 12.00 1.50 1.50 0.00 CD 38 1 0 0.00 3.00 11.00 0.00 0.00 0.00 NM) 39 3 2 1.00 9.00 38.00 0.00 0.00 0.00 rit 40 1 0 0.00 7.00 34.00 0.00 0.00 0.00 CD 41 3 0 0.00 7.00 38.00 0.00 0.00 0.00 a 42 3 0 0.00 5.25 34.00 0.00 0.00 0.00 ) 43 3 0 0.00 5.00 17.00 0.00 0.00 0.00 !) 44 3 0 0.00 2.00 11.00 0.00 0.00 0.00 w ill ■Mt 110 "w err So F051 5P PAGE NO 2 **� WATER.SURFACE PROFILE - ELEMENT CARD LISTING SO ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 36438.00 994.21 1 1002.21 AW ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H SW 36548.94 994.65 1 0.015 100.00 0.00 0.00 0 oiiLEMENT NO 3 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 36575.94 995.15 2 0.015 LEMENT NO 4 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 Q4 INVERT-3 INVERT -4 PHI 3 PHI 4 36595.94 995.19 2 32 0 0.015 229.0 0.0 1002.17 0.00 90.00 0.00 OUP CLEMENT NO 5 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H a r � r n � 36788.00 995.57 2 0.015 0.00 0.00 0.00 0 !.EMENT NO 6 IS A TRANSITION * * U/S DATA STATION INVERT SECT N ow 36818.00 995.64 41 0.015 be ELEMENT NO 7 IS A BRIDGE EXIT * 'O+ U/S DATA STATION INVERT SECT 36818.00 995.64 3 ALIMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H MS 36854.00 995.71 3 0.014 0.00 0.00 0.00 0 'CLEMENT NO 9 IS A BRIDGE ENTRANCE OW U/S DATA STATION INVERT SECT FP 36854.00 995.71 3 1.000 ww LEMENT NO 10 IS A TRANSITION * * * SW U/S DATA STATION INVERT SECT N moo 995.77 4 0.015 OwEMENT NO 11 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N "' 38200.00 998.40 2 0.015 ELEMENT NO 12 IS A REACH * * * OW U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 38635.00 999.27 2 0.015 0.00 0.00 0.00 0 UK ELEMENT NO 13 IS A JUNCTION * * * * * * * WM U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT-3 INVERT -4 PHI 3 PHI 4 IS 38822.00 999.64 5 6 0 0.015 229.0 0.0 1000.96 0.00 8.50 0.00 oo tow goo Iwo irr F0515P PAGE NO 3 WATER.SURFACE PROFILE - ELEMENT CARD LISTING 'Mr ELEMENT NO 14 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 40450.00 1002.90 7 0.015 OM ELEMENT NO 15 IS A JUNCTION * * * * U/S DATA STATION INVERT SECT LAT -1 LAT-2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 OP 40470.00 1002.94 7 32 0 0.015 168.0 0.0 1008.42 0.00 90.00 0.00 !AMiLEMENT NO 16 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 41765.00 1005.53 7 0.015 0.00 0.00 0.00 0 :CEMENT NO 17 IS A JUNCTION * * * * U/S DATA STATION INVERT SECT LAT-1 LAT -2 N 03 04 INVERT-3 INVERT -4 PHI 3 PHI 4 41785.00 1005.57 7 32 0 0.015 169.0 0.0 1011.09 0.00 90.00 0.00 0 CLEMENT NO 18 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 43080.00 1008.16 7 0.015 0.00 0.00 0.00 0 - 'f LEMENT NO 19 IS A JUNCTION * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT-3 INVERT -4 PHI 3 PHI 4 43100.00 1008.20 7 32 0 0.015 236.0 0.0 1013.70 0.00 90.00 0.00 III ELEMENT NO 20 IS A TRANSITION * * * rs1 U/S DATA STATION INVERT SECT N 43160.00 1009.51 8 0.015 MM ELEMENT NO 21 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H MM 44000.00 1014.80 8 0.015 0.00 0.00 0.00 0 " LEMENT NO 22 IS A TRANSITION * * * 1i1! U/S DATA STATION INVERT SECT N 44119.59 1015.55 9 0.015 LEMENT NO 23 IS A TRANSITION * * * MM U/S DATA STATION INVERT SECT N 44307.00 1016.73 10 0.015 mO *CEMENT NO 24 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 44326.68 1016.86 40 0.015 mit Nil um Y�R NI Pm Mr F 0 5 1 5 P PAGE NO 4 on WATER,SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 25 IS A TRANSITION * * * .w U/S DATA STATION INVERT SECT N 44327.68 1016.87 42 0.015 Mrr ELEMENT NO 26 IS A BRIDGE EXIT OM U/S DATA STATION INVERT SECT 44327.68 1016.87 11 rr4LEMENT NO 27 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H OM 44531.48 1018.00 11 0.014 0.00 0.00 0.00 0 rrit :LEMENT NO 28 IS A BRIDGE ENTRANCE Mali U/S DATA STATION INVERT SECT FP 44531.48 1018.00 11 1.000 old LEMENT NO 29 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT -2 N Q3 04 INVERT -3 INVERT-4 PHI 3 PHI 4 44555.42 1018.97 12 32 0 0.015 237.0 0.0 1023.74 0.00 90.00 0.00 LEMENT NO 30 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 44650.82 1019.46 13 0.015 ELEMENT NO 31 IS A REACH * * * 410111 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 45140.42 1021.95 13 0.015 0.00 0.00 0.00 0 1111 LEMENT NO 32 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Mri 45805.42 1024.74 13 0.015 0.00 0.00 0.00 0 "LEMENT NO 33 IS A JUNCTION * * * * U/S DATA STATION INVERT SECT LAT -1 LAT-2 N 03 04 INVERT-3 INVERT -4 PHI 3 PHI 4 me 45825.42 1024.82 13 32 0 0.015 165.0 0.0 1029.58 0.00 90.00 0.00 eat LEMENT NO 34 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 46040.42 1025.73 13 0.015 0.00 0.00 0.00 0 w soLEMENT NO 35 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N N• 46196.42 1027.38 14 0.015 sok UK row MO wr Mr" INN F 0 5 1 5 P PAGE NO 5 au WATER.SURFACE PROFILE - ELEMENT CARD LISTING I TLEMENT NO 36 IS A REACH * * * w. U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 47135.42 1037.33 14 0.015 0.00 0.00 0.00 0 WO ELEMENT NO 37 IS A JUNCTION * * * * * * * W" U/S DATA STATION INVERT SECT LAT-1 LAT -2 N 03 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 OW 47155.42 1037.54 14 32 0 0.015 166.0 0.0 1041.24 0.00 90.00 0.00 • iLEMENT NO 38 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 47290.42 1038.97 14 0.015 0.00 0.00 0.00 0 as LEMENT NO 39 IS A TRANSITION * * * WO U/S DATA STATION INVERT SECT N 47540.42 1041.63 15 0.015 wA LEMENT NO 40 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 48450.42 1043.45 15 0.015 0.00 0.00 0.00 0 LEMENT NO 41 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT -2 N Q3 Q4 INVERT-3 INVERT -4 PHI 3 PHI 4 Wm 48470.42 1043.49 15 32 0 0.015 163.0 0.0 1048.95 0.00 90.00 0.00 tar ELEMENT NO 42 IS A REACH * * * w U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 48490.42 1043.53 15 0.015 0.00 0.00 0.00 0 am LEMENT NO 43 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 411 48750.42 1045.06 15 0.015 0.00 0.00 0.00 0 'w.LEMENT NO 44 I S A TRANSITION * * * U/S DATA STATION INVERT SECT N WO 48751.42 1045.07 16 0.015 wow LEMENT NO 45 IS A REACH * * * WW U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 49750.42 1050.96 16 0.015 0.00 0.00 0.00 0 w w *LEMENT NO 46 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H .w 49775.42 1051.24 16 0.015 0.00 0.00 0.00 0 441 ELEMENT NO 47 IS A JUNCTION * * * * * * * wia U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 49795.42 1051.47 16 32 0 0.015 164.0 0.0 1055.36 0.00 90.00 0.00 WO wow Jill) milk Wrr am OW ow 14r F 0 5 1 5 P PAGE NO 6 ow WATER.SURFACE PROFILE - ELEMENT CARD LISTING VW ELEMENT NO 48 IS A REACH * * * MO U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 50093.16 1054.83 16 0.015 500.00 0.00 0.00 0 Of ELEMENT NO 49 IS A TRANSITION * * * oft U/S DATA STATION INVERT SECT N et 50440.42 1058.76 17 0.015 sOLEMENT NO 50 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N tOti 50590.42 1062.86 18 0.015 we LEMENT NO 51 IS A REACH * OW U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 50622.35 1062.92 18 0.015 0.00 0.00 0.00 0 NMI i d..EMENT NO 52 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H O. 50743.86 1063.14 18 0.015 200.00 0.00 0.00 0 " CLEMENT NO 53 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H or 51193.03 1063.95 18 0.015 0.00 0.00 0.00 0 iiir ELEMENT NO 54 IS A REACH * * * 'm U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H rr • 51235.42 1064.03 18 0.015 200.00 0.00 0.00 0 0 WEMENT NO 55 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 Or 51255.42 1064.06 18 32 0 0.015 168.0 0.0 1067.35 0.00 90.00 0.00 L.EMENT NO 56 IS A REACH * * * Imo U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51306.18 1064.15 18 0.015 200.00 0.00 0.00 0 VW _EMENT NO 57 IS A REACH * * * w U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 51786.11 1065.01 18 0.015 0.00 0.00 0.00 0 woo Imi -EMENT NO 58 I S A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H fps 52025.43 1065.44 18 0.015 500.00 0.00 0.00 0 ilif ELEMENT NO 59 IS A REACH * * * oft U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 52635.42 1066.54 18 0.015 200.00 0.00 0.00 0 ows ELEMENT NO 60 IS A JUNCTION * * * * * * * ma U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT-3 INVERT -4 PHI 3 PHI 4 Mt 52655.42 1066.57 18 32 0 0.015 168.0 0.0 1069.85 0.00 90.00 0.00 wm OW loom too SOO Ilrr F 0 5 1 5 P PAGE NO 7 *a WATER.SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 61 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 52700.42 1066.65 19 0.015 +IMF ELEMENT NO 62 IS A REACH * * * Oa U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 52727.52 1066.70 19 0.015 0.00 0.00 0.00 0 et LEMENT NO 63 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 52798.25 1066.83 19 0.015 1000.00 0.00 0.00 0 a* LEMENT NO 64 IS A REACH * * * rnr U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 53215.42 1067.58 19 0.015 0.00 0.00 0.00 0 4 NO 65 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 53390.42 1067.90 20 0.015 LEMENT NO 66 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 53733.48 1069.62 20 0.015 0.00 0.00 0.00 0 al ELEMENT NO 67 IS A REACH * * * un U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H MO 53885.20 1070.38 20 0.015 0.00 0.00 0.00 0 LEMENT NO 68 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H err 53955.42 1070.73 20 0.015 0.00 0.00 0.00 0 OLEMENT NO 69 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 53975.42 1070.82 20 33 0 0.015 168.0 0.0 1070.99 0.00 45.00 0.00 w�• LEMENT NO 70 IS A TRANSITION * * * w U/S DATA STATION INVERT SECT N 53990.42 1071.67 21 0.015 *LEMENT NO 71 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ant 55181.96 1081.44 21 0.015 0.00 0.00 0.00 0 LEMENT NO 72 IS A JUNCTION * * * * aa U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 55201.96 1081.60 21 33 0 0.015 232.0 0.0 1081.50 0.00 90.00 0.00 us ea Oft rr rr rw INN - F051 5P PAGE NO 8 +m WATER.SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 73 IS A REACH * * * mw U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 55241.96 1081.93 21 0.015 0.00 0.00 0.00 0 ELEMENT NO 74 IS A TRANSITION * * * me U/S DATA STATION INVERT SECT N MN 55261.96 1082.10 43 0.015 olILEMENT NO 75 IS A BRIDGE EXIT U/S DATA STATION INVERT SECT OW 55261.96 1082.10 22 ma LEMENT NO 76 IS A REACH * * * M` U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 55375.96 1082.68 22 0.014 0.00 0.00 0.00 0 LEMENT NO 77 IS A BRIDGE ENTRANCE U/S DATA STATION INVERT SECT FP ,Pw 55375.96 1082.68 22 1.000 • LEMENT NO 78 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N As 55401.13 1084.02 23 0.015 it ELEMENT NO 79 IS A REACH * * * s• U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4110 55555.68 1084.70 23 0.015 200.00 0.00 0.00 0 • LEMENT NO 80 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H NO 55660.70 1085.16 23 0.015 200.00 0.00 0.00 0 'w""LEMENT NO 81 IS A TRANSITION * * * OW U/S DATA STATION INVERT SECT N 55741.13 1085.51 21 0.015 mom LEMENT NO 82 IS A REACH * * * err U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 56806.13 1090.20 21 0.015 0.00 0.00 0.00 0 w� 4111LEMENT NO 83 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N *"' 56876.13 1090.51 24 0.015 4 ELEMENT NO 84 IS A JUNCTION * * * * * * * ,, U/S DATA STATION INVERT SECT LAT-1 LAT -2 N Q3 Q4 INVERT -3 INVERT-4 PHI 3 PHI 4 56896.13 1090.60 24 32 0 0.015 159.0 0.0 1095.55 0.00 90.00 0.00 mm ail OK ew irr 11110 F 0 5 1 5 P PAGE NO 9 s"'" WATER.SURFACE PROFILE - ELEMENT CARD LISTING irr ELEMENT NO 85 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 57156.13 1091.74 24 0.015 0.00 0.00 0.00 0 ELEMENT NO 86 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H OW 58166.13 1093.76 24 0.015 0.00 0.00 0.00 0 mmELEMENT NO 87 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 58191.13 1093.81 24 0.015 0.00 0.00 0.00 0 ELEMENT NO 88 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 58211.13 1093.85 24 32 0 0.015 159.0 0.0 1098.83 0.00 90.00 0.00 LEMENT NO 89 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 58706.13 1094.84 21 0.015 LEMENT NO 90 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H •s 59356.13 1096.14 21 0.015 0.00 0.00 0.00 0 imM ELEMENT NO 91 IS A REACH * * * s U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 59406.13 1096.24 21 0.015 0.00 0.00 0.00 0 OM LEMENT NO 92 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H -' 59506.13 1097.39 21 0.015 0.00 0.00 0.00 0 'LEMENT NO 93 IS A JUNCTION * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 04 INVERT-3 INVERT -4 PHI 3 PHI 4 59526.13 1097.62 21 32 0 0.015 181.0 0.0 1100.81 0.00 90.00 0.00 LEMENT NO 94 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 59706.13 1099.69 21 0.015 0.00 0.00 0.00 0 mm +imoLEMENT NO 95 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 59707.13 1099.70 25 0.015 ow ma an ,Aw rwe ir. MY/ F 0 5 1 5 P PAGE NO 10 am WATER.SURFACE PROFILE - ELEMENT CARD LISTING bar ELEMENT NO 96 IS A REACH * * * swr U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 59878.70 1101.67 25 0.015 0.00 0.00 0.00 0 ELEMENT NO 97 IS A REACH * * * ow U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H W 60042.11 1103.55 25 0.015 500.00 0.00 0.00 0 a ELEMENT NO 98 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60156.13 1104.87 25 0.015 0.00 0.00 0.00 0 ow :LEMENT NO 99 IS A REACH * * * log U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60647.45 1105.85 25 0.015 0.00 0.00 0.00 0 amt LEMENT NO 100 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H two 60721.13 1106.00 25 0.015 500.00 0.00 0.00 0 li fLEMENT NO 101 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H boo 60756.13 1106.49 25 0.015 500.00 0.00 0.00 0 elli ELEMENT NO 102 IS A JUNCTION * * * * * * ■* U/S DATA STATION INVERT SECT LAT-1 LAT -2 N Q3 Q4 INVERT -3 INVERT-4 PHI 3 PHI 4 VW 60789.49 1106.95 44 26 0 0.015 140.0 0.0 1106.85 0.00 90.00 0.00 • LEMENT NO 103 IS A BRIDGE EXIT U/S DATA STATION INVERT SECT rr 60789.49 1106.95 27 I 'LEMENT NO 104 IS A REACH * * * VW U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 60966.29 1108.00 27 0.014 0.00 0.00 0.00 0 w• LEMENT NO 105 IS A BRIDGE ENTRANCE Mr U/S DATA STATION INVERT SECT FP 60966.29 1108.00 27 1.000 wool 00 LEMENT NO 106 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N Now 61671.45 1108.71 25 0.015 low ELEMENT NO 107 IS A SYSTEM HEADWORKS M U/S DATA STATION INVERT SECT W S ELEV 61671.45 1108.71 25 1109.96 NS EDIT ERRORS ENCOUNTERED- COMPUTATION IS NOW BEGINNING arr eft oft Yllf err so A.S.L. CONSULTING ENGINEERS F0515P PAGE 1 WATER SURFACE PROFILE LISTING sot 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: 110CHL13.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS • TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER 011 /ELEM SO SF AVE HF NORM DEPTH ZR m46438.00 994.21 8.000 1002.210 3358.0 11.66 2.111 1004.321 1.98 6.467 9.00 36.00 0.00 0 0.00 • 65.89 0.00397 .001520 0.10 5.653 0.00 sio 6503.89 994.47 7.628 1002.099 3358.0 12.23 2.322 1004.421 2.17 6.467 9.00 36.00 0.00 0 0.00 irll 45.05 0.00397 .001721 0.08 5.653 0.00 4 06548.94 994.65 7.343 1001.993 3358.0 12.70 2.506 1004.499 0.00 6.467 9.00 36.00 0.00 0 0.00 44 STR 0.01852 .001445 0.04 0.00 4 55575.94 995.15 7.844 1002.994 3358.0 10.25 1.631 1004.625 0.00 6.511 7.50 30.00 1.50 0 0.00 VCT STR 0.00200 .000884 0.02 1.50 M111' 36595.94 995.19 8.491 1003.681 3129.0 8.62 1.155 1004.836 0.00 6.241 7.50 30.00 1.50 0 0.00 155.45 0.00198 .000747 0.12 6.357 1.50 6751.39 995.50 8.184 1003.682 3129.0 9.04 1.270 1004.952 0.00 6.241 7.50 30.00 1.50 0 0.00 In 36.61 0.00198 .000810 0.03 6.357 1.50 01 %788.00 995.57 8.112 1003.682 3129.0 9.15 1.299 1004.981 0.00 6.241 7.50 30.00 1.50 0 0.00 TRANS STR 0.00233 .002079 0.06 1.50 5818.00 995.64 7.421 1003.061 3129.0 11.77 2.153 1005.214 0.00 5.951 7.00 38.00 0.00 0 0.00 tor BRIDGE EXIT 0.00 war 06818.00 995.64 7.421 1003.061 3129.0 12.45 2.408 1005.469 0.00 6.169 7.00 38.00 0.00 2 1.00 Oa 36.00 0.00194 .004800 0.17 7.000 0.00 3 6854.00 995.71 7.524 1003.234 3129.0 12.45 2.408 1005.642 0.00 6.169 7.00 38.00 0.00 2 1.00 Pm IDGE ENTRANCE 0.00 MYII 36854.00 995.71 7.908 1003.618 3129.0 11.77 2.153 1005.771 0.00 5.951 7.00 38.00 0.00 0 0.00 m1NS STR 0.00200 .001921 0.06 0.00 OM yMCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 2 WATER SURFACE PROFILE LISTING 0111 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL13.ELM tor REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS we TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER " /ELEM SO SF AVE HF NORM DEPTH ZR dill X 046884.00 995.77 9.262 1005.032 3129.0 7.70 0.920 1005.952 0.00 6.241 9.00 30.00 1.50 0 0.00 TRANS STR 0.00200 .000913 1.20 1.50 8200.00 998.40 7.120 1005.520 3129.0 10.80 1.812 1007.332 0.00 6.241 7.50 30.00 1.50 0 0.00 1 142.34 0.00200 .001415 0.20 6.338 1.50 NMI 40 8342.34 998.68 6.856 1005.541 3129.0 11.33 1.993 1007.534 0.00 6.241 7.50 30.00 1.50 0 0.00 0 . 4 149.82 0.00200 .001621 0.24 6.338 1.50 X8492.16 998.98 6.599 1005.583 3129.0 11.88 2.193 1007.776 0.00 6.241 7.50 30.00 1.50 0 0.00 Aft 142.84 0.00200 .001827 0.26 6.338 1.50 it 38635.00 999.27 6.408 1005.678 3129.0 12.33 2.360 1008.038 0.00 6.241 7.50 30.00 1.50 0 0.00 .�. in of ge',22y NCT STR 0.00198 .001437 0.27 1.50 is ap822.00 999.64 7.477 1007.117 2900.0 9.41 1.375 1008.492 0.00 5.962 8.50 30.00 1.50 0 0.00 SMKNS STR 0.00200 1.50 1 ""41450.00 1002.90 5.962 1008.862 2900.0 12.49 2.423 1011.285 0.00 5.962 6.00 30.00 1.50 0 0.00 00 eel 44 RS t1 JUNCT STR 0.00200 .001538 0.03 1.50 0470.00 1002.94 7.249 1010.189 2732.0 9.22 1.320 1011.509 0.00 5.751 6.00 30.00 1.50 0 0.00 +err 138.08 0.00200 .001011 0.14 5.871 1.50 ws 100608.08 1003.22 6.981 1010.197 2732.0 9.67 1.452 1011.649 0.00 5.751 6.00 30.00 1.50 0 0.00 in 136.45 0.00200 .001158 0.16 5.871 1.50 40744.53 1003.49 6.721 1010.210 2732.0 10.14 1.597 1011.807 0.00 5.751 6.00 30.00 1.50 0 0.00 Pm 136.83 0.00200 .001327 0.18 5.871 1.50 rriw 40881.36 1003.76 6.469 1010.232 2732.0 10.64 1.757 1011.989 0.00 5.751 6.00 30.00 1.50 0 0.00 ww 110142.07 0.00200 .001521 0.22 5.871 1.50 rrr ire rrr pm *CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 3 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL13.ELM +rr REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER w /ELEM SO SF AVE HF NORM DEPTH ZR m141023.43 1004.05 6.225 1010.272 2732.0 11.16 1.933 1012.205 0.00 5.751 6.00 30.00 1.50 0 0.00 166.50 0.00200 .001744 0.29 5.871 1.50 w 1189.93 1004.38 5.989 1010.369 2732.0 11.70 2.126 1012.495 0.00 5.751 6.00 30.00 1.50 0 0.00 Iir 168.39 0.00200 .001932 0.33 5.871 1.50 a 1004.72 5.871 1010.588 2732.0 11.99 2.233 1012.821 0.00 5.751 6.00 30.00 1.50 0 0.00 406.68 0.00200 .002000 0.81 5.871 1.50 4 1 1 1765..00 1005.53 5.871 1011.401 2732.0 11.99 2.233 1013.634 0.00 5.751 6.00 30.00 1.50 0 0.00 9/41 �ICT STR 0.00200 .001460 0.03 1.50 irr 41785.00 1005.57 7.041 1012.611 2563.0 8.97 1.251 1013.862 0.00 5.533 6.00 30.00 1.50 0 0.00 135.34 0.00200 .000988 0.13 5.663 1.50 4 4;920.34 1005.84 6.779 1012.620 2563.0 9.41 1.376 1013.996 0.00 5.533 6.00 30.00 1.50 0 0.00 *133.81 0.00200 .001132 0.15 5.663 1.50 g" 2054.15 1006.11 6.525 1012.633 2563.0 9.87 1.513 1014.146 0.00 5.533 6.00 30.00 1.50 0 0.00 Ili 134.20 0.00200 .001298 0.17 5.663 1.50 ?188.35 1006.38 6.279 1012.656 2563.0 10.35 1.665 1014.321 0.00 5.533 6.00 30.00 1.50 0 0.00 139.04 0.00200 .001489 0.21 5.663 1.50 pme327.39 1006.65 6.042 1012.697 2563.0 10.86 1.831 1014.528 0.00 5.533 6.00 30.00 1.50 0 0.00 00159.69 0.00200 .001707 0.27 5.663 1.50 2487.08 1006.97 5.812 1012.786 2563.0 11.39 2.014 1014.800 0.00 5.533 6.00 30.00 1.50 0 0.00 w 97.36 0.00200 .001860 0.18 5.663 1.50 42584.44 1007.17 5.749 1012.918 2563.0 11.54 2.068 1014.986 0.00 5.533 6.00 30.00 1.50 0 0.00 iRAULIC JUMP 1.50 ous pus rr PIM tyCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 4 WATER SURFACE PROFILE LISTING ree 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL13.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS Pul ;TATION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 40 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ' /ELEM SO SF AVE HF NORM DEPTH ZR till w42584.44 1007.17 5.320 1012.489 2563.0 12.68 2.498 1014.987 0.00 5.533 6.00 30.00 1.50 0 0.00 13.26 0.00200 .002522 0.03 5.663 1.50 wr* 2597.70 1007.20 5.284 1012.479 2563.0 12.79 2.540 1015.019 0.00 5.533 6.00 30.00 1.50 0 0.00 fat 66.39 0.00200 .002742 0.18 5.663 1.50 2664.09 1007.33 5.079 1012.407 2563.0 13.41 2.794 1015.201 0.00 5.533 6.00 30.00 1.50 0 0.00 r „ 70.90 0.00200 .003151 0.22 5.663 1.50 111 6734.99 1007.47 4.881 1012.351 2563.0 14.07 3.074 1015.425 0.00 5.533 6.00 30.00 1.50 0 0.00 71.70 0.00200 .003621 0.26 5.663 1.50 tie 42806.69 1007.61 4.690 1012.303 2563.0 14.76 3.381 1015.684 0.00 5.533 6.00 30.00 1.50 0 0.00 !m 70.96 0.00200 .004163 0.30 5.663 1.50 0 42877.65 1007.75 4.505 1012.260 2563.0 15.48 3.719 1015.979 0.00 5.533 6.00 30.00 1.50 0 0.00 fir 69.45 0.00200 .004790 0.33 5.663 1.50 04 2947.10 1007.89 4.327 1012.221 2563.0 16.23 4.091 1016.312 0.00 5.533 6.00 30.00 1.50 0 0.00 ilr 67.52 0.00200 .005511 0.37 5.663 1.50 aft 3014.62 1008.03 4.155 1012.184 2563.0 17.02 4.500 1016.684 0.00 5.533 6.00 30.00 1.50 0 0.00 �Ilf 65.38 0.00200 .006344 0.41 5.663 1.50 Po 103080.00 1008.16 3.989 1012.149 2563.0 17.85 4.950 1017.099 0.00 5.533 6.00 30.00 1.50 0 0.00 ,9LMOND MMINCT STR 0.00200 .009848 0.20 1.50 43100.00 1008.20 3.129 1011.329 2327.0 21.44 7.137 1018.466 0.00 5.217 6.00 30.00 1.50 0 0.00 Im ANS STR 0.02183 .009519 0.57 1.50 43160.00 1009.51 4.791 1014.301 2327.0 17.87 4.956 1019.257 0.00 6.345 6.00 20.00 1.50 0 0.00 372.72 0.00630 .005944 2.22 4.756 1.50 .w. so IMO ilmiCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 5 WATER SURFACE PROFILE LISTING s" 100 YEAR.AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL13.ELM Ylrr REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS ons iTATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ON ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER . /ELEM SO SF AVE HF NORM DEPTH ZR lif mo43532.72 1011.86 4.877 1016.734 2327.0 17.47 4.739 1021.473 0.00 6.345 6.00 20.00 1.50 0 0.00 269.48 0.00630 .005391 1.45 4.756 1.50 war 3802.20 1013.55 5.063 1018.617 2327.0 16.66 4.308 1022.925 0.00 6.345 6.00 20.00 1.50 0 0.00 125.53 0.00630 .004710 0.59 4.756 1.50 out 3927.73 1014.35 5.255 1019.600 2327.0 15.88 3.916 1023.516 0.00 6.345 6.00 20.00 1.50 0 0.00 , pm 72.27 0.00630 .004116 0.30 4.756 1.50 II (4000.00 1014.80 5.453 1020.253 2327.0 15.14 3.560 1023.813 0.00 6.345 6.00 20.00 1.50 0 0.00 'ANS STR 0.00627 .003021 0.36 1.50 OW 44119.59 1015.55 6.345 1021.895 2327.0 12.42 2.397 1024.292 0.00 6.345 7.00 20.00 1.50 0 0.00 use 'ANS STR 0.00630 1.50 aft 44307.00 1016.73 4.163 1020.893 2327.0 16.32 4.138 1025.031 0.00 5.407 7.00 28.00 1.50 0 0.00 **ANS STR 0.00661 .005352 0.11 1.50 1.4 . 4326.68 1016.86 4.239 1021.099 2327.0 16.14 4.047 1025.146 0.00 5.261 7.00 34.00 0.00 0 0.00 Yr TRANS STR 0.01000 .005202 0.01 0.00 4327.68 1016.87 4.243 1021.113 2327.0 16.13 4.040 1025.153 0.00 5.250 5.25 34.00 0.00 0 0.00 Mr BRIDGE EXIT 0.00 ew 0104327.68 1016.87 4.948 1021.818 2327.0 14.70 3.353 1025.171 0.00 5.250 5.25 34.00 0.00 2 1.00 4014327.68 1016.87 5.488 1022.358 2327.0 13.91 3.006 1025.364 0.00 5.250 5.25 34.00 0.00 2 1.00 203.80 0.00554 .008139 1.66 4.918 0.00 4531.48 1018.00 6.017 1024.017 2327.0 13.91 3.006 1027.023 0.00 5.250 5.25 34.00 0.00 2 1.00 OW BRIDGE ENTRANCE 0.00 X4531.48 1018.00 6.556 1024.556 2327.0 13.05 2.646 1027.202 0.00 5.250 5.25 34.00 0.00 0 0.00 toe rr MUiCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 6 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL13.ELM MO REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS ▪ STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR IM ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER OR /ELEM SO SF AVE HF NORM DEPTH ZR iit eHeriaY mOUNCT STR 0.04052 .003140 0.08 0.00 44555.42 1018.97 7.740 1026.710 2090.0 6.65 0.687 1027.397 0.00 4.974 5.30 29.00 1.50 0 0.00 • CANS STR 0.00514 1.50 Rif 44650.82 1019.46 4.793 1024.253 2090.0 16.04 3.993 1028.246 0.00 5.964 5.30 20.00 1.50 0 0.00 mom ▪ 214.99 0.00509 .004856 1.04 4.754 1.50 44865.81 1020.55 4.839 1025.392 2090.0 15.84 3.897 1029.289 0.00 5.964 5.30 20.00 1.50 0 0.00 274.61 0.00509 .004470 1.23 4.754 1.50 ▪ 5140.42 1021.95 5.025 1026.975 2090.0 15.11 3.543 1030.518 0.00 5.964 5.30 20.00 1.50 0 0.00 be 334.80 0.00419 .004121 1.38 5.015 1.50 Porn 5475.22 1023.36 5.056 1028.411 2090.0 14.98 3.487 1031.898 0.00 5.964 5.30 20.00 1.50 0 0.00 330.20 0.00419 .003817 1.26 5.015 1.50 0 45805.42 1024.74 5.248 1029.988 2090.0 14.29 3.170 1033.158 0.00 5.964 5.30 20.00 1.50 0 0.00 iusk NCT STR 0.00400 .005489 0.11 1.50 Nirl 45825.42 1024.82 4.085 1028.905 1925.0 18.04 5.051 1033.956 0.00 5.686 5.30 20.00 1.50 0 0.00 48.94 0.00423 .007683 0.38 4.780 1.50 rir 45874.36 1025.03 4.006 1029.033 1925.0 18.47 5.300 1034.333 0.00 5.686 5.30 20.00 1.50 0 0.00 87.75 0.00423 .008535 0.75 4.780 1.50 1u65962.11 1025.40 3.854 1029.252 1925.0 19.38 5.830 1035.082 0.00 5.686 5.30 20.00 1.50 0 0.00 wit 78.31 0.00423 .009794 0.77 4.780 1.50 Po 6040.42 1025.73 3.706 1029.436 1925.0 20.32 6.413 1035.849 0.00 5.686 5.30 20.00 1.50 0 0.00 TRANS STR 0.01058 .010445 1.63 1.50 iPi 006196.42 1027.38 3.711 1031.091 1925.0 20.29 6.394 1037.485 0.00 5.686 4.30 20.00 1.50 0 0.00 ous riw lomm 00CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 7 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I1OCHL13.ELM ww REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS • >TATION INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER No . /ELEM SO SF AVE HF NORM DEPTH ZR ms 512.82 0.01060 .009754 5.00 3.693 1.50 NW 46709.24 1032.81 3.858 1036.672 1925.0 19.35 5.814 1042.486 0.00 5.686 4.30 20.00 1.50 0 0.00 ww 179.50 0.01060 .008502 1.53 3.693 1.50 Ww 46888.74 1034.72 4.010 1038.726 1925.0 18.45 5.286 1044.012 0.00 5.686 4.30 20.00 1.50 0 0.00 Olt I, 101.35 0.01060 .007412 0.75 3.693 1.50 406990.09 1035.79 4.168 1039.958 1925.0 17.59 4.805 1044.763 0.00 5.686 4.30 20.00 1.50 0 0.00 66.25 0.01060 .006464 0.43 3.693 1.50 * 7056.34 1036.49 4.331 1040.823 1925.0 16.77 4.368 1045.191 0.00 5.686 4.30 20.00 1.50 0 0.00 OW 46.13 0.01060 .005639 0.26 3.693 1.50 110 7102.47 1036.98 4.500 1041.481 1925.0 15.99 3.971 1045.452 0.00 5.686 4.30 20.00 1.50 0 0.00 32.95 0.01060 .004921 0.16 3.693 1.50 1 07135.42 1037.33 4.674 1042.004 1925.0 15.25 3.610 1045.614 0.00 5.686 4.30 20.00 1.50 0 0.00 Give O try " STR 0.01050 .006582 0.13 1.50 OW 47155.42 1037.54 3.726 1041.266 1759.0 18.45 5.286 1046.552 0.00 5.394 4.30 20.00 1.50 0 0.00 Olt 9.52 0.01059 .008546 0.08 3.509 1.50 rrr 47164.94 1037.64 3.734 1041.375 1759.0 18.40 5.259 1046.634 0.00 5.394 4.30 20.00 1.50 0 0.00 "w WO 125.48 0.01059 .007967 1.00 3.509 1.50 X7290.42 1038.97 3.882 1042.852 1759.0 17.55 4.781 1047.633 0.00 5.394 4.30 20.00 1.50 0 0.00 WO TRANS STR 0.01064 .004851 1.21 1.50 O N 7540.42 1041.63 5.394 1047.024 1759.0 11.61 2.093 1049.117 0.00 5.394 6.00 20.00 1.50 0 0.00 N W 84.97 0.00200 .002142 0.18 5.593 1.50 117625.39 1041.80 5.593 1047.393 1759.0 11.08 1.906 1049.299 0.00 5.394 6.00 20.00 1.50 0 0.00 am ■w Elm r PP Imi'CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 8 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR 1-10 CHANNEL, FONTANA 1rr SCENARIO # I FILE: I10CHL13.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS 8 42" CHOKE IN CITRUS TATION INVERT DEPTH N.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR kW ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER Po /ELEM SO SF AVE HF NORM DEPTH ZR imr om 825.03 0.00200 .002000 1.65 5.593 1.50 4 8450.42 1043.45 5.593 1049.043 1759.0 11.08 1.906 1050.949 0.00 5.394 6.00 20.00 1.50 0 0.00 OM PelVIWCie NCT STR 0.00200 .001405 0.03 1.50 48470.42 1043.49 6.785 1050.275 1596.0 7.79 0.943 1051.218 0.00 5.095 6.00 20.00 1.50 0 0.00 20.00 0.00200 .000816 0.02 5.302 1.50 018490.42 1043.53 6.747 1050.277 1596.0 7.85 0.958 1051.235 0.00 5.095 6.00 20.00 1.50 0 0.00 OS 28.26 0.00588 .000883 0.02 3.923 1.50 518.68 1043.70 6.510 1050.206 1596.0 8.24 1.053 1051.259 0.00 5.095 11.08 20.00 1.50 0 0.00 Si 7.19 0.00588 .000959 0.01 3.923 1.50 W" 5.86 1043.74 6.448 1050.186 1596.0 8.34 1.080 1051.266 0.00 5.095 ..6 -D'0" 20.00 1.50 0 0.00 WRAULIC JUMP 1.50 .525.87 1043.74 3.921 1047.659 1596.0 15.73 3.840 1051.499 0.00 5.095 -611:13 20.00 1.50 0 0.00 1/ " 224.55 0.00588 .005901 1.33 3.923 1.50 S Q 48750.42 1045.06 3.919 1048.979 1596.0 15.74 3.846 1052.825 0.00 5.095 �� 20.00 1.50 0 0.00 u m ANS STR 0.01000 .005902 0.01 1.50 (III 48751.42 1045.07 3.921 1048.991 1596.0 15.73 3.841 1052.832 0.00 5.095 4.50 20.00 1.50 0 0.00 ww ON 470.42 0.00590 .005896 2.77 3.921 1.50 109221.84 1047.84 3.921 1051.764 1596.0 15.73 3.841 1055.605 0.00 5.095 4.50 20.00 1.50 0 0.00 528.58 0.00590 .005949 3.14 3.921 1.50 nut 9750.42 1050.96 3.902 1054.862 1596.0 15.82 3.888 1058.750 0.00 5.095 4.50 20.00 1.50 0 0.00 OM 25.00 0.01120 .005740 0.14 3.267 1.50 1775.42 1051.24 4.003 1055.243 1596.0 15.33 3.650 1058.893 0.00 5.095 4.50 20.00 1.50 0 0.00 rr w .s MniCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 9 WATER SURFACE PROFILE LISTING ""` 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # I FILE: I1OCHL13.ELM ow REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS oo ;TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR to ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 1F /ELEM SO SF AVE HF NORM DEPTH ZR kW 17ae 6 OONCT STR 0.01150 .008205 0.16 1.50 011 49795.42 1051.47 3.092 1054.562 1432.0 18.80 5.488 1060.050 0.84 4.779 4.50 20.00 1.50 0 0.00 Nom 297.74 0.01128 .010464 3.12 3.063 1.50 rrr 50093.16 1054.83 3.172 1058.002 1432.0 18.24 5.163 1063.165 0.00 4.779 4.50 20.00 1.50 0 0.00 SANS STR 0.01132 .008148 2.83 1.50 400440.42 1058.76 3.619 1062.379 1432.0 15.56 3.760 1066.139 0.00 4.779 4.00 20.00 1.50 0 0.00 SANS STR 0.02733 .004382 0.66 1.50 w. 0590.42 1062.86 2.858 1065.718 1432.0 9.23 1.323 1067.041 0.00 2.858 3.80 50.00 1.50 0 0.00 Or 20.84 0.00188 .002292 0.05 3.097 1.50 0611.26 1062.90 2.987 1065.886 1432.0 8.80 1.203 1067.089 0.00 2.858 3.80 50.00 1.50 0 0.00 w. 11.09 0.00188 .002100 0.02 3.097 1.50 .00622.35 1062.92 3.005 1065.925 1432.0 8.74 1.187 1067.112 0.40 2.858 3.80 50.00 1.50 0 0.00 "e 121.51 0.00181 .001969 0.24 3.131 1.50 50743.86 1063.14 3.107 1066.247 1432.0 8.43 1.104 1067.351 0.00 2.858 3.80 50.00 1.50 0 0.00 om 247.68 0.00180 .001830 0.45 3.135 1.50 rrr 50991.54 1063.59 3.135 1066.722 1432.0 8.35 1.083 1067.805 0.00 2.858 3.80 50.00 1.50 0 0.00 OW 201.49 0.00180 .001802 0.36 3.135 1.50 ®x"1193.03 1063.95 3.135 1067.085 1432.0 8.35 1.083 1068.168 0.37 2.858 3.80 50.00 1.50 0 0.00 irll 42.39 0.00189 .001814 0.08 3.093 1.50 Wo 1235.42 1064.03 3.123 1067.153 1432.0 8.39 1.092 1068.245 0.00 2.858 3.80 50.00 1.50 0 0.00 JUNCT STR 0.00150 .001262 0.03 1.50 1111255.42 1064.06 3.855 1067.915 1264.0 5.88 0.536 1068.451 0.19 2.636 3.80 50.00 1.50 0 0.00 mm mom rrr mitIICENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 10 WATER SURFACE PROFILE LISTING moo 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL13.ELM OW REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS MN STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR SOO ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR -w 50.76 0.00177 .000723 0.04 2.926 1.50 1111 51306.18 1064.15 3.777 1067.927 1264.0 6.01 0.561 1068.488 0.00 2.636 3.80 50.00 1.50 0 0.00 mm 105.65 0.00179 .000807 0.09 2.916 1.50 UfO- 51411.83 1064.34 3.617 1067.956 1264.0 6.31 0.617 1068.573 0.00 2.636 3.80 50.00 1.50 0 0.00 mm r 107.53 0.00179 .000935 0.10 2.916 1.50 X1519.36 1064.53 3.463 1067.995 1264.0 6.61 0.679 1068.674 0.00 2.636 3.80 50.00 1.50 0 0.00 112.77 0.00179 .001083 0.12 2.916 1.50 Om ;1632.13 1064.73 3.315 1068.049 1264.0 6.94 0.747 1068.796 0.00 2.636 3.80 50.00 1.50 0 0.00 125.43 0.00179 .001256 0.16 2.916 1.50 a. UM 11757.56 1064.96 3.173 1068.132 1264.0 7.27 0.822 1068.954 0.00 2.636 3.80 50.00 1.50 0 0.00 mw 28.55 0.00179 .001368 0.04 2.916 1.50 00 51786.11 1065.01 3.145 1068.155 1264.0 7.34 0.838 1068.993 0.11 2.636 3.80 50.00 1.50 0 0.00 11A° 173.25 0.00180 .001500 0.26 2.914 1.50 wr 51959.36 1065.32 3.010 1068.331 1264.0 7.70 0.921 1069.252 0.13 2.636 3.80 50.00 1.50 0 0.00 mom 66.07 0.00180 .001640 0.11 2.914 1.50 No 52025.43 1065.44 2.978 1068.418 1264.0 7.79 0.943 1069.361 0.32 2.636 3.80 50.00 1.50 0 0.00 mm OM 292.52 0.00180 .001736 0.51 2.911 1.50 *'"52317.95 1065.97 2.911 1068.878 1264.0 7.99 0.991 1069.869 0.33 2.636 3.80 50.00 1.50 0 0.00 NO 317.47 0.00180 .001803 0.57 2.911 1.50 oft ;2635.42 1066.54 2.911 1069.451 1264.0 7.99 0.991 1070.442 0.00 2.636 3.80 50.00 1.50 0 0.00 " P6PL. JUNCT STR 0.00150 .001227 0.02 1.50 mm r2655.42 1066.57 3.616 1070.186 1096.0 5.47 0.464 1070.650 0.00 2.402 3.80 50.00 1.50 0 0.00 NW 0OCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 11 WATER SURFACE PROFILE LISTING ""' 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I1OCHL13.ELM rim REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS PP 1TATION INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL MGT/ BASE/ ZL NO AVBPR MI ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER /ELEM SO SF AVE HF NORM DEPTH ZR eltANS STR 0.00178 .001044 0.05 1.50 iMl 52700.42 1066.65 3.256 1069.906 1096.0 7.50 0.873 1070.779 0.00 2.757 3.80 40.00 1.50 0 0.00 mm 27.10 0.00185 .001456 0.04 3.024 1.50 Irtr 52727.52 1066.70 3.230 1069.930 1096.0 7.57 0.889 1070.819 0.05 2.757 3.80 40.00 1.50 0 0.00 wm to 70.73 0.00184 .001524 0.11 3.027 1.50 .62798.25 1066.83 3.170 1070.000 1096.0 7.73 0.927 1070.927 0.00 2.757 3.80 40.00 1.50 0 0.00 IOW 173.08 0.00180 .001623 0.28 3.047 1.50 441 2971.33 1067.14 3.112 1070.253 1096.0 7.88 0.965 1071.218 0.00 2.757 3.80 40.00 1.50 0 0.00 Ib HYDRAULIC JUMP 1.50 Pm 2971.33 1067.14 2.428 1069.569 1096.0 10.34 1.661 1071.230 0.00 2.757 3.80 40.00 1.50 0 0.00 mm 12.86 0.00180 .004013 0.05 3.047 1.50 *2984.19 1067.16 2.377 1069.541 1096.0 10.58 1.739 1071.280 0.00 2.757 3.80 40.00 1.50 0 0.00 26.47 0.00180 .004490 0.12 3.047 1.50 irr 53010.66 1067.21 2.275 1069.487 1096.0 11.10 1.913 1071.400 0.00 2.757 3.80 40.00 1.50 0 0.00 Pm 27.19 0.00180 .005210 0.14 3.047 1.50 tom pm 53037.85 1067.26 2.176 1069.437 1096.0 11.64 2.104 1071.541 0.00 2.757 3.80 40.00 1.50 0 0.00 taw 27.27 0.00180 .006049 0.16 3.047 1.50 X3065.12 1067.31 2.082 1069.392 1096.0 12.21 2.314 1071.706 0.00 2.757 3.80 40.00 1.50 0 0.00 PIO 26.95 0.00180 .007024 0.19 3.047 1.50 3092.07 1067.36 1.991 1069.349 1096.0 12.80 2.546 1071.895 0.00 2.757 3.80 40.00 1.50 0 0.00 00 26.35 0.00180 .008160 0.22 3.047 1.50 mw gt3118.42 1067.41 1.904 1069.310 1096.0 13.43 2.800 1072.110 0.00 2.757 3.80 40.00 1.50 0 0.00 ws. s A.S.L. CONSULTING ENGINEERS F0515P PAGE 12 WATER SURFACE PROFILE LISTING �.. 100 YEAR,AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL13.ELM ow REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS ow ;TATION INVERT DEPTH N.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 600 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER • ". /ELEM SO SF AVE HF NORM DEPTH ZR aw 25.61 0.00180 .009481 0.24 3.047 1.50 1 13144.03 1067.45 1.821 1069.273 1096.0 14.08 3.080 1072.353 0.00 2.757 3.80 40.00 1.50 0 0.00 oro 24.74 0.00180 .011020 0.27 3.047 1.50 53168.77 1067.50 1.741 1069.237 1096.0 14.77 3.388 1072.625 0.00 2.757 3.80 40.00 1.50 0 0.00 PO 23.81 0.00180 .012814 0.31 3.047 1.50 1 43192.58 1067.54 1.665 1069.204 1096.0 15.49 3.727 1072.931 0.00 2.757 3.80 40.00 1.50 0 0.00 60 22.84 0.00180 .014902 0.34 3.047 1.50 "3215.42 1067.58 1.591 1069.171 1096.0 16.25 4.100 1073.271 0.00 2.757 3.80 40.00 1.50 0 0.00 60 TRANS STR 0.00183 .010503 1.84 1.50 PM 3390.42 1067.90 4.243 1072.143 1096.0 14.07 3.072 1075.215 0.00 5.118 5.00 12.00 1.50 0 0.00 343.06 0.00501 .004842 1.66 4.235 1.50 603733.48 1069.62 4.308 1073.928 1096.0 13.78 2.949 1076.877 0.00 5.118 5.00 12.00 1.50 0 0.00 I'" 151.72 0.00501 .004518 0.69 4.236 1.50 Ow 53885.20 1070.38 4.403 1074.783 1096.0 13.38 2.779 1077.562 0.00 5.118 5.00 12.00 1.50 0 0.00 PM 70.22 0.00498 .004180 0.29 4.242 1.50 r.. 53955.42 1070.73 4.490 1075.220 1096.0 13.03 2.636 1077.856 0.00 5.118 5.00 12.00 1.50 0 0.00 w■ i4LM *ACT STR 0.00450 .007422 0.15 1.50 603975.42 1070.82 3.140 1073.960 928.0 17.69 4.859 1078.819 0.00 4.665 5.00 12.00 1.50 0 0.00 WM TRANS STR 0.05667 .009508 0.14 1.50 3990.42 1071.67 3.388 1075.059 928.0 16.03 3.992 1079.051 0.00 4.665 4.50 12.00 1.50 0 0.00 00 401.28 0.00820 .008199 3.29 3.388 1.50 mow 1014391.70 1074.96 3.388 1078.349 928.0 16.03 3.992 1082.341 0.00 4.665 4.50 12.00 1.50 0 0.00 ow wo w. w i A.S.L. CONSULTING ENGINEERS F0515P PAGE 13 WATER SURFACE PROFILE LISTING ww 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL13.ELM rrr REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS um :TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER w m . /ELEM SO SF AVE HF NORM DEPTH ZR pm 460.59 0.00820 .007716 3.55 3.388 1.50 4 14852.29 1078.74 3.506 1082.243 928.0 15.34 3.652 1085.895 0.00 4.665 4.50 12.00 1.50 0 0.00 P M 142.32 0.00820 .006780 0.96 3.388 1.50 ell 54994.61 1079.90 3.636 1083.540 928.0 14.62 3.320 1086.860 0.00 4.665 4.50 12.00 1.50 0 0.00 ow u u 74.01 0.00820 .005932 0.44 3.388 1.50 • 5068.62 1080.51 3.770 1084.281 928.0 13.94 3.018 1087.299 0.00 4.665 4.50 12.00 1.50 0 0.00 411 45.30 0.00820 .005192 0.24 3.388 1.50 • 5113.92 1080.88 3.908 1084.790 928.0 13.29 2.744 1087.534 0.00 4.665 4.50 12.00 1.50 0 0.00 29.30 0.00820 .004546 0.13 3.388 1.50 5143.22 1081.12 4.051 1085.173 928.0 12.67 2.494 1087.667 0.00 4.665 4.50 12.00 1.50 0 0.00 PP 18.99 0.00820 .003980 0.08 3.388 1.50 NO5162.21 1081.28 4.197 1085.475 928.0 12.08 2.267 1087.742 0.00 4.665 4.50 12.00 1.50 0 0.00 """ 11.70 0.00820 .003487 0.04 3.388 1.50 1111 55173.91 1081.37 4.348 1085.722 928.0 11.52 2.061 1087.783 0.00 4.665 4.50 12.00 1.50 0 0.00 ow 6.19 0.00820 .003054 0.02 3.388 1.50 tio 55180.10 1081.42 4.504 1085.929 928.0 10.99 1.874 1087.803 0.00 4.665 4.50 12.00 1.50 0 0.00 PM di 1.86 0.00820 .002675 0.00 3.388 1.50 015181.96 1081.44 1 4.665 1086.105 928.0 10.47 1.703 1087.808 0.00 4.665 4.50 12.00 1.50 0 0.00 ill JUNCT STR 0.00800 .001478 0.03 1.50 PM 5201.96 1081.60 6.237 1087.837 696.0 5.23 0.424 1088.261 0.00 3.963 4.50 12.00 1.50 0 0.00 lI� 20.81 0.00825 .000491 0.01 2.886 1.50 w oo 015222.77 1081.77 6.033 1087.805 696.0 5.48 0.466 1088.271 0.00 3.963 4.50 12.00 1.50 0 0.00 ow wm ON INCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 14 WATER SURFACE PROFILE LISTING P M 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL13.ELM Pm REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS mm TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR IIr ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER PO 1 /ELEM SO SF AVE HF NORM DEPTH ZR w 19.19 0.00825 .000558 0.01 2.886 1.50 4 1 1 b41.96 1081.93 5.840 1087.770 696.0 5.74 0.512 1088.282 0.00 3.963 4.50 12.00 1.50 0 0.00 PP ' %NS STR 0.00850 .001731 0.03 1.50 kW 55261.96 1082.10 5.277 1087.377 696.0 8.21 1.047 1088.424 0.00 3.735 5.00 17.00 0.00 0 0.00 wwe 4101DGE EXIT 0.00 261.96 1082.10 5.277 1087.377 696.0 8.75 1.190 1088.567 0.00 3.889 5.00 17.00 0.00 1 1.00 OW 114.00 0.00509 .003863 0.44 3.712 0.00 ink )375.96 1082.68 5.137 1087.817 696.0 8.75 1.190 1089.007 0.00 3.889 5.00 17.00 0.00 1 1.00 OW BRIDGE ENTRANCE 0.00 i375.96 1082.68 5.351 1088.031 696.0 8.21 1.047 1089.078 0.00 3.735 5.00 17.00 0.00 0 0.00 INS STR 0.05324 0.00 1 14401.13 1084.02 3.434 1087.454 696.0 11.82 2.169 1089.623 0.63 3.963 6.00 12.00 1.50 0 0.00 41 "154.55 0.00440 .004381 0.68 3.432 1.50 Ow 55555.68 1084.70 3.438 1088.138 696.0 11.80 2.162 1090.300 0.63 3.963 6.00 12.00 1.50 0 0.00 mm 105.02 0.00438 .004366 0.46 3.436 1.50 we 55660.70 1085.16 3.440 1088.600 696.0 11.79 2.158 1090.758 0.00 3.963 6.00 12.00 1.50 0 0.00 mm SANS STR 0.00435 .004383 0.35 1.50 * 1085.51 3.431 1088.941 696.0 11.83 2.173 1091.114 0.00 3.963 4.50 12.00 1.50 0 0.00 WO 700.35 0.00440 .004404 3.08 3.431 1.50 Pm )441.48 1088.59 3.431 1092.025 696.0 11.83 2.173 1094.198 0.00 3.963 4.50 12.00 1.50 0 0.00 263.88 0.00440 .004247 1.12 3.431 1.50 Pm X705.36 1089.76 3.501 1093.257 696.0 11.52 2.062 1095.319 0.00 3.963 4.50 12.00 1.50 0 0.00 mm WO w.. 1mCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 15 WATER SURFACE PROFILE LISTING "m 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA rr, SCENARIO # I FILE: I10CHL13.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS Mm TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 'Y11 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER a /ELEM SO SF AVE HF NORM DEPTH ZR MA mm 100.77 0.00440 .003833 0.39 3.431 1.50 1 16806.13 1090.20 3.631 1093.831 696.0 10.99 1.874 1095.705 0.00 3.963 4.50 12.00 1.50 0 0.00 MP ANS STR 0.00443 .003084 0.22 1.50 MS 56876.13 1090.51 3.963 1094.473 696.0 9.79 1.487 1095.960 0.00 3.963 5.50 12.00 1.50 0 0.00 OL8,1, is •NCT STR 0.00450 .001545 0.03 1.50 46896.13 1090.60 5.339 1095.939 537.0 5.03 0.392 1096.331 0.00 3.412 5.50 12.00 1.50 0 0.00 km 36.35 0.00439 .000535 0.02 2.978 1.50 ▪ 6932.48 1090.76 5.160 1095.919 537.0 5.27 0.432 1096.351 0.00 3.412 5.50 12.00 1.50 0 0.00 MR 34.70 0.00439 .000610 0.02 2.978 1.50 6967.18 1090.91 4.986 1095.898 537.0 5.53 0.475 1096.373 0.00 3.412 5.50 12.00 1.50 0 0.00 mm 33.00 0.00439 .000695 0.02 2.978 1.50 M07000.18 1091.06 4.817 1095.873 537.0 5.80 0.522 1096.395 0.00 3.412 5.50 12.00 1.50 0 0.00 mm 31.25 0.00439 .000793 0.02 2.978 1.50 57031.43 1091.19 4.652 1095.845 537.0 6.08 0.574 1096.419 0.00 3.412 5.50 12.00 1.50 0 0.00 w 29.41 0.00439 .000905 0.03 2.978 1.50 war poi 57060.84 1091.32 4.492 1095.814 537.0 6.38 0.632 1096.446 0.00 3.412 5.50 12.00 1.50 0 0.00 ,M 27.44 0.00439 .001032 0.03 2.978 1.50 * 7088.28 1091.44 4.337 1095.780 537.0 6.69 0.695 1096.475 0.00 3.412 5.50 12.00 1.50 0 0.00 (O 25.33 0.00439 .001178 0.03 2.978 1.50 MR 7113.61 1091.55 4.187 1095.741 537.0 7.02 0.765 1096.506 0.00 3.412 5.50 12.00 1.50 0 0.00 22.99 0.00439 .001345 0.03 2.978 1.50 mm 7136.60 1091.65 4.040 1095.694 537.0 7.36 0.841 1096.535 0.00 3.412 5.50 12.00 1.50 0 0.00 u m MK N o mm IIICENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 16 WATER SURFACE PROFILE LISTING som 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL13.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS lom ITATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER w e /ELEM SO SF AVE HF NORM DEPTH ZR es 19.53 0.00439 .001532 0.03 2.978 1.50 OM 57156.13 1091.74 3.905 1095.645 537.0 7.70 0.921 1096.566 0.00 3.412 5.50 12.00 1.50 0 0.00 ▪ 179.96 0.00200 .001745 0.31 3.694 1.50 ill 57336.09 1092.10 3.767 1095.867 537.0 8.08 1.013 1096.880 0.00 3.412 5.50 12.00 1.50 0 0.00 gg 274.11 0.00200 .001930 0.53 3.694 1.50 m17610.20 1092.65 3.694 1096.342 537.0 8.29 1.067 1097.409 0.00 3.412 5.50 12.00 1.50 0 0.00 555.93 0.00200 .001999 1.11 3.694 1.50 • 8166.13 1093.76 3.694 1097.454 537.0 8.29 1.067 1098.521 0.00 3.412 5.50 12.00 1.50 0 0.00 25.00 0.00200 .001999 0.05 3.694 1.50 8191.13 1093.81 3.694 1097.504 537.0 8.29 1.067 1098.571 0.00 3.412 5.50 12.00 1.50 0 0.00 CYP( jNCT STR 0.00200 .001182 0.02 1.50 1 08211.13 1093.85 4.825 1098.675 378.0 4.07 0.258 1098.933 0.00 2.775 5.50 12.00 1.50 0 0.00 " STR 0.00200 .000562 0.28 1.50 bit 58706.13 1094.84 3.970 1098.810 378.0 5.30 0.437 1099.247 0.00 2.775 4.50 12.00 1.50 0 0.00 81.12 0.00200 .000813 0.07 3.047 1.50 Iir 58787.25 1095.00 3.830 1098.832 378.0 5.56 0.480 1099.312 0.00 2.775 4.50 12.00 1.50 0 0.00 am 81.93 0.00200 .000929 0.08 3.047 1.50 11 # 1 8869.18 1095.17 3.694 1098.860 378.0 5.83 0.528 1099.388 0.00 2.775 4.50 12.00 1.50 0 0.00 Al 84.08 0.00200 .001061 0.09 3.047 1.50 AMA 3953.26 1095.33 3.562 1098.896 378.0 6.12 0.581 1099.477 0.00 2.775 4.50 12.00 1.50 0 0.00 i■I 88.57 0.00200 .001213 0.11 3.047 1.50 ?041.83 1095.51 3.435 1098.946 378.0 6.42 0.639 1099.585 0.00 2.775 4.50 12.00 1.50 0 0.00 ow rrr w mom PP 11rCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 17 WATER SURFACE PROFILE LISTING 00 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL13.ELM WW REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS 1 NATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER "/ELEM SO SF AVE HF NORM DEPTH ZR WO s- 97.90 0.00200 .001387 0.14 3.047 1.50 49139.73 1095.71 3.311 1099.018 378.0 6.73 0.703 1099.721 0.00 2.775 4.50 12.00 1.50 0 0.00 120.53 0.00200 .001587 0.19 3.047 1.50 11M 59260.26 1095.95 3.190 1099.138 378.0 7.06 0.774 1099.912 0.00 2.775 4.50 12.00 1.50 0 0.00 48.12 0.00200 .001725 0.08 3.047 1.50 0 1096.04 3.158 1099.202 378.0 7.15 0.794 1099.996 0.00 2.775 4.50 12.00 1.50 0 0.00 RAULIC JUMP 1.50 9308.38 1096.04 2.416 1098.460 378.0 10.01 1.556 1100.016 0.00 2.775 4.50 12.00 1.50 0 0.00 OM 3.26 0.00200 .004621 0.02 3.047 1.50 PP 9311.64 1096.05 2.406 1098.457 378.0 10.07 1.573 1100.030 0.00 2.775 4.50 12.00 1.50 0 0.00 21.90 0.00200 .005000 0.11 3.047 1.50 1 09333.54 1096.10 2.314 1098.409 378.0 10.56 1.730 1100.139 0.00 2.775 4.50 12.00 1.50 0 0.00 411" 22.59 0.00200 .005738 0.13 3.047 1.50 Of 59356.13 1096.14 2.226 1098.366 378.0 11.07 1.903 1100.269 0.00 2.775 4.50 12.00 1.50 0 0.00 4.46 0.00200 .006216 0.03 3.047 1.50 HT 59360.59 1096.15 2.209 1098.358 378.0 11.18 1.939 1100.297 0.00 2.775 y,0. 12.00 1.50 0 0.00 wr 111 22.83 0.00200 .006767 0.15 3.047 1.50 i3T P09383.42 1096.19 2.124 1098.319 378.0 11.72 2.133 1100.452 0.00 2.775 &O 12.00 1.50 0 0.00 111 22.71 0.00200 .007772 0.18 3.047 1.50 Pm u, P406.13 1096.24 2.041 1098.281 378.0 12.29 2.347 1100.628 0.00 2.775 4h0' 12.00 1.50 0 0.00 111 32.72 0.01150 .007816 0.26 1.860 1.50 oo qt 'J ?438.85 1096.62 2.116 1098.732 378.0 11.77 2.151 1100.883 0.00 2.775 1•4 12.00 1.50 0 0.00 w ow mg isiCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 18 WATER SURFACE PROFILE LISTING Po 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I1OCHL13.ELM Oft REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS um TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR Mill ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 1e1 /ELEM SO SF AVE HF NORM DEPTH ZR w0 23.81 0.01150 .006850 0.16 1.860 1.50 i� %d - 59462.66 1096.89 2.201 1099.091 378.0 11.22 1.956 1101.047 0.00 2.775 ,5.0 12.00 1.50 0 0.00 pm 16.28 0.01150 .005967 0.10 1.860 1.50 11110 3,q1 59478.94 1097.08 2.289 1099.366 378.0 10.70 1.778 1101.144 0.00 2.775 y 12.00 1.50 0 0.00 pm kw 11.25 0.01150 .005200 0.06 1.860 /J 1.50 7' 9490.19 1097.21 2.380 1099.587 378.0 10.20 1.616 1101.203 0.00 2.775 f✓.31T 12.00 1.50 0 0.00 11111 7.63 0.01150 .004533 0.03 1.860 1.50 3gf X9497.82 1097.29 2.473 1099.767 378.0 9.73 1.469 1101.236 0.00 2.775 400 12.00 1.50 0 0.00 IN 4.85 0.01150 .003953 0.02 1.860 1.50 "" 3 1 W502.67 1097.35 2.570 1099.920 378.0 9.27 1.336 1101.256 0.00 2.775 y,.58 12.00 1.50 0 0.00 pm 2.64 0.01150 .003448 0.01 1.860 5g6 1.50 1619505.31 1097.38 2.671 1100.052 378.0 8.84 1.214 1101.266 0.00 2.775 y.r58' 12.00 1.50 0 0.00 I"' 0.82 0.01150 .003007 0.00 1.860 1.50 59 506.13 1097.39 2.775 1100.165 378.0 8.43 1.103 1101.268 0.00 2.775 3 y58' 12.00 1.50 0 0.00 PPR VOXPea- NCI STR 0.01150 .001502 0.03 1.50 ..0 377 59526.13 1097.62 3.985 1101.605 197.0 2.75 0.117 1101.722 0.00 1.871 ye50 12.00 1.50 0 0.00 mpg mi 11.40 0.01150 .000218 0.00 1.275 1.50 3,72 miiB537.53 1097.75 3.844 1101.595 197.0 2.88 0.129 1101.724 0.00 1.871 4....ser 12.00 1.50 0 0.00 OW 10.97 0.01150 .000249 0.00 1.275 1.50 - 3fog ?548.50 1097.88 3.708 1101.585 197.0 3.03 0.142 1101.727 0.00 1.871 ,4...59' 12.00 1.50 0 0.00 am 10.51 0.01150 .000284 0.00 1.275 340 1.50 X559.01 1098.00 3.576 1101.574 197.0 3.17 0.156 1101.730 0.00 1.871 .4!5Q 12.00 1.50 0 0.00 OM O W PO OW ow myCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 19 WATER SURFACE PROFILE LISTING am 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I1OCHL13.ELM 1W REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS NATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR MN ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER 4 4/ELEM SO SF AVE HF NORM DEPTH ZR opm 10.08 0.01150 .000325 0.00 1.275 1.50 3�� 49569.09 1098.11 3.448 1101.562 197.0 3.33 0.172 1101.734 0.00 1.871 0 12.00 1.50 0 0.00 IOW 9.63 0.01150 .000371 0.00 1.275 1.50 M , 59578.72 1098.22 3.323 1101.548 197.0 3.49 0.189 1101.737 0.00 1.871 4 12.00 1.50 0 0.00 AO 9.18 0.01150 .000424 0.00 1.275 1.50 . ...44.81:r . ,5 m A9587.90 1098.33 3.203 1101.533 197.0 3.66 0.208 1101.741 0.00 1.871 12.00 1.50 0 0.00 8.72 0.01150 .000486 0.00 1.275 1.50 fr 9596.62 1098.43 3.086 1101.517 197.0 3.84 0.229 1101.746 0.00 1.871 3 . 12.00 1.50 0 0.00 8.25 0.01150 .000557 0.00 1.275 1.50 O' 3r3 iiii 9604.87 1098.53 2.973 1101.499 197.0 4.03 0.252 1101.751 0.00 1.871 4 SA- 12.00 1.50 0 0.00 so 7.79 0.01150 .000637 0.00 1.275 / 1.50 3Yo 009612.66 1098.62 2.863 1101.478 197.0 4.22 0.277 1101.755 0.00 1.871 - 12.00 1.50 0 0.00 - 7.29 0.01150 .000730 0.01 1.275 1.50 - 332 59619.95 1098.70 2.757 1101.456 197.0 4.43 0.305 1101.761 0.00 1.871 12.00 1.50 0 0.00 NM 6.79 0.01150 .000836 0.01 1.275 1.50 or 59626.74 1098.78 2.654 1101.431 197.0 4.65 0.335 1101.766 0.00 1.871 58- 12.00 1.50 0 0.00 w • 3.01 0.01150 .000924 0.00 1.275 1.50 049629.75 1098.81 2.605 1101.417 197.0 4.75 0.351 1101.768 0.00 1.871 •51T 12.00 1.50 0 0.00 HYDRAULIC JUMP 333 00 9629.75 1098.81 1.275 1100.087 197.0 11.11 1.915 1102.002 0.00 1.871 4....547 12.00 1.50 0 0.00 00 76.38 0.01150 .011482 0.88 1.275 1.50 am X9706.13 1099.69 1.276 1100.966 197.0 11.09 1.911 1102.877 0.00 1.871 y,,_SD- 12.00 1.50 0 0.00 mos 00 0W OPOO 00CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 20 WATER SURFACE PROFILE LISTING o w 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA err SCENARIO # I FILE: I10CHL13.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS um ;TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR IM ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER mat . /ELEM SO SF AVE HF NORM DEPTH ZR W BRANS STR 0.01000 .011482 0.01 1.50 4 19707.13 1099.70 1.275 1100.975 197.0 11.11 1.915 1102.890 0.00 1.871 3.00 12.00 1.50 0 0.00 • 171.57 0.01148 .011501 1.97 1.275 1.50 w 59878.70 1101.67 1.275 1102.945 197.0 11.11 1.915 1104.860 0.16 1.871 3.00 12.00 1.50 0 0.00 ww ill 8.21 0.01150 .011501 0.09 1.275 1.50 9886.91 1101.76 1.275 1103.039 197.0 11.11 1.915 1104.954 0.16 1.871 3.00 12.00 1.50 0 0.00 'O 155.20 0.01150 .010774 1.67 1.275 1.50 OM 0042.11 1103.55 1.326 1104.876 197.0 10.62 1.751 1106.627 0.00 1.871 3.00 12.00 1.50 0 0.00 illl 23.91 0.01158 .009770 0.23 1.272 1.50 w, lit 0066.02 1103.83 1.348 1105.175 197.0 10.42 1.685 1106.860 0.00 1.871 3.00 12.00 1.50 0 0.00 ww 35.35 0.01158 .008861 0.31 1.272 1.50 0 10101.37 1104.24 1.406 1105.642 197.0 9.93 1.532 1107.174 0.00 1.871 3.00 12.00 1.50 0 0.00 " 20.53 0.01158 .007685 0.16 1.272 1.50 60121.90 1104.47 1.465 1105.939 197.0 9.47 1.393 1107.332 0.00 1.871 3.00 12.00 1.50 0 0.00 aw 13.25 0.01158 .006667 0.09 1.272 1.50 as 60135.15 1104.63 1.527 1106.154 197.0 9.03 1.266 1107.420 0.00 1.871 3.00 12.00 1.50 0 0.00 iii 8.85 0.01158 .005786 0.05 1.272 1.50 +*0144.00 1104.73 1.590 1106.320 197.0 8.61 1.151 1107.471 0.00 1.871 3.00 12.00 1.50 0 0.00 la 5.87 0.01158 .005024 0.03 1.272 1.50 0149.87 1104.80 1.657 1106.455 197.0 8.21 1.046 1107.501 0.00 1.871 3.00 12.00 1.50 0 0.00 OM 3.68 0.01158 .004365 0.02 1.272 1.50 oa 000153.55 1104.84 1.725 1106.565 197.0 7.83 0.951 1107.516 0.00 1.871 3.00 12.00 1.50 0 0.00 OW NM mm IyyCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 21 WATER SURFACE PROFILE LISTING 100 YEAR.AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL13.ELM Os REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS ow ;TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR O' ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. PIER /ELEM SO SF AVE HF NORM DEPTH ZR a 1.98 0.01158 .003792 0.01 1.272 1.50 1 %0155.53 1104.86 1.796 1106.659 197.0 7.46 0.865 1107.524 0.00 1.871 3.00 12.00 1.50 0 0.00 WO 0.60 0.01158 .003294 0.00 1.272 1.50 OW 60156.13 1104.87 1.871 1106.741 197.0 7.11 0.785 1107.526 0.00 1.871 3.00 12.00 1.50 0 0.00 PO MO 5.64 0.00199 .002862 0.02 2.115 1.50 010161.77 1104.88 1.947 1106.828 197.0 6.78 0.714 1107.542 0.00 1.871 3.00 12.00 1.50 0 0.00 28.43 0.00199 .002490 0.07 2.115 1.50 0190.20 1104.94 2.026 1106.964 197.0 6.46 0.649 1107.613 0.00 1.871 3.00 12.00 1.50 0 0.00 irr 132.09 0.00199 .002167 0.29 2.115 1.50 0322.29 1105.20 2.108 1107.309 197.0 6.16 0.590 1107.899 0.00 1.871 3.00 12.00 1.50 0 0.00 iw 229.99 0.00199 .002005 0.46 2.115 1.50 OW0552.28 1105.66 2.115 1107.775 197.0 6.14 0.585 1108.360 0.00 1.871 3.00 12.00 1.50 0 0.00 "" 95.17 0.00199 .001993 0.19 2.115 1.50 60647.45 1105.85 2.115 1107.965 197.0 6.14 0.585 1108.550 0.02 1.871 3.00 12.00 1.50 0 0.00 ww 22.60 0.00204 .001994 0.05 2.102 1.50 rrr 60670.05 1105.90 2.115 1108.011 197.0 6.14 0.585 1108.596 0.02 1.871 3.00 12.00 1.50 0 0.00 ."w mmi)RAULIC JUMP 1.50 060670.05 1105.90 1.645 1107.541 197.0 8.28 1.064 1108.605 0.04 1.871 3.00 12.00 1.50 0 0.00 40 9.32 0.00204 .005037 0.05 2.102 1.50 ▪ 0679.37 1105.91 1.598 1107.513 197.0 8.56 1.138 1108.651 0.04 1.871 3.00 12.00 1.50 0 0.00 13.60 0.00204 .005687 0.08 2.102 1.50 w 010692.97 1105.94 1.534 1107.477 197.0 8.98 1.252 1108.729 0.05 1.871 3.00 12.00 1.50 0 0.00 N W we IN mm 00CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 22 WATER SURFACE PROFILE LISTING ow 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I1OCHL13.ELM ww REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS ono ;TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ow ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER . • /ELEM SO SF AVE HF NORM DEPTH ZR MO ow 14.01 0.00204 .006552 0.09 2.102 1.50 8 10706.98 1105.97 1.472 1107.443 197.0 9.42 1.377 1108.820 0.05 1.871 3.00 12.00 1.50 0 0.00 • 14.15 0.00204 .007552 0.11 2.102 1.50 Wo 60721.13 1106.00 1.413 1107.413 197.0 9.88 1.514 1108.927 0.13 1.871 3.00 12.00 1.50 0 0.00 • 10.88 0.01400 .007614 0.08 1.204 1.50 0 40732.01 1106.15 1.465 1107.617 197.0 9.47 1.393 1109.010 0.12 1.871 3.00 12.00 1.50 0 0.00 8.87 0.01400 .006667 0.06 1.204 1.50 40740.88 1106.28 1.527 1107.803 197.0 9.03 1.266 1109.069 0.11 1.871 3.00 12.00 1.50 0 0.00 Yil! 6.24 0.01400 .005786 0.04 1.204 1.50 um 747.12 1106.36 1.590 1107.954 197.0 8.61 1.151 1109.105 0.10 1.871 3.00 12.00 1.50 0 0.00 on 4.28 0.01400 .005024 0.02 1.204 1.50 w10751.40 1106.42 1.657 1108.081 197.0 8.21 1.046 1109.127 0.09 1.871 3.00 12.00 1.50 0 0.00 a" 2.75 0.01400 .004365 0.01 1.204 1.50 fir► 60754.15 1106.46 1.725 1108.187 197.0 7.83 0.951 1109.138 0.08 1.871 3.00 12.00 1.50 0 0.00 AVOI 1.51 0.01400 .003792 0.01 1.204 1.50 Imo 60755.66 1106.48 1.796 1108.279 197.0 7.46 0.865 1109.144 0.08 1.871 3.00 12.00 1.50 0 0.00 • 0.47 0.01400 .003294 0.00 1.204 1.50 m00756.13 1106.49 1.871 1108.361 197.0 7.11 0.785 1109.146 0.00 1.871 3.00 12.00 1.50 0 0.00 �NCT STR �� 79 .001975 0.07 1.50 • 0789.49 1106.95 3.049 1109.999 57.0 2.62 0.107 1110.106 0.00 0.941 2.00 11.00 0.00 0 0.00 MW BRIDGE EXIT 0.00 um &789.49 1106.95 3.049 1109.999 57.0 2.92 0.133 1110.132 0.00 1.003 2.00 11.00 0.00 1 1.00 rw. rw pm woo mm ApiCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 23 WATER SURFACE PROFILE LISTING - 100 YEAR.AMC III HYDRAULICS FOR I -10 CHANNEL, FONTANA SCENARIO # I FILE: I10CHL13.ELM 1111 REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS ww , TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR - ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ' /ELEM SO SF AVE HF NORM DEPTH ZR 11w 176.80 0.00594 .001229 0.22 0.912 0.00 • 0966.29 1108.00 2.216 1110.216 57.0 2.92 0.133 1110.349 0.00 1.003 2.00 11.00 0.00 1 1.00 Om IDGE ENTRANCE 0.00 60966.29 1108.00 2.255 1110.255 57.0 2.62 0.107 1110.362 0.00 0.941 2.00 11.00 0.00 0 0.00 Om ',ANS STR 0.00101 .000548 0.39 0.00 0 411671.45 1108.71 1.986 1110.696 57.0 1.92 0.057 1110.753 0.00 0.856 3.00 12.00 1.50 0 0.00 1e Pm irle 1m rr 1111 NO ww wr an 40 SIM a�1 11111 . Nal om Ir trr rr pm ar 100 YEAR AMC III HYDRAULICS FOR I-10 CHANNEL, FONTANA *- SCENARIO # I FILE: I10CHL13.ELM REVISED WATERSHEDS WITH STREET CAPACITY LIMITS & 42" CHOKE IN CITRUS we 4111 36438.00 .I CWHE R 36489.39 . 36540.78 .1 CWHE R 36592.18 .I CW X TX 36643.57 .I CXE JX om 36694.96 .I CHWE R 36746.35 . 36797.74 . I CHWE R 36849.14 . I CHWE . TX 36900.53 . IBBBBCX E BX MO 36951.92 . I CX E R 37003.31 . IBBBBCX E BE """ 37054.70 . I CHWE . TX imi 37106.10 . I C HX . TX 37157.49 . w 37208.88 . 37260.27 . 411 3 . 37363.06 . 37414.45 . elf37465.84 . 37517.23 . m37568.62 . 37620.01 . Oa 37671.41 . • 001 77 22.80 . 37774.19 . MO 37825.58 37876.97 . m4 37928.37 tie 37979.76 . 38031.15 . #r. 38082.54 . 38133.93 . or 38185.33 . 38236.72 . I CX E ' R ww 38288.11 . mpl 38339.50 . 38390.89 . I XHE R '33442.29 . 38493.68 . I XHE R NO 38545.07 . 38596.46 . 38647.85 . I XHE . JX M 38699.25 . 38750.64 38802.03 ar 38853.42 . I CWHE . TX 38904.81 . .* 38956.21 . err 39007.60 . 39058.99 . ,_, 39110.38 . imp ma tee 39161.77 . 39213.17 . ow 39264.56 . 39315.95 . MO 39367.34 . om 39418.73 . 39470.13 . - 39521.52 . 39572.91 . " 39624.30 . kw 39675.69 . 39727.09 . pm 39778.48 . 39829.87 . OM 39881.26 . 39932.65 . 39984.04 . OW 40035.44 . 40086.83 . " 40138.22 to 40189.61 . 40241.00 . am , 40292.40 . 40343.79 . 40395.18 . 40446.57 . 40497.96 . I X E . JX img40549.36 . I XWE . R 40600.75 . OM 40652.14 . I XWE . R 40703.53 . No 40754.92 . I CXE . R mom 40806.32 . 40857.71 . om 40909.10 . I X E . R 40960.49 . " . OW 41063.28 . I X E . R 41114.67 . m0 41166.06 . 41217.45 . I X E . R 41268.84 . 41320.24 . Not 41371.63 . I XHE . R *041423.02 . 41474.41 . mal41525.80 415 77 .20 . 41628.59 . IN 41679.98 . 41731.37 . 1111 41782.76 . I X E . JX 41834.16 . I XWE . R 4 "41885.55 . log41936.94 . I CXE . R 41988.33 . mft42039.72 . 42091.12 . I CXE R om 42142.51 . 42193.90 . I X E . R ww br 42245.29 . 42296.68 . 0 42348.07 . I X E . R 42399.47 . 42450.86 . 42502.25 . I X E . R 42553.64 . 41111 42605.03 . I XHE R 42656.43 . I XHE R 42707.82 . I XHE . R riig 42759.21 . I XHE . R 42810.60 . I XH E . R 00 42861.99 . I WX E . R 42913.39 . I WX E . R 42964.78 . I WX E . R ow 43016.17 . I WX E . R 43067.56 . 43118.95 . I WX E JX 43170.35 . I W CH E . TX • 43221.74 . I WX E _ R *ma 43273.13 . 43324.52 . MO 43375.91 43427.31 . 43478.70 . ,wr 43530.09 43581.48 . I WX E _ R Of 43632.87 . 43684.27 . ** 43735.66 . 43787.05 . 43838.44 . I WX E R' aw 43889.83 . 43941.23 . I WX E . R - 43992.62 . 44044.01 . 1 X E . TX a " 44095.40 . ISO 44146.79 . I XHE . TX 44198.19 . saw 44249.58 . 44300.97 . "iw 44352.36 . I WC HE TX ... 44403.75 . I WC HE . TX 44455.15 . IBBWX E . BX 00 44506.54 . IBBBX E . BX 44557.93 . I X E . R T 44609.32 . IBBBXW E . BE aw 44660.71 . I XW E . JX 44712.10 . I X WE TX w 44763.50 . I XC E R 44814.89 . • 44866.28 . I XC E R 44917.67 w 44969.06 . Iw 45020.46 . 45071.85 . . 0/%45123.24 . wr 45174.63 . I WX E R 45226.02 . .„ 45277.42 . • ow w. or 45328.81 . 45380.20 . im 45431.59 . lit 45482.98 . I X E R 45534.38 . x 45585.77 . 45637.16 . x 6 45688.55 . 45739.94 . wA 45791.34 . 10045842.73 . I XC E . JX 45894.12 . I WX E R OM 45945.51 . I WHC E R 45996.90 . I W X E R 46048.30 . I W X E . TX 0 . 46099.69 . 46151.08 . x 46202.47 . I X C E R 46253.86 . 11 " 4 ' 46305.26 . 010 46356.65 . 46408.04 m046459.43 . 46510.82 . 410 46562.22 . 46613.61 46665.00 . X146716.39 . I XC E R 46767.78 . m46819.17 . 46870.57 . 46921.96 . I WHC E R ova 46973.35 . 47024.74 . I WHC E R mm . I XC E R 47127.53 . I XC E R 4 ' 1 '47178.92 . I XC E . JX 4M0 47230.31 . I XC E R 47281.70 . I XC E R , 47333.09 . I XC E . TX 47384.49 . all 47435.88 . 47487.27 . two 47538.66 . N047590.05 . I XHE R 47641.45 . I XE R 0 47744.23 . rrr 47795.62 w ,, 47 . 47898.41 . 01 47949.80 . 48001.19 w, 48052.58 16048103.97 . 48155.37 . w.648206.76 . x 48258.15 . 48309.54 . 48360.93 . Iwo IVO OM flpf 48412.33 . 48463.72 . I XHE . JX mm 48515.11 . I CXE . R 48566.50 . I CXE . R Mm 48617.89 . I CXE . R 48669.29 . I CXE . R OR 48720.68 . I WCHE . R OW 48772.07 . I WCHE . TX 48823.46 . I WX E . R • 48874.85 . ow 48926.25 . 48977.64 . pm 49029.03 . 49080.42 49131.81 . dim 49183.20 . 49234.60 . I WX E . R mot 49285.99 . 49337.38 . 1.1 49388.77 . so 49440.16 . 49491.56 . 10 49542.95 . 49594.34 . • 49645.73 . 49697.12 . ma 49748.52 . ag 49799.91 . I WX E . R 49851.30 . I WX E . JX mm 49902.69 . I WX E . R 49954.08 . 50005.48 . 50056.87 . MP 50108.26 . I WX E . TX dm 50159.65 . 50211.04 . 4.1. 50262.44 . 50313.83 . 50365.22 . 01%50416.61 . 50468.00 . I XC E . TX No 50519.40 . 50570.79 . omo 50622.18 . I XX mmi 50673.57 . I CXE 50724.96 . I CXE am 50776.36 . I XE . R 50827.75 . Si 50879.14 . mm 50930.53 . 50981.92 . 1111 51033.32 . I XX . R 51084.71 . mm 51136.10 . eig 51187.49 . 51238.88 . I CX 0 . I CXE . JX 51341.67 . I CXE . R 51393.06 . I CXE . R 51444.45 . I CXE . R mm ION 11w 51495.84 . 51547.23 . I XX . R P 51598.63 . 51650.02 . I XX . R 51701.41 . 51752.80 . 51804.19 . I XX R OW 51855.59 . I XX . R 51906.98 . • 51958.37 . 4 52009.76 . I CX . R 52061.15 . I Cx . R Pm 52112.55 . 52163.94 . 52215.33 . 52266.72 . 52318.11 . I XX . R is 52369.51 . 52420.90 . 4.41 52472.29 . voi 52523.68 . 52575.07 . A 52626.47 . 52677.86 . I CX JX Yrt 52729.25 . I CXE . TX 52780.64 . I CXE R 52832.03 . I XE . R •52883.43 . I XX . R 52934.82 - 52986.21 . I XX . R 53037.60 . I XX . R 53088.99 . I XX . R 53140.39 . I XX . R 53191.78 I XX . R emo53243.17 IWCX . R 53294.56 . IWCHE . R "" 53345.95 . IWCHE . R 53397.35 . IWCHE . R 53448.74 IWCHE . R 0 4 4 53500.13 IWCHE . R 53551.52 IWCH E . TX • 53602.91 . I XCE . R 53654.30 . eiw ' 53705.70 . Yrf 53757.09 . I WX E . R 53808.48 . mm w53859.87 . err, 53911.26 . I WXE R 53962.66 . I WX E JX 54014.05 . I W X E TX 54065.44 . I WX E . R w 54116.83 . 54168.22 . ' 44154271.01 . 54322.40 . 804 54373.79 . 54425.18 I WX E . R OW 54476.58 . 54527.97 . w. pla 00 54579.36 . 54630.75 .m 54682.14 . 54733.54 . 54784.93 . s . 54836.32 . 54887.71 . I WX E . R " 54990.50 . oft 55041.89 . I X E . R ry 55093.28 . I WX E . R 55144.67 . I X E . R w1 55196.06 . I X E . R 55247.46 . I XCE . R 55298.85 . I WXE . R ▪ 55350.24 . I XE . R 55401.63 . I XE . JX 101 55453.02 . I CHWE . R 55504.42 . I CHWE . R 411 55555.81 . I XWE . TX emp 55607.20 . IBBCBXE . BX 55658.59 . I CXE . R moN55709.98 . IBBCXE . BE 55761.38 . I CXE . TX MI 55812.77 . I X X . R 55864.16 . I WCEH . R ww 55915.55 . I X X . TX IM I55966.94 . I WXE . R 56018.33 . +*+ 56069.73 . 56121.12 . 56172.51 . 56223.90 56275.29 . 1 ° 1 56326.69 . 56378.08 4° 56429.47 . eli 56480.86 . I XHE . R 56532.25 . yew 56583.65 56635.04 . IMO 56686.43 . um 56737.82 . I XHE . R 56789.21 . utir 56840.61 . I WXE . TX 56892.00 . I XX . JX " . I C X . R 56 . I CX R im, 57046.17 . I CX . R 57097.57 . I CXH . R 57148.96 . I CXH . R 111 57200.35 . I CWX . R 57251.74 . I CWX . R "1 57303.13 . I CWX . R 0057354.53 . I CWX . R 57405.92 . I CWX . R *57457.31 . 1 XX . R 57508.70 . 57560.09 . 57611.49 . I XEH . R tirr wsw we 57662.88 . 57714.27 . sw 57765.66 . sr 57817.05 . 57868.45 . um 57919.84 . 57971.23 . UN 58022.62 . 58074.01 . wo 58125.41 . imp 58176.80 . I XEH . R 58228.19 . I XEH . JX w w 58279.58 . I CWX . TX 58330.97 . We 58382.36 . mom 58433.76 . 58485.15 . al 58536.54 . 58587.93 . " III 58639.32 . se 58690.72 . 58742.11 . I CX . R w 58793.50 . I CX . R 58844.89 . 11W 58896.28 . I CX . R 58947.68 . pm 58999.07 . I CX . R OW 59050.46 . I CXH . R 59101.85 . - 59153.24 . I CXH . R 59204.64 . IR 59256.03 . w 59307.42 . I CXH . R 59358.81 . I XX . R Ai 59410.20 . I WCX . R 59461.60 . I WCX . R "w" 59512.99 . I WCX . R so 59564.38 . I WCX . R 59615.77 . I WCX . R sm 59667.16 . I WCX . R 59718.56 . I WCX . R or 59769.95 . IWCX . R 59821.34 . I XEH . R OM 59872.73 . I X X . R iW 59924.12 . I WCX . R 59975.52 . I WCX . R " 60026.91 . I WCX . R 60078.30 . I XX . R eat 60129.69 . I XX . JX NM 60181.08 . I C X . R 60232.48 . IC X . R M I 60283.87 . IC XH . R 60335.26 . IC XH . R u m 60386.65 . I CXH . R • 60438.04 . I CXH . R 60489.44 . I CXH . R w• 60540.83 . I CXH . R 60592.22 . I CXH . R Ww 60643.61 . I CXH . R ... 60695.00 . I CXH . R r wm ow 60746.39 . I CXH R 60797.79 . ICXH . R 010 60849.18 . IXEH . R 60900.57 . IWCEH . TX 60951.96 . IWCX . R • 61003.35 . IWCX . R 61054.75 . IWCX . R Yr 61106.14 . IXX . R 61157.53 IXX . R �► 61208.92 . IWCX R MW 61260.31 I XX . R 61311.71 I XX R - 61363.10 IXX R 61414.49 IXX . R MO 61465.88 IXX R 61517.27 IXX R 61568.67 IXX . R 11I 61620.06 . IXX R 61671.45 IXX R um OW 994.21 1005.96 1017.71 1029.46 1041.21 1052.96 1064.71 1076.46 1088.21 1099.96 1111.71 AOTES 1. GLOSSARY I = INVERT ELEVATION 00 C = CRITICAL DEPTH W = WATER SURFACE ELEVATION P. H = HEIGHT OF CHANNEL E = ENERGY GRADE LINE OM X = CURVES CROSSING OVER B = BRIDGE ENTRANCE OR EXIT POR Y = WALL ENTRANCE OR EXIT STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY w SIM rrw rrr i1W MO NM rrR MO PPM 1rr +.++*.++++++.+++, ASL Consulting Engineers 01, SHEET NO OF ENGINEER CATE JOB NO BY FP SC5VARX0 1 UR TOPPING. REACHOS CHECKED BY OFFICE TELEPHONE .10 ReACii ZeOtiarbi tut STA. ro STA. (Fr) — 7112!,O qs,3,a6 s 7 gfrrr:IffeZ 9//e2. 17 7 / 2 .17 up&-i(25,-"fili OF C1 H / — 2E(.4 5C 571 S.5 vpsTrzcf/tri F 2/11v AA) ow qi (cg ,Downisrer z ome. r.F9`0. if 2 — E7 53, e/6 vps o Loc 4•1 Oil 5725S. 92- 21 7c/ v p - Ai Ai F — qii 1 102, q3 Psnr2e3AAA 0 F etcr-rq DEO. - s5-37e, q /qe, gq pyusreag-Aivl avrOvg 5 ops F taw 60773, r2-- Kt /67,/4 ;3 (I e 5112671 rti a F- mom are 01. lir e• or ....,.s■, -,■ ..a- ... +•: ww.. -». : r•- . _.. ,a++3ar ..uWf+ew«.a«wswxz Kwww- +.. i. 4 �sw s >...w.w...., ..w. y..aW_ .w+:v..«..nw Pan,au Fis..wu.. -1,0.. <sro- + ..._... MIN VW Oft MO 100 YEAR AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 PROPOSED SCENARIO I FOR SOLUTION FILENAME: SCEN1A.XLS +om REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ow STATION LENGTH STREET FREEBOARD' CALTRANS" SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT .k 48470.42 HEMLOCK OT 1.5 6.0 X 20.0 X 1.5 -- 20 ill 48490.42 OT 1.5 6.0 X 20.0 X 1.5 - mu 35.45 48525.87 0.0 1.5 5.8 X 20.0 X 1.5 1.5 iiii 224.55 48750.42 0.6 1.0 4.5 X 20.0 X 1.5 0.4 OM 485.05 Mr 49235.47 0.6 1.0 4.5 X 20.0 X 1.5 0.4 514.95 Illa 49750.42 0.6 1.0 4.5 X 20.0 X 1.5 0.4 rlll 25 49775.42 0.5 1.0 4.5 X 20.0 X 1.5 0.5 - 20 im 49795.42 BEECH 0.6 0.8 4.5 X 20.0 X 1.5 0.2 297.74 on 50093.16 1.3 0.8 4.5 X 20.0 X 1.5 - O 347.26 50440.42 0.4 0.9 4.0 X 20.0 X 1.5 0.5 - 150 ill 50590.42 0.9 0.7 3.8 X 50.0 X 1.5 - 20.84 w. 50611.26 0.8 0.8 3.8 X 50.0 X 1.5 - 11.09 Nis 50622.35 0.4 0.8 3.8 X 50.0 X 1.5 0.4 on 121.51 50743.86 0.7 0.8 3.8 X 50.0 X 1.5 0.1 rw 247.68 41.1 50991.54 0.7 0.8 3.8 X 50.0 X 1.5 0.1 201.49 W 51193.03 0.3 0.8 3.8 X 50.0 X 1.5 0.5 IMP 42.39 51235.42 0.7 0.8 3.8 X 50.0 X 1.5 0.1 I 20 51255.42 ELM OT 0.9 3.8 X 50.0 X 1.5 ow 35.79 ow 51291.21 0.0 0.9 3.8 X 50.O X 1.5 0.9 14.97 on 51306.18 0.0 0.9 3.8 X 50.0 X 1.5 0.9 or 105.65 51411.83 0.2 0.8 3.8X50.0 X1.5 0.6 MIN 107.53 roi 51519.36 0.3 0.8 3.8 X 50.0 X 1.5 0.5 112.77 ww IN OM * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). Ire " FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 1 of 7 NM WM ma 100 YEAR AMC 111 HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 PROPOSED SCENARIO I FOR SOLUTION FILENAME: SCEN1A.XLS - REVISED WATERSHEDS WITH STREET CAPACITY LIMITS ow STATION LENGTH STREET FREEBOARD' CALTRANS" SECTION FREEBOARD FREEBOARD HGTxBASExZ ENCROACHMENT us 51632.13 0.5 0.8 3.8 X 50.0 X 1.5 0.3 125.43 ON 51757.56 0.6 0.8 3.8 X 50.0 X 1.5 0.2 28.55 on 51786.11 0.6 0.8 3.8X50.0 X1.5 0.2 IN 173.25 sum 51959.36 0.7 0.8 3.8 X 50.0 X 1.5 0.1 66.07 NI 52025.43 0.5 0.8 3.8 X 50.0 X 1.5 0.3 1114 292.52 52317.95 0.6 0.8 3.8 X 50.0 X 1.5 0.2 317.47 52635.42 0.9 0.8 3.8 X 50.0 X 1.5 - w 20 W I 52655.42 POPLAR 0.2 0.8 3.8 X 50.0 X 1.5 0.6 45 e" 52700.42 0.5 0.8 3.8 X 40.0 X 1.5 0.3 ty 27.1 52727.52 0.6 0.6 3.8 X 40.0 X 1.5 - a ' 70.73 52798.25 0.6 0.8 3.8 X 40.0 X 1.5 0.2 173.08 +m 52971.33 0.7 0.8 3.8 X 40.0 X 1.5 0.1 NI 0 52971.33 1.4 0.6 3.8 X 40.0 X 1.5 - O n 12.86 52984.19 1.4 0.6 3.8 X 40.O X 1.5 km 26.47 M ,. 53010.66 1.5 0.6 3.8 X 40.0 X 1.5 - 27.19 ore 53037.85 1.6 0.5 3.8 X 40.0 X 1.5 -- ,,, 27.27 53065.12 1.7 0.5 3.8 X 40.0 X 1.5 - wr 26.95 53092.07 1.8 0.5 3.8 X 40.0 X 1.5 OM 26.35 53118.42 1.9 0.5 3.8X40.0X1.5 - 25.61 sim 53144.03 2.0 0.5 3.8 X 40.0 X 1.5 - 'r 24.74 53168.77 2.1 0.4 3.8 X 40.0 X 1.5 - gm 23.81 ilr" 53192.58 2.1 0.4 3.8 X 40.0 X 1.5 - 22.84 am rr .w. * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). ** FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 2 of 7 PM ( VW 111 100 YEAR AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 PROPOSED SCENARIO I FOR SOLUTION FILENAME: SCEN1A.XLS *w REVISED WATERSHEDS WITH STREET CAPACITY LIMITS W STATION LENGTH STREET FREEBOARD' CALTRANS" SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT u „ 53215.42 2.2 0.4 3.8 X 40.0 X 1.5 - 175 lir 53390.42 0.8 1.1 5.0 X 12.0 X 1.5 0.3 alt 343.06 53733.48 0.7 1.1 5.O X 12.0 X 1.5 0.4 11411 151.72 OM 53885.20 0.6 1.1 5.0 X 12.0 X 1.5 0.5 70.22 a' 53955.42 0.6 1.1 5.0 X 12.0 X 1.5 0.5 20 1w 53975.42 CATAWBA 0.5 1.1 5.0 X 12.0 X 1.5 0.6 ON 0 53975.42 1.9 0.8 5.0 X 12.0 X 1.5 - w1 15 I 53990.42 1.1 0.8 4.5 X 12.0 X 1.5 - 401.28 Imo 54391.70 1.1 0.8 4.5 X 12.0 X 1.5 - air 460.59 54852.29 1.0 0.9 4.5 X 12.0 X 1.5 - - 142.32 54994.61 0.9 0.9 4.5 X 12.0 X 1.5 - ea 74.01 MI 55068.62 0.7 0.9 4.5 X 12.0 X 1.5 0.2 45.3 me 55113.92 0.6 1.0 4.5X12.0 X1.5 0.4 me 29.3 55143.22 0.4 1.0 4.5 X 12.0 X 1.5 0.6 111 18.99 ma 55162.21 0.3 1.0 4.5 X 12.O X 1.5 0.7 11.7 r 55173.91 0.2 1.1 4.5X12.0 X1.5 0.9 ow 6.19 55180.10 0.0 1.1 4.5 X 12.0 X 1.5 1.1 eir 1.86 PM 55181.96 OT 1.3 4.5 X 12.0 X 1.5 - 20 e` 55201.96 CITRUS OT 1.3 4.5 X 12.0 X 1.5 - 20.81 um 55222.77 OT 1.3 4.5 X 12.0 X 1.5 - or 19.19 55241.96 OT 1.3 4.5 X 12.0 X 1.5 - ww 20 NI 55261.96 OT - 5.0 X 17.0 RCB - 93.5 OM 00 M. * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). 11,11 " FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 3 of 7 w. tat um se 100 YEAR AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 PROPOSED SCENARIO I FOR SOLUTION FILENAME: SCEN1A.XLS on REVISED WATERSHEDS WITH STREET CAPACITY LIMITS 11111 STATION LENGTH STREET FREEBOARD* CALTRANS'* SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT MI 55355.46 - - 5.0 X 17.0 RCB - 0 iiii 55355.46 - - 5.0 X 17.0 RCB - 20.5 IIIIII 55375.96 OT - 5.0 X 17.0 RCB - r1110 25.17 OM 55401.13 2.0 1.5 6.0 X12.0 X1.5 - 154.55 'e 55555.68 2.0 1.5 6.0 X 12.0 X 1.5 - 105.02 ww 55660.70 2.6 0.9 6.0 X 12.0 X 1.5 - rm 80.43 55741.13 1.1 0.9 4.5X12.0 X1.5 - ww 700.35 ale 56441.48 1.1 0.9 4.5 X 12.0 X 1.5 - 263.88 WIN 56705.36 1.0 0.9 4.5 X 12.0 X 1.5 - lie 100.77 56806.13 0.9 0.9 4.5 X 12.0 X 1.5 - "" 70 ote 56876.13 1.5 1.1 5.5X 12.0 X 1.5 - 20 WS 56896.13 OLEANDER 0.2 1.1 5.5 X 12.0 X 1.5 0.9 36.35 me 56932.48 0.3 1.1 5.5 X 12.0 X 1.5 0.8 - 34.7 56967.18 0.5 1.1 5.5 X 12.0 X 1.5 0.6 air 33 pm 57000.18 0.7 1.1 5.5 X 12.0 X 1.5 0.4 31.25 MI 57031.43 0.8 1.0 5.5 X 12.0 X 1.5 0.2 NM 29.41 57060.84 1.0 1.0 5.5 X 12.0 X 1.5 - rrr 27.44 MI 57088.28 1.2 1.0 5.5 X 12.0 X 1.5 - 25.33 1I 57113.61 1.3 1.0 5.5X12.0 X1.5 - 22.99 MO 57136.60 1.5 1.0 5.5 X 12.0 X 1.5 -- 1r1 19.53 57156.13 1.6 1.0 5.5X12.0 X1.5 - ow 179.96 ON 57336.09 1.7 1.0 5.5 X 12.0 X 1.5 - 274.11 w, err "w * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). w■ "* FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 4 of 7 iim w. air 100 YEAR AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 PROPOSED SCENARIO I FOR SOLUTION FILENAME: SCEN1A.XLS MI REVISED WATERSHEDS WITH STREET CAPACITY LIMITS firi STATION LENGTH STREET FREEBOARD' CALTRANS" SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT 57610.20 1.8 0.9 5.5 X 12.0 X 1.5 - 555.93 IN 58166.13 1.8 0.9 5.5X12.0 X1.5 - ow 25 58191.13 1.8 0.9 5.5X12.0 X1.5 - 1N 20 58211.13 CYPRESS 0.7 1.0 5.5 X 12.0 X 1.5 0.3 PM 495 ill 58706.13 0.5 0.9 4.5 X 12.0 X 1.5 0.4 81.12 IN 58787.25 0.7 0.9 4.5 X 12.0 X 1.5 0.2 JIM 81.93 58869.18 0.8 0.8 4.5 X 12.0 X 1.5 - aim 84.08 • 58953.26 0.9 0.8 4.5 X 12.0 X 1.5 - 88.57 !I 59041.83 1.1 0.8 4.5 X 12.0 X 1.5 - lir 97.9 59139.73 1.2 0.8 4.5 X 12.0 X 1.5 - Mw 120.53 la 59260.26 1.3 0.8 4.5 X 12.0 X 1.5 - 80.14 N 59340.40 1.4 0.8 4.5 X 12.0 X 1.5 - 0 arf 59340.40 2.1 0.6 4.5 X 12.0 X 1.5 - 15.73 59356.13 2.1 0.6 4.5 X 12.0 X 1.5 - lr 50 59406.13 2.2 0.5 4.3 X 12.0 X 1.5 - wR 100 - 59506.13 1.1 0.8 3.9 X 12.0 X 1.5 - 20 imo 59526.13 JUNIPER OT 0.8 3.8 X 12.0 X 1.5 - or 25.96 59552.09 0.0 0.8 3.7 X 12.0 X 1.5 0.8 PM 154.04 • 59706.13 1.7 0.3 3.0 X 12.0 X 1.5 - 172.57 ow 59878.70 1.5 0.5 3.0 X 12.0 X 1.5 - lid 8.21 59886.91 1.5 0.5 3.0 X 12.0 X 1.5 - - 155.2 am 60042.11 1.7 0.3 3.O X 12.0 X 1.5 - 23.91 MI irr OW * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). " FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 5 of 7 or air IN II 100 YEAR AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 PROPOSED SCENARIO I FOR SOLUTION FILENAME: SCEN1A.XLS ON REVISED WATERSHEDS WITH STREET CAPACITY LIMITS 1111 STATION LENGTH STREET FREEBOARD' CALTRANS*' SECTION FREEBOARD FREEBOARD HGT x BASE x Z ENCROACHMENT ens 60066.02 1.7 0.3 3.0 X 12.0 X 1.5 - 35.35 lir 60101.37 1.6 0.4 3.0 X12.0 X1.5 -- WO 20.53 60121.90 1.5 0.4 3.0 X12.0 X1.5 - MI 13.25 60135.15 1.5 0.4 3.OX 12.OX 1.5 - me 8.85 r 60144.00 1.4 0.4 3.OX12.OX1.5 - 5.87 60149.87 1.3 0.4 3.O X 12.0 X 1.5 - 1l1 3.68 60153.55 1.3 0.4 3.0 X12.0 X1.5 - w° 1.98 Ile 60155.53 1.2 0.5 3.O X 12.0 X 1.5 - 0.6 m u 60156.13 1.1 0.5 3.OX12.OX1.5 - r y 5.64 60161.77 1.1 0.5 3.OX12.OX1.5 - +lm 28.43 in 60190.20 1.0 0.5 3.O X 12.0 X 1.5 -- 132.09 OM 60322.29 0.9 0.5 3.0 X 12.0 X 1.5 - 229.99 Ur 60552.28 0.9 0.5 3.0 X 12.0 X 1.5 - p 95.17 60647.45 0.9 0.5 3.0 X 12.0 X 1.5 - iv 22.6 w 60670.05 0.9 0.5 3.0 X 12.0 X 1.5 - 0 vi 60670.05 1.4 0.4 3.0 X 12.0 X 1.5 - 9.32 ego 60679.37 1.4 0.4 3.O X 12.0 X 1.5 - re 13.6 Mill 60692.97 1.5 0.4 3.0 X 12.0 X 1.5 -- 14.01 III 60706.98 1.5 0.4 3.0 X 12.0 X 1.5 - 14.15 set 60721.13 1.5 0.5 3.O X 12.0 X 1.5 - IIII 10.88 60732.01 1.4 0.5 3.0 X 12.0 X 1.5 - 8.87 - 60740.88 1.4 0.5 3.0 X 12.0 X 1.5 - 6.24 Mil NM Se * FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). or ** FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 6 of 7 100 YEAR AMC III HYDRAULICS FOR 1 -10 CHANNEL, FONTANA DATE: 7/19/95 PROPOSED SCENARIO I FOR SOLUTION FILENAME: SCEN1A.XLS REVISED WATERSHEDS WITH STREET CAPACITY LIMITS 1ri STATION LENGTH STREET FREEBOARD* CALTRANS** SECTION FREEBOARD FREEBOARD HGTx BASE xZ ENCROACHMENT um 60747.12 1.3 0.5 3.O X 12.0 X 1.5 - 4.28 60751.40 1.2 0.5 3.O X 12.0 X 1.5 - 2.75 60754.15 1.2 0.5 3.O X 12.0 X 1.5 - 1.51 60755.66 1.1 0.6 3.0 X 12.0 X 1.5 0.47 r11t 60756.13 1.1 0.5 3.O X 12.0 X 1.5 - 33.36 60789.49 SIERRA OT - 2.0 X 11.0 RCB - 176.8 60966.29 OT - 2.0 X 11.0 RCB - w 705.16 �1 61671.45 0.8 0.5 3.0 X12.0 X1.5 - n u IWIi 1111 loll Imo 1111 ww uw 1r1 tar FREEBOARD CALCULATED FROM STANDARD STEP HYDRAULIC ANALYSIS (WSPG). ** FREEBOARD CALCULATED FROM CALTRANS HIGHWAY DESIGN MANUAL TOPIC 866. Page 7 of 7 • ir1l F 0 5 1 5 P PAGE NO 3 WATER.SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - iMw CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "B" MN HEADING LINE NO 2 IS - pa Ills NO CHOKE IN STORM DRAIN mMEADING LINE NO 3 IS - FILE: CITRUS60.ELM NO OD on ewe i111 AN IMO oft �rtw wr Yrll INS +�r UN Am OW eMw tor Ins w. /NATE: 7/19/1995 TIME: 17:42 "" F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 4 4ARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) :ODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP !�I CD 1 3 0 0.00 3.00 6.00 0.00 0.00 0.00 2 4 5.00 WAD 3 4 2.00 CD 4 4 4.50 iwCD 5 4 4.00 'D 6 4 3.50 CD 7 4 1.50 B CD 8 4 3.00 ;D 9 4 2.50 ma its mum NW aA 11111 it JIIII 1 1�► w1 mg tat F 0 5 1 5 P PAGE NO 2 * WATER.SURFACE PROFILE - ELEMENT CARD LISTING WWI ELEMENT NO 1 IS A SYSTEM OUTLET * * * ow U/S DATA STATION INVERT SECT W S ELEV 995.68 1081.50 1 1086.50 ow ELEMENT NO 2 IS A REACH * * * OW U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 11111 1022.00 1081.63 1 0.014 0.00 0.00 0.00 0 04LEMENT NO 3 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 1111► 1037.00 1081.70 2 0.014 Am LEMENT NO 4 IS A REACH * * * 1111 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1067.79 1081.86 2 0.013 0.00 0.00 0.00 0 s LEMENT NO 5 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Ow 1116.49 1082.10 2 0.013 0.00 31.00 0.00 0 LEMENT NO 6 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 40 1475.48 1083.90 2 0.013 0.00 0.00 0.00 1 Ww ELEMENT NO 7 IS A JUNCTION * * * * * * * NM U/S DATA STATION INVERT SECT LAT -1 LAT-2 N Q3 04 INVERT-3 INVERT -4 PHI 3 PHI 4 1480.14 1083.92 2 3 3 0.014 2.8 2.8 1085.41 1085.41 45.00 45.00 WW LEMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H WO 1781.36 1085.43 2 0.013 0.00 0.00 0.00 0 " NO 9 IS A REACH * * * WW U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1795.70 1085.50 2 0.013 0.00 9.13 0.00 0 LEMENT NO 10 IS A TRANSITION * * * Ior U/S DATA STATION INVERT SECT N 1800.36 1086.05 4 0.014 oft 111il.EMENT NO 11 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1900.00 1087.05 4 0.013 0.00 0.00 0.00 1 tLEMENT NO 12 IS A REACH * * * err U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2010.41 1088.15 4 0.013 0.00 0.00 0.00 0 WW ELEMENT NO 13 IS A JUNCTION * * * * * * * w U/S DATA STATION INVERT SECT LAT-1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 AWL 2015.07 1088.20 4 3 0 0.014 14.6 0.0 1089.42 0.00 45.00 0.00 won OW am WM OM Ili F 0 5 1 5 P PAGE NO 3 M WATER.SURFACE PROFILE - ELEMENT CARD LISTING 1M ELEMENT NO 14 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2105.00 1089.10 4 0.013 0.00 0.00 0.00 0 WM ELEMENT NO 15 IS A JUNCTION * * * * * * * mim U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 04 INVERT -3 INVERT-4 PHI 3 PHI 4 Wo 2111.33 1089.66 5 3 3 0.014 12.8 12.8 1090.58 1090.58 60.00 45.00 oWLEMENT NO 16 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H NW 2377.00 1092.32 5 0.013 0.00 0.00 0.00 0 mm LEMENT NO 17 IS A JUNCTION * * * * * * * Mg U/S DATA STATION INVERT SECT LAT -1 LAT-2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2383.33 1092.50 6 3 3 0.014 10.5 10.5 1093.54 1093.54 60.00 45.00 SEP soLEMENT NO 18 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H mm 2462.69 1093.00 6 0.013 0.00 59.37 0.00 0 lELEMENT NO 19 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H gm 2797.67 1101.80 6 0.013 0.00 0.00 0.00 0 OM ELEMENT NO 20 IS A REACH * * * mm U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2900.00 1103.78 6 0.013 0.00 0.00 0.00 1 WI 4 14LEMENT NO 21 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H WO 3116.00 1106.84 6 0.013 0.00 0.00 0.00 0 " NO 22 IS A JUNCTION * * * * * * * MO U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 3122.33 1106.93 6 7 0 0.014 19.5 0.0 1107.88 0.00 45.00 0.00 LEMENT NO 23 IS A REACH * * * OW U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3230.00 1107.67 6 0.013 0.00 0.00 0.00 0 mom MO mm 40 mm WO mmi Mfr ow 01 w■ OW w* /iI F0515P PAGE NO 4 ok WATER.SURFACE PROFILE - ELEMENT CARD LISTING UM ELEMENT NO 24 IS A REACH * * * ,M U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3697.84 1114.80 6 0.013 0.00 0.00 0.00 0 SW ELEMENT NO 25 IS A JUNCTION * * * * * * * olo U/S DATA STATION INVERT SECT LAT -1 LAT-2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 Um 3704.17 1115.30 8 7 9 0.014 16.2 44.8 1115.50 1115.20 30.00 60.00 OAILEMENT NO 26 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H NW 4000.00 1118.96 8 0.013 0.00 0.00 0.00 0 Am LEMENT NO 27 IS A REACH * * * NNl U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4212.67 1121.60 8 0.013 0.00 0.00 0.00 0 NMI * LEMENT NO 28 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ow 4706.50 1127.00 8 0.013 0.00 0.00 0.00 1 - ELEMENT NO 29 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 ow 4708.00 1127.10 8 7 0 0.014 14.5 0.0 1128.25 0.00 90.00 0.00 MA ELEMENT NO 30 IS A REACH * * * me U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Nit 4745.16 1129.70 8 0.013 0.00 0.00 0.00 0 CLEMENT NO 31 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 MN 4751.17 1129.90 8 8 0 0.014 10.9 0.0 1132.20 0.00 60.00 0.00 `CEMENT NO 32 IS A REACH * * * tot U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4780.97 1130.20 8 0.013 0.00 0.00 45.00 0 oko LEMENT NO 33 IS A SYSTEM HEADWORKS * * ow U/S DATA STATION INVERT SECT W S ELEV me 4780.97 1130.20 8 0.00 EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING rNIWARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC o w MO wA O W sw 1W 401 OW gm OM me. ANNCENSEE: A.S.L. CONSULTING ENGINEERS FO515P PAGE 1 WATER SURFACE PROFILE LISTING o "" CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "B" NO CHOKE IN STORM DRAIN OM FILE: CITRUS6O.ELM 'TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR OW ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER . • /ELEM SO SF AVE HF NORM DEPTH ZR a " 995.68 1081.50 5.000 1086.500 183.6 10.34 1.661 1088.161 0.00 3.000 3.00 6.00 0.00 0 0.00 OW 26.32 0.00494 .009675 0.25 3.000 0.00 ww 1022.00 1081.63 5.125 1086.755 183.6 10.34 1.661 1088.416 0.00 3.000 3.00 6.00 0.00 0 0.00 TRANS STR 0.00467 .007719 0.12 0.00 moo 401037.00 1081.70 5.504 1087.204 183.6 9.35 1.358 1088.562 0.00 3.880 5.00 0.00 0.00 0 0.00 - 30.79 0.00520 .004970 0.15 4.001 0.00 OW 1067.79 1081.86 5.497 1087.357 183.6 9.35 1.358 1088.715 0.00 3.880 5.00 0.00 0.00 0 0.00 48.70 0.00493 .004970 0.24 4.117 0.00 MO 1116.49 1082.10 5.659 1087.759 183.6 9.35 1.358 1089.117 0.00 3.880 5.00 0.00 0.00 0 0.00 Num se 358.99 0.00501 .004970 1.78 4.078 0.00 X 1475.48 1083.90 5.711 1089.611 183.6 9.35 1.358 1090.969 0.00 3.880 5.00 0.00 0.00 0 0.00 ICT STR 0.00429 .005590 0.03 0.00 CB FL= 104(.33 4 104q. YJ 1480.14 1083.92 5.874 1089.794 178.0 9.07 1.276 1091.070 0.00 3.822 5.00 0.00 0.00 0 0.00 301.22 0.00501 .004671 1.41 3.950 0.00 PRP 1781.36 1085.43 5.771 1091.201 178.0 9.07 1.276 1092.477 0.00 3.822 5.00 0.00 0.00 0 0.00 14.34 0.00488 .004671 0.07 4.003 0.00 rr1795.7O 1085.50 5.850 1091.350 178.0 9.07 1.276 1092.626 0.00 3.822 5.00 0.00 0.00 0 0.00 ° 'TANS STR 0.11803 .007459 0.03 0.00 1800.36 1086.05 4.799 1090.849 178.0 11.19 1.945 1092.794 0.00 3.869 4.50 0.00 0.00 0 0.00 moo 99.64 0.01004 .008193 0.82 3.348 0.00 MO 1900.00 1087.05 4.713 1091.763 178.0 11.19 1.945 1093.708 0.00 3.869 4.50 0.00 0.00 0 0.00 sw 40 110.41 0.00996 .008193 0.90 3.359 0.00 ww ow ..o r.r um 00ICENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 2 WATER SURFACE PROFILE LISTING m' CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "B" NO CHOKE IN STORM DRAIN FILE: CITRUS60.ELM STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER oo L /ELEM SO SF AVE HF NORM DEPTH ZR 004 2010.41 1088.15 4.518 1092.668 178.0 11.19 1.945 1094.613 0.00 3.869 4.50 0.00 0.00 0 0.00 1111 JUNCT STR 0.01073 .008755 0.04 0.00 io „QT 1 L = /10/,2q 2015.07 1088.20 5.027 1093.227 163.4 10.27 1.639 1094.866 0.00 3.734 4.50 0.00 0.00 0 0.00 MIS 89.93 0.01001 .006904 0.62 3.131 0.00 a.q 00 2105.00 1089.10 4.748 1093.848 163.4 10.27 1.639 1095.487 0.00 3.734 4.50 0.00 0.00 0 0.00 +110JNCT STR 0.08847 .009340 0.06 0.00 ria riK FL = 1100.75 t FL= 1109.72 2111.33 1089.66 4.475 1094.135 137.8 10.97 1.867 1096.002 0.00 3.490 4.00 0.00 0.00 0 0.00 265.67 0.01001 .009203 2.44 3.140 0.00 MO 2377.00 1092.32 4.260 1096.580 137.8 10.97 1.867 1098.447 0.00 3.490 4.00 0.00 0.00 0 0.00 m1NCT STR 0.02844 .013152 0.08 0.00 CB FL= 1102.66 t F 71102.q1 d„ 2383.33 1092.50 4.306 1096.806 116.8 12.14 2.289 1099.095 0.00 3.226 3.50 0.00 0.00 0 0.00 '" 79.36 0.00630 .013477 1.07 3.500 0.00 " 1093.00 5.247 1098.247 116.8 12.14 2.289 1100.536 0.00 3.226 3.50 0.00 0.00 0 0.00 Mrtt 46.22 0.02627 .013477 0.62 2.191 0.00 sou 2508.91 1094.21 4.657 1098.871 116.8 12.14 2.289 1101.160 0.00 3.226 3.50 0.00 0.00 0 0.00 ow HYDRAULIC JUMP 0.00 ++w 2508.91 1094.21 2.222 1096.436 116.8 18.13 5.101 1101.537 0.00 3.226 3.50 0.00 0.00 0 0.00 "" 106.22 0.02627 .024658 2.62 2.191 0.00 404 2615.13 1097.01 2.256 1099.261 116.8 17.81 4.926 1104.187 0.00 3.226 3.50 0.00 0.00 0 0.00 oo 100.54 0.02627 .022771 2.29 2.191 0.00 rw 2715.67 1099.65 2.352 1101.998 116.8 16.98 4.478 1106.476 0.00 3.226 3.50 0.00 0.00 0 0.00 um wr 50.46 0.02627 .020263 1.02 2.191 0.00 IPPO Imo INV wr JNIMCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 3 WATER SURFACE PROFILE LISTING - CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "B" NO CHOKE IN STORM DRAIN FILE: CITRUS60.ELM 1rn STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER . /ELEM SO SF AVE HF NORM DEPTH ZR sme * * * * * * * * * * * * * * * * * * * * * * * ** * * * * *, err************* ** * * * * * * * * * * * * * * * * * * * * * ** * * * * ** X2766.13 1100.97 2.456 1103.427 116.8 16.19 4.070 1107.497 0.00 3.226 3.50 0.00 0.00 0 0.00 rat 31.54 0.02627 .018086 0.57 2.191 0.00 isa 2797.67 1101.80 2.568 1104.368 116.8 15.44 3.701 1108.069 0.00 3.226 3.50 0.00 0.00 0 0.00 i, 65.50 0.01935 .016247 1.06 2.443 0.00 wr, 4'02863.17 1103.07 2.682 1105.749 116.8 14.76 3.382 1109.131 0.00 3.226 3.50 0.00 0.00 0 0.00 au 36.83 0.01935 .014677 0.54 2.443 0.00 2900.00 1103.78 2.818 1106.598 116.8 14.07 3.075 1109.673 0.00 3.226 3.50 0.00 0.00 0 0.00 00 103.82 0.01417 .013724 1.42 2.793 0.00 N W 3003.82 1105.25 2.863 1108.114 116.8 13.86 2.983 1111.097 0.00 3.226 3.50 0.00 0.00 0 0.00 90.71 0.01417 .012952 1.17 2.793 0.00 3094.53 1106.54 3.024 1109.560 116.8 13.21 2.711 1112.271 0.00 3.226 3.50 0.00 0.00 0 0.00 mw 21.47 0.01417 .012042 0.26 2.793 0.00 ""3116.00 1106.84 3.226 1110.066 116.8 12.60 2.464 1112.530 0.00 3.226 3.50 0.00 0.00 0 0.00 JUNCT STR 0.01422 .012203 0.08 0.00 .!+C6 FG - (1 r5, yO 3122.33 1106.93 4.315 1111.245 97.3 10.11 1.588 1112.833 0.00 3.038 3.50 0.00 0.00 0 0.00 irr w 107.67 0.00687 .009353 1.01 3.500 0.00 1 1107.67 4.582 1112.252 97.3 10.11 1.588 1113.840 0.00 3.038 3.50 0.00 0.00 0 0.00 om 139.91 0.01524 .009353 1.31 2.332 0.00 Ur 3369.91 1109.80 3.760 1113.562 97.3 10.11 1.588 1115.150 0.00 3.038 3.50 0.00 0.00 0 0.00 DRAULIC JUMP 0.00 OW 3369.91 1109.80 2.354 1112.156 97.3 14.14 3.106 1115.262 0.00 3.038 3.50 0.00 0.00 0 0.00 1rr 148.15 0.01524 .014587 2.16 2.332 0.00 r r.r w LICENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 4 WATER SURFACE PROFILE LISTING CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "B" NO CHOKE IN STORM DRAIN FILE: CITRUS60.ELM AIN TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR tit ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER um /ELEM SO SF AVE HF NORM DEPTH ZR *m3518.06 1112.06 2.386 1114.446 97.3 13.93 3.011 1117.457 0.00 3.038 3.50 0.00 0.00 0 0.00 me 98.62 0.01524 .013539 1.34 2.332 0.00 3616.68 1113.56 2.492 1116.055 97.3 13.28 2.738 1118.793 0.00 3.038 3.50 0.00 0.00 0 0.00 42.59 0.01524 .012097 0.52 2.332 0.00 eft +3659.27 1114.21 2.607 1116.819 97.3 12.66 2.489 1119.308 0.00 3.038 3.50 0.00 0.00 0 0.00 se 22.86 0.01524 .010855 0.25 2.332 0.00 3682.13 1114.56 2.733 1117.294 97.3 12.07 2.262 1119.556 0.00 3.038 3.50 0.00 0.00 0 0.00 +sw 11.89 0.01524 .009801 0.12 2.332 0.00 ils 3694.02 1114.74 2.874 1117.616 97.3 11.51 2.056 1119.672 0.00 3.038 3.50 0.00 0.00 0 0.00 ss, my 3.82 0.01524 .008938 0.03 2.332 0.00 4 3697.84 1114.80 3.038 1117.838 97.3 10.97 1.868 1119.706 0.00 3.038 3.50 0.00 0.00 0 0.00 'ACT STR 0.07899 .006679 0.04 0.00 C6 FL = !124.66 " 1115.30 4.716 1120.016 36.3 5.14 0.409 1120.425 0.00 1.959 3.00 0.00 0.00 0 0.00 tor 182.31 0.01237 .002939 0.54 1.480 0.00 AIM 3886.48 1117.56 3.000 1120.556 36.3 5.14 0.409 1120.965 0.00 1.959 3.00 0.00 0.00 0 0.00 24.64 0.01237 .002753 0.07 1.480 0.00 tim6911.12 1117.86 2.721 1120.581 36.3 5.39 0.450 1121.031 0.00 1.959 3.00 0.00 0.00 0 0.00 01 " 11.96 0.01237 .002681 0.03 1.480 0.00 wr 3923.08 1118.01 2.560 1120.568 36.3 5.65 0.496 1121.064 0.00 1.959 3.00 0.00 0.00 0 0.00 lot 0.32 0.01237 .002773 0.00 1.480 0.00 NW 3923.40 1118.01 2.560 1120.572 36.3 5.65 0.496 1121.068 0.00 1.959 3.00 0.00 0.00 0 0.00 IpORAULIC JUMP 0.00 vse "rn a. I'CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 5 WATER SURFACE PROFILE LISTING m"' CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "B" NO CHOKE IN STORM DRAIN FILE: CITRUS60.ELM • ;TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR OM ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER . • /ELEM SO SF AVE HF NORM DEPTH ZR 0 1118.01 1.480 1119.492 36.3 10.45 1.695 1121.187 0.00 1.959 3.00 0.00 0.00 0 0.00 MW 76.60 0.01237 .012402 0.95 1.480 0.00 4000.00 1118.96 1.480 1120.440 36.3 10.45 1.695 1122.135 0.00 1.959 3.00 0.00 0.00 0 0.00 MO 82.78 0.01241 .012402 1.03 1.480 0.00 mom X4082.78 1119.99 1.480 1121.468 36.3 10.45 1.695 1123.163 0.00 1.959 3.00 0.00 0.00 0 0.00 -r 129.89 0.01241 .011681 1.52 1.480 0.00 4212.67 1121.60 1.535 1123.135 36.3 9.98 1.545 1124.680 0.00 1.959 3.00 0.00 0.00 0 0.00 • 181.26 0.01094 .010960 1.99 1.535 0.00 Wm 4393.93 1123.58 1.535 1125.117 36.3 9.98 1.545 1126.662 0.00 1.959 3.00 0.00 0.00 0 0.00 w eve 162.73 0.01094 .010832 1.76 1.535 0.00 4556.66 1125.36 1.545 1126.906 36.3 9.89 1.518 1128.424 0.00 1.959 3.00 0.00 0.00 0 0.00 M' 90.21 0.01094 .010070 0.91 1.535 0.00 '4646.87 1126.35 1.605 1127.953 36.3 9.43 1.380 1129.333 0.00 1.959 3.00 0.00 0.00 0 0.00 30.43 0.01094 .008882 0.27 1.535 0.00 4677.30 1126.68 1.668 1128.349 36.3 8.99 1.254 1129.603 0.00 1.959 3.00 0.00 0.00 0 0.00 wo 15.54 0.01094 .007842 0.12 1.535 0.00 mm ▪ V4692.84 1126.85 1.734 1128.585 36.3 8.57 1.140 1129.725 0.00 1.959 3.00 0.00 0.00 0 0.00 • 8.41 0.01094 .006932 0.06 1.535 0.00 'rrr 4701.25 1126.94 1.804 1128.747 36.3 8.17 1.037 1129.784 0.00 1.959 3.00 0.00 0.00 0 0.00 4.01 0.01094 .006136 0.02 1.535 0.00 aw 4705.26 1126.99 1.879 1128.865 36.3 7.79 0.943 1129.808 0.00 1.959 3.00 0.00 0.00 0 0.00 e. mm 1.24 0.01094 .005437 0.01 1.535 0.00 NMI ur Pe liggCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 6 WATER SURFACE PROFILE LISTING ** CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "8" 11x11 NO CHOKE IN STORM DRAIN FILE: CITRUS60.ELM owl ;TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 111r ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 4011 /ELEM SO SF AVE HF NORM DEPTH ZR ows4706.50 1127.00 1.959 1128.959 36.3 7.42 0.856 1129.815 0.00 1.959 3.00 0.00 0.00 0 0.00 y JUNCT STR 0.06667 .003510 0.01 0.00 Cr 3 FL= 1J36.36 4708.00 1127.10 2.917 1130.017 21.8 3.11 0.150 1130.167 0.00 1.501 3.00 0.00 0.00 0 0.00 3.04 0.06997 .000943 0.00 0.710 0.00 ,4711.04 1127.31 2.692 1130.005 21.8 3.26 0.165 1130.170 0.00 1.501 3.00 0.00 0.00 0 0.00 aw 2.01 0.06997 .000978 0.00 0.710 0.00 4713.05 1127.45 2.537 1129.990 21.8 3.42 0.182 1130.172 0.00 1.501 3.00 0.00 0.00 0 0.00 op 0.42 0.06997 .001022 0.00 0.710 0.00 Mg 4713.47 1127.48 2.511 1129.993 21.8 3.45 0.185 1130.178 0.00 1.501 3.00 0.00 0.00 0 0.00 al eAULIC JUMP 0.00 4713.47 1127.48 0.847 1128.329 21.8 13.29 2.744 1131.073 0.00 1.501 3.00 0.00 0.00 0 0.00 O' 1.15 0.06997 .034943 0.04 0.710 0.00 " 1127.56 0.850 1128.413 21.8 13.22 2.714 1131.127 0.00 1.501 3.00 0.00 0.00 0 0.00 r11r 5.79 0.06997 .032522 0.19 0.710 0.00 Pax 4720.41 1127.97 0.880 1128.848 21.8 12.61 2.469 1131.317 0.00 1.501 3.00 0.00 0.00 0 0.00 1rr 4.68 0.06997 .028464 0.13 0.710 0.00 ww 0.4725.09 1128.30 0.910 1129.206 21.8 12.02 2.243 1131.449 0.00 1.501 3.00 0.00 0.00 0 0.00 m" 3.81 0.06997 .024914 0.09 0.710 0.00 two 4728.90 1128.56 0.942 1129.505 21.8 11.46 2.040 1131.545 0.00 1.501 3.00 0.00 0.00 0 0.00 3.15 0.06997 .021826 0.07 0.710 0.00 4732.05 1128.78 0.976 1129.759 21.8 10.93 1.854 1131.613 0.00 1.501 3.00 0.00 0.00 0 0.00 ysst 2.65 0.06997 .019123 0.05 0.710 0.00 AM ®11 r.. 0N10ENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 7 WATER SURFACE PROFILE LISTING oft CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "B" NO CHOKE IN STORM DRAIN IWO FILE: CITRUS60.ELM ww NATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR - ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ear /ELEM SO SF AVE HF NORM DEPTH ZR wo4734.70 1128.97 1.010 1129.978 21.8 10.42 1.686 1131.664 0.00 1.501 3.00 0.00 0.00 0 0.00 2.20 0.06997 .016753 0.04 0.710 0.00 sot 4736.90 1129.12 1.046 1130.168 21.8 9.93 1.532 1131.700 0.00 1.501 3.00 0.00 0.00 0 0.00 irr 1.85 0.06997 .014683 0.03 0.710 0.00 0,04738.75 1129.25 1.083 1130.334 21.8 9.47 1.393 1131.727 0.00 1.501 3.00 0.00 0.00 0 0.00 ,mow 1.53 0.06997 .012873 0.02 0.710 0.00 4740.28 1129.36 1.122 1130.481 21.8 9.03 1.266 1131.747 0.00 1.501 3.00 0.00 0.00 0 0.00 eon 1.28 0.06997 .011288 0.01 0.710 0.00 se 4741.56 1129.45 1.162 1130.610 21.8 8.61 1.151 1131.761 0.00 1.501 3.00 0.00 0.00 0 0.00 1.03 0.06997 .009905 0.01 0.710 0.00 NW ilia 4742.59 1129.52 1.205 1130.725 21.8 8.21 1.047 1131.772 0.00 1.501 3.00 0.00 0.00 0 0.00 010 0.84 0.06997 .008696 0.01 0.710 0.00 " 1129.58 1.249 1130.828 21.8 7.83 0.951 1131.779 0.00 1.501 3.00 0.00 0.00 0 0.00 ow 0.66 0.06997 .007634 0.01 0.710 0.00 soft 4744.09 1129.62 1.294 1130.919 21.8 7.46 0.865 1131.784 0.00 1.501 3.00 0.00 0.00 0 0.00 rr 0.49 0.06997 .006705 0.00 0.710 0.00 rrr4744.58 1129.66 1.342 1131.001 21.8 7.12 0.787 1131.788 0.00 1.501 3.00 0.00 0.00 0 0.00 1000 0.33 0.06997 .005894 0.00 0.710 0.00 IOW 4744.91 1129.68 1.392 1131.075 21.8 6.78 0.715 1131.790 0.00 1.501 3.00 0.00 0.00 0 0.00 on 0.19 0.06997 .005184 0.00 0.710 0.00 wo 4745.10 1129.70 1.445 1131.141 21.8 6.47 0.650 1131.791 0.00 1.501 3.00 0.00 0.00 0 0.00 "1r 0.06 0.06997 .004559 0.00 0.710 0.00 irr w.. Ysr ii111''CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 8 WATER SURFACE PROFILE LISTING "r CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "B" NO CHOKE IN STORM DRAIN FILE: CITRUS60.ELM WWI NATION INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER wr /ELEM SO SF AVE HF NORM DEPTH ZR *x4745.16 1129.70 1.501 1131.201 21.8 6.16 0.590 1131.791 0.00 1.501 3.00 0.00 0.00 0 0.00 JUNCT STR 0.03328 .002693 0.02 0.00 /136. 7 Z ' FL = IOC J 1 4751.17 1129.90 2.104 1132.004 10.9 2.06 0.066 1132.070 0.00 1.046 3.00 0.00 0.00 0 0.00 8.53 0.01007 .000402 0.00 0.820 0.00 ss X4759.70 1129.99 2.015 1132.001 10.9 2.16 0.072 1132.073 0.00 1.046 3.00 0.00 0.00 0 0.00 w 7.88 0.01007 .000451 0.00 0.820 0.00 4767.58 1130.07 1.932 1131.997 10.9 2.26 0.080 1132.077 0.00 1.046 3.00 0.00 0.00 0 0.00 wf► 7.22 0.01007 .000509 0.00 0.820 0.00 Ow 4774.80 1130.14 1.855 1131.993 10.9 2.37 0.088 1132.081 0.00 1.046 3.00 0.00 0.00 0 0.00 AIM NW 6.17 0.01007 .000571 0.00 0.820 0.00 w 4780.97 1130.20 1.789 1131.989 10.9 2.48 0.096 1132.085 0.00 1.046 3.00 0.00 0.00 0 0.00 wr oft w�v OW WWI OW oft irr we w.w w rrr +rr 1111011 Wit CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "B" NO CHOKE IN STORM DRAIN FILE: CITRUS60.ELM OW - 995.68 .I X W E . R 1018.62 . 11111* 1041.56 .1 X W E . TX or 1064.50 .I C HW E R 1087.44 .I C HW E . R nom 1110.39 . 1133.33 . I C H W E . R 1156.27 . Mw 1179.21 . 1202.15 . MW 1225.09 . 1248.03 . • 1270.97 . 10 1293.91 . 1316.86 . w 1339.80 . 1362.74 . 1385.68 . 1408.62 . aft 1431.56 . - 1454.50 . 1477.44 . I C HW E JX Pri 1500.39 . I C H W E . R 1523.33 . 1546.27 . 1569.21 . Ou 1592.15 . MO 1615.09 . 1638.03 . "" 1660.97 . ire 1683.91 . 1706.86 . elver 1729.80 . 1752.74 . 1775.68 . 1798.62 I C HW E R r• 1821.56 . I C H W E . TX me 1844.50 . I CHW E R 1867.44 . 010 1890.38 . ter 1913.33 . I CX E . R 1936.27 . 1959.21 . 1982.15 . ■r' 2005.09 . 2028.03 . I CX E . JX w 2050.97 . I CHW E R mg 2073.91 . 2096.86 . olift 2119.80 I C X E JX Mrr 2142.74 . I CHW E R 2165.68 . .. 2188.62 . tar SPINI WO 2211.56 . 2234.50 . om 2257.44 . 2280.38 . 2303.33 . w 2326.27 . 2349.21 . " 2372.15 . 2395.09 . I CHW E JX 2418.03 . I CHW E . R gig 2440.97 . 2463.91 . I CH W E R on 2486.85 . 2509.80 . I CH W E . R 2532.74 . I W CH E ▪ R ww 2555.68 . 2578.62 . • 2601.56 . 2624.50 . I W X E R mim 2647.44 . 4w 2670.38 . 2693.33 . ,mp 2716.27 . I W X E ▪ R 2739.21 . Yllr 2762.15 . NMI 2785.09 . I WCH E R 2808.03 I WCH E . R age 2830.97 . 2853.91 . Pm 2876.85 . I WCH E . R 2899.80 . 2922.74 . I WX E . R +w4 2945.68 . 2968.62 . s' 2991.56 . 3014.50 I WX E R °1 ' 3037.44 . 3060.38 . 3083.32 . • 3106.27 . I XH E R 3129.21 . I X E JX NW/ 3152.15 . I X W E R 3175.09 . 3198.03 . - 3220.97 . 3243.91 . I CHW E R mm 3266.85 . 3289.80 . 3312.74 . rx 3335.68 . 3358.62 . rr 3381.56 . I CHW E R 3404.50 . I WCH E R plom 3427.44 . gag 3450.38 . 3473.32 . +f* 3496.27 . it 3519.21 . I WCH E R 3542.15 . WPM 3565.09 . rrr osi 3588.03 . 3610.97 . 00 3633.91 . I WCH E R 3656.85 . 3679.79 I WCH E R on 3702.74 . I XH E R 3725.68 . I WCH E R 3748.62 . I XH E . JX 3771.56 . I C H WE R SA 3794.50 . 00 3817.44 . 3840.38 . +0 3863.32 . 3886.27 . OW 3909.21 . I C XE . R AIM 3932.15 . I CWX R 3955.09 . I CWX R 00 3978.03 . I CWX . R 4000.97 . I WC X . R on 4023.91 . I WC X R NI 4046.85 . 4069.79 . on 4092.74 I WC X . R 4115.68 . 4138.62 . 4161.56 . sw 4184.50 . in 4207.44 . 4230.38 . I WC X . R 0111 4253.32 . 4276.26 . 4299.21 . 0114 4322.15 . 4345.09 ir 4368.03 . 4390.97 . ws 4413.91 . I WC X . R use 4436.85 . 4459.79 . ow 4482.74 . 4505.68 . 4528.62 . 4551.56 . 4574.50 . I WC X . R wr 4597.44 . 4620.38 . „* 4643.32 . 4666.26 . I WC X . R 4689.21 . I WC X . R 4712.15 . I X X R 4735.09 . I X X R ill 4758.03 . I X X R 4780.97 . I X X JX ws 1081.50 1086.67 1091.84 1097.01 1102.18 1107.35 1112.52 1117.69 1122.86 1128.03 1133.20 Oft ror NOTES 4. GLOSSARY egi I = INVERT ELEVATION C = CRITICAL DEPTH lig W = WATER SURFACE ELEVATION H = HEIGHT OF CHANNEL E = ENERGY GRADE LINE X = CURVES CROSSING OVER B = BRIDGE ENTRANCE OR EXIT "IVY = WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY ion wii NW IPIII rrrj 'MM a tat HON Mi MO imm OM ler OW mar ire OM MIN Aft IMO rw ' OW F 0 5 1 5 P PAGE NO 3 WATER-SURFACE PROFILE - TITLE CARD LISTING OW HEADING LINE NO 1 IS - ww CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "B" HEADING LINE NO 2 IS - 42" CHOKE UPSTREAM OF CONNECTION TO CALTRANS CHANNEL +"'FADING LINE NO 3 IS - WO FILE: CITRUS42.ELM W O rl�l w ■ 1W O W OW OW rs� WO OW ww OM MO rrr awe WM OW OM aw rrr %WI am 110TE: 7/19/1995 TIME: 18:52 "' F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 BARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) :ODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP u111 CD 1 3 0 0.00 3.00 6.00 0.00 0.00 0.00 mol 2 4 5.00 •D 3 4 2.00 CD 4 4 4.50 0SD 5 4 4.00 6 4 3.50 MO CD 7 4 1.50 0 4D 8 4 3.00 9 4 2.50 MO sum 111w mm 9111 am 9w w am am 9ne 9111 1Yrr w Om ww rr 999 9n .... rn.+kw ='n.• -e �e0a«..- w .wr.ecnwt:.v:Hw.euae.r +mia+m _«Nrnrwm -mY M'n...N �a:wmo-.«.a, r._.... - _.. or wrwf«, vw.-. a:...wv.a<.rnMtro,.w+•�',w..•.- _ .. ._ ».. >n.-._ ... .. ...... oft OW F0515P PAGE NO 2 ow WATER•SURFACE PROFILE - ELEMENT CARD LISTING Our ELEMENT NO 1 IS A SYSTEM OUTLET * * * ww U/S DATA STATION INVERT SECT W S ELEV 995.68 1081.50 1 1086.50 two ELEMENT NO 2 IS A REACH * * * rrr U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H YIN1 1022.00 1081.63 1 0.014 0.00 0.00 0.00 0 'LEMENT NO 3 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N MO 1037.00 1081.70 2 0.014 oo :LEMENT NO 4 IS A REACH * * * MO U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1067.79 1081.86 2 0.013 0.00 0.00 0.00 0 OM CLEMENT NO 5 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H - 1116.49 1082.10 2 0.013 0.00 31.00 0.00 0 ELEMENT NO 6 IS A TRANSITION * * * oft U/S DATA STATION INVERT SECT N 1121.15 1082.12 6 0.014 to ELEMENT NO 7 IS A REACH * * * rMS U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H OO 1199.15 1082.51 6 0.013 0.00 0.00 0.00 1 w iLEMENT NO 8 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 110 1203.81 1082.53 2 0.014 oot LEMENT NO 9 IS A REACH * * * OOM U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1475.48 1083.90 2 0.013 0.00 0.00 0.00 1 IMMI LEMENT NO 10 IS A JUNCTION * * * * * * * Sr U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1480.14 1083.92 2 3 3 0.014 2.8 2.8 1085.41 1085.41 45.00 45.00 MN * utLEMENT NO 11 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H " 1781.36 1085.43 2 0.013 0.00 0.00 0.00 0 rur * ELEMENT NO 12 IS A REACH * * oft U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1795.70 1085.50 2 0.013 0.00 9.13 0.00 0 MO ELEMENT NO 13 IS A TRANSITION * * * oat U/S DATA STATION INVERT SECT N +rr 1800.36 1086.05 4 0.014 OM *NI erno MI pm WO F0515P PAGE NO 3 win WATER-SURFACE PROFILE - ELEMENT CARD LISTING w w ELEMENT NO 14 IS A REACH * * * ww U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1900.00 1087.05 4 0.013 0.00 0.00 0.00 1 NW ELEMENT NO 15 IS A REACH * * * we U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H IMO 2010.41 1088.15 4 0.013 0.00 0.00 0.00 0 'LEMENT NO 16 IS A JUNCTION * * * * * * * Mi U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2015.07 1088.20 4 3 0 0.014 14.6 0.0 1089.42 0.00 45.00 0.00 ww :LEMENT NO 17 IS A REACH * * * MO U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2105.00 1089.10 4 0.013 0.00 0.00 0.00 0 ww McLEMENT NO 18 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT-4 PHI 3 PHI 4 "* 2111.33 1089.66 5 3 3 0.014 12.8 12.8 1090.58 1090.58 60.00 45.00 WM ELEMENT NO 19 IS A REACH * * * OM U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2377.00 1092.32 5 0.013 0.00 0.00 0.00 0 MN ELEMENT NO 20 IS A JUNCTION * * * * * * * NPR U/S DATA STATION INVERT SECT LAT-1 LAT -2 N 03 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 OW 2383.33 1092.50 6 3 3 0.014 10.5 10.5 1093.54 1093.54 60.00 45.00 imfLEMENT NO 21 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H W W 2462.69 1093.00 6 0.013 0.00 59.37 0.00 0 one :LEMENT NO 22 IS A REACH * * * OW U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2797.67 1101.80 6 0.013 0.00 0.00 0.00 0 w ELEMENT NO 23 IS A REACH * * * NW U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H mot 2900.00 1103.78 6 0.013 0.00 0.00 0.00 1 rill rw mis MO goo Ill OM INN NMI OW MI NW F 0 5 1 5 P PAGE NO 4 JIM WATER-SURFACE PROFILE - ELEMENT CARD LISTING rrr ELEMENT NO 24 IS A REACH * * * w. U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3116.00 1106.84 6 0.013 0.00 0.00 0.00 0 lie ELEMENT NO 25 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 11• 3122.33 1106.93 6 7 0 0.014 19.5 0.0 1107.88 0.00 45.00 0.00 CLEMENT NO 26 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3230.00 1107.67 6 0.013 0.00 0.00 0.00 0 ON :LEMENT NO 27 IS A REACH * * * Mt U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3697.84 1114.80 6 0.013 0.00 0.00 0.00 0 NM LEMENT NO 28 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 04 INVERT -3 INVERT -4 PHI 3 PHI 4 - 3704.17 1115.30 8 7 9 0.014 16.2 44.8 1115.50 1115.20 30.00 60.00 MO ELEMENT NO 29 IS A REACH * * * OrO U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4000.00 1118.96 8 0.013 0.00 0.00 0.00 0 11r ELEMENT NO 30 IS A REACH * * * OOrO U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H OW 4212.67 1121.60 8 0.013 0.00 0.00 0.00 0 0ALEMENT NO 31 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H OrM 4706.50 1127.00 8 0.013 0.00 0.00 0.00 1 O lo :LEMENT NO 32 IS A JUNCTION * * * * * * * 11111 U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 4708.00 1127.10 8 7 0 0.014 14.5 0.0 1128.25 0.00 90.00 0.00 so iLEMENT NO 33 IS A REACH * * * Orr U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H r „ 4745.16 1129.70 8 0.013 0.00 0.00 0.00 0 ▪ ELEMENT NO 34 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 .. 4751.17 1129.90 8 8 0 0.014 10.9 0.0 1132.20 0.00 60.00 0.00 w w MO on MINI MINI w IMO No F0515P PAGE NO 5 "" WATER•SURFACE PROFILE - ELEMENT CARD LISTING ow ELEMENT NO 35 IS A REACH ... U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4780.97 1130.20 8 0.013 0.00 0.00 45.00 0 ors ELEMENT NO 36 IS A SYSTEM HEADWORKS wo U/S DATA STATION INVERT SECT W S ELEV • 4780.97 1130.20 8 0.00 NO EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING l'f WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC -1 M/ ION MO MO Mw Mlle 0110 4. GO MO wry r om MMt wn w/l IN MO low rlr MM10ENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 1 WATER SURFACE PROFILE LISTING m CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "B" 42" CHOKE UPSTREAM OF CONNECTION TO CALTRANS CHANNEL mm FILE: CITRUS42.ELM mm STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER mm . /ELEM SO SF AVE HF NORM DEPTH ZR 0 ,********************************** ***** ***************************************** ****** ********** ******* ********* ****** * ********** - 995.68 1081.50 5.000 1086.500 183.6 10.34 1.661 1088.161 0.00 3.000 3.00 6.00 0.00 0 0.00 00 26.32 0.00494 .009675 0.25 3.000 0.00 mm 1022.00 1081.63 5.125 1086.755 183.6 10.34 1.661 1088.416 0.00 3.000 3.00 6.00 0.00 0 0.00 TRANS STR 0.00467 0.00 mom vi1037.00 1081.70 2.577 1084.277 183.6 17.99 5.027 1089.304 0.00 3.880 5.00 0.00 0.00 0 0.00 - 1.57 0.00520 .017987 0.03 4.001 0.00 1038.57 1081.71 2.572 1084.280 183.6 18.03 5.049 1089.329 0.00 3.880 5.00 0.00 0.00 0 0.00 mm 29.22 0.00520 .019259 0.56 4.001 0.00 NM 1067.79 1081.86 2.478 1084.338 183.6 18.91 5.554 1089.892 0.00 3.880 5.00 0.00 0.00 0 0.00 mm 22.16 0.00493 .021586 0.48 4.117 0.00 X 1089.95 1081.97 2.405 1084.374 183.6 19.65 5.995 1090.369 0.00 3.880 5.00 0.00 0.00 0 0.00 11111 26.54 0.00493 .024241 0.64 4.117 0.00 1116.49 1082.10 2.318 1084.418 183.6 20.61 6.595 1091.013 0.00 3.880 5.00 0.00 0.00 0 0.00 u m TRANS STR 0.00429 .032469 0.15 0.00 mm 1121.15 1082.12 3.449 1085.569 183.6 19.14 5.688 1091.257 0.00 3.449 3.50 0.00 0.00 0 0.00 �rW 0.65 0.00500 .031524 0.02 3.500 0.00 mum WIW1121.80 1082.12 3.500 1085.623 183.6 19.08 5.655 1091.278 0.00 3.449 3.50 0.00 0.00 0 0.00 ". 77.35 0.00500 .033063 2.56 3.500 0.00 11W 1199.15 1082.51 5.970 1088.480 183.6 19.08 5.655 1094.135 0.00 3.449 3.50 0.00 0.00 0 0.00 mm IANS STR 0.00429 .022193 0.10 0.00 MO 1203.81 1082.53 10.780 1093.310 183.6 9.35 1.358 1094.668 0.00 3.880 5.00 0.00 0.00 0 0.00 ■w MW 271.67 0.00504 .004970 1.35 4.065 0.00 mum OW «rr wue N OCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 2 WATER SURFACE PROFILE LISTING oN CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "8" SO 42" CHOKE UPSTREAM OF CONNECTION TO CALTRANS CHANNEL FILE: CITRUS42.ELM ;TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR NO ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. oN 4 JELEM SO SF AVE HF NORM DEPTH ZR an1475.48 1083.90 10.828 1094.728 183.6 9.35 1.358 1096.086 0.00 3.880 5.00 0.00 0.00 0 0.00 NO JUNCT STR 0.00429 .005590 0.03 0.00 „, B FL = 104g. 33 /09 1480.14 1083.92 10.991 1094.911 178.0 9.07 1.276 1096.187 0.00 3.822 5.00 0.00 0.00 0 0.00 00 301.22 0.00501 .004671 1.41 3.950 0.00 s 1085.43 10.888 1096.318 178.0 9.07 1.276 1097.594 0.00 3.822 5.00 0.00 0.00 0 0.00 g 14.34 0.00488 .004671 0.07 4.003 0.00 1795.70 1085.50 10.966 1096.466 178.0 9.07 1.276 1097.742 0.00 3.822 5.00 0.00 0.00 0 0.00 N M ANS STR 0.11803 .007459 0.03 0.00 rr 1800.36 1086.05 9.916 1095.966 178.0 11.19 1.945 1097.911 0.00 3.869 4.50 0.00 0.00 0 0.00 sole IN 99.64 0.01004 .008193 0.82 3.348 0.00 ▪ 1900.00 1087.05 9.830 1096.880 178.0 11.19 1.945 1098.825 0.00 3.869 4.50 0.00 0.00 0 0.00 me 110.41 0.00996 .008193 0.90 3.359 0.00 """2010.41 1088.15 9.634 1097.784 178.0 11.19 1.945 1099.729 0.00 3.869 4.50 0.00 0.00 0 0.00 1rr JUNCT STR 0.01073 .008755 0.04 0.00 2015.07 1088.20 10.143 1098.343 163.4 10.27 1.639 1099.982 0.00 3.734 4.50 0.00 0.00 0 0.00 so 89.93 0.01001 .006904 0.62 3.131 0.00 w N N 2105.00 1089.10 9.864 1098.964 163.4 10.27 1.639 1100.603 0.00 3.734 4.50 0.00 0.00 0 0.00 "'"MNCT STR 0.08847 .009340 0.06 0.00 '13 FL= 1100.75 fi` / /U7.72 2111.33 1089.66 9.592 1099.252 137.8 10.97 1.867 1101.119 0.00 3.490 4.00 0.00 0.00 0 0.00 wo 265.67 0.01001 .009203 2.44 3.140 0.00 O N 2377.00 1092.32 9.377 1101.697 137.8 10.97 1.867 1103.564 0.00 3.490 4.00 0.00 0.00 0 0.00 *OCT STR 0.02844 .013152 0.08 0.00 oo on LICENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 3 WATER SURFACE PROFILE LISTING """ CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "B" rr 42" CHOKE UPSTREAM OF CONNECTION TO CALTRANS CHANNEL FILE: CITRUS42.ELM ern iTATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR Ow ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER no . /ELEM SO SF AVE HF NORM DEPTH ZR C13 FL = /102,a' P` /102.'(1 0o2383.33 1092.50 9.422 1101.922 116.8 12.14 2.289 1104.211 0.00 3.226 3.50 0.00 0.00 0 0.00 11 79.36 0.00630 .013477 1.07 3.500 0.00 PM 2462.69 1093.00 10.364 1103.364 116.8 12.14 2.289 1105.653 0.00 3.226 3.50 0.00 0.00 0 0.00 OW 334.98 0.02627 .013477 4.51 2.191 0.00 Mn 10 2797.67 1101.80 6.078 1107.878 116.8 12.14 2.289 1110.167 0.00 3.226 3.50 0.00 0.00 0 0.00 ow 102.33 0.01935 .013477 1.38 2.443 0.00 41 2900.00 1103.78 5.592 1109.372 116.8 12.14 2.289 1111.661 0.00 3.226 3.50 0.00 0.00 0 0.00 moo 216.00 0.01417 .013477 2.91 2.793 0.00 OW 3116.00 1106.84 5.443 1112.283 116.8 12.14 2.289 1114.572 0.00 3.226 3.50 0.00 0.00 0 0.00 w 1NCT STR 0.01422 .013239 0.08 0.00 co Pc= 11t5. mu 3122.33 1106.93 6.346 1113.276 97.3 10.11 1.588 1114.864 0.00 3.038 3.50 0.00 0.00 0 0.00 11111 107.67 0.00687 .009353 1.01 3.500 0.00 n o 3230.00 1107.67 6.613 1114.283 97.3 10.11 1.588 1115.871 0.00 3.038 3.50 0.00 0.00 0 0.00 o w 467.84 0.01524 .009353 4.38 2.332 0.00 on 3697.84 1114.80 3.859 1118.659 97.3 10.11 1.588 1120.247 0.00 3.038 3.50 0.00 0.00 0 0.00 oo JUNCT STR 0.07899 .007141 0.05 0.00 am CL FG = // Zo. 6( WW 3704.17 1115.30 5.133 1120.433 36.3 5.14 0.409 1120.842 0.00 1.959 3.00 0.00 0.00 0 0.00 "" 226.68 0.01237 .002939 0.67 1.480 0.00 w 3930.85 1118.10 3.000 1121.104 36.3 5.14 0.409 1121.513 0.00 1.959 3.00 0.00 0.00 0 0.00 o n 24.63 0.01237 .002753 0.07 1.480 0.00 ow om 3955.48 1118.41 2.721 1121.130 36.3 5.39 0.450 1121.580 0.00 1.959 3.00 0.00 0.00 0 0.00 ow 11.97 0.01237 .002681 0.03 1.480 0.00 ism err Mil IM CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 4 WATER SURFACE PROFILE LISTING """ CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "B" mm 42" CHOKE UPSTREAM OF CONNECTION TO CALTRANS CHANNEL FILE: CITRUS42.ELM mm NATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR PP ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER . /ELEM SO SF AVE HF NORM DEPTH 2R 10 3967.45 1118.56 2.560 1121.117 36.3 5.65 0.496 1121.613 0.00 1.959 3.00 0.00 0.00 0 0.00 JIM 0.32 0.01237 .002773 0.00 1.480 0.00 Pm 3967.77 1118.56 2.560 1121.121 36.3 5.65 0.496 1121.617 0.00 1.959 3.00 0.00 0.00 0 0.00 MO HYDRAULIC JUMP 0.00 Ph X3967.77 1118.56 1.480 1120.041 36.3 10.45 1.695 1121.736 0.00 1.959 3.00 0.00 0.00 0 0.00 ma 32.23 0.01237 .012402 0.40 1.480 0.00 im 4000.00 1118.96 1.480 1120.440 36.3 10.45 1.695 1122.135 0.00 1.959 3.00 0.00 0.00 0 0.00 NM 82.78 0.01241 .012402 1.03 1.480 0.00 NM 4082.78 1119.99 1.480 1121.468 36.3 10.45 1.695 1123.163 0.00 1.959 3.00 0.00 0.00 0 0.00 ed4 129.89 0.01241 .011681 1.52 1.480 0.00 wm 4212.67 1121.60 1.535 1123.135 36.3 9.98 1.545 1124.680 0.00 1.959 3.00 0.00 0.00 0 0.00 am 181.26 0.01094 .010960 1.99 1.535 0.00 PO 4393.93 1123.58 1.535 1125.117 36.3 9.98 1.545 1126.662 0.00 1.959 3.00 0.00 0.00 0 0.00 Mm 162.73 0.01094 .010832 1.76 1.535 0.00 Pm 4556.66 1125.36 1.545 1126.906 36.3 9.89 1.518 1128.424 0.00 1.959 3.00 0.00 0.00 0 0.00 mm ..w 90.21 0.01094 .010070 0.91 1.535 0.00 10 4646.87 1126.35 1.605 1127.953 36.3 9.43 1.380 1129.333 0.00 1.959 3.00 0.00 0.00 0 0.00 4 "" 30.43 0.01094 .008882 0.27 1.535 0.00 Mr 4677.30 1126.68 1.668 1128.349 36.3 8.99 1.254 1129.603 0.00 1.959 3.00 0.00 0.00 0 0.00 - 15.54 0.01094 .007842 0.12 1.535 0.00 frr 4692.84 1126.85 1.734 1128.585 36.3 8.57 1.140 1129.725 0.00 1.959 3.00 0.00 0.00 0 0.00 mm 40 8.41 0.01094 .006932 0.06 1.535 0.00 MM wn ww WICENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 5 WATER SURFACE PROFILE LISTING "w CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "B" ow 42" CHOKE UPSTREAM OF CONNECTION TO CALTRANS CHANNEL FILE: CITRUS42.ELM ow TATION INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR MW ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER ow /ELEM SO SF AVE HF NORM DEPTH ZR mom* ********************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0 14701.25 1126.94 1.804 1128.747 36.3 8.17 1.037 1129.784 0.00 1.959 3.00 0.00 0.00 0 0.00 4.01 0.01094 .006136 0.02 1.535 0.00 MM 4705.26 1126.99 1.879 1128.865 36.3 7.79 0.943 1129.808 0.00 1.959 3.00 0.00 0.00 0 0.00 1.24 0.01094 .005437 0.01 1.535 0.00 Im4706.50 1127.00 1.959 1128.959 36.3 7.42 0.856 1129.815 0.00 1.959 3.00 0.00 0.00 0 0.00 OM11NCT STR 0.06667 .003510 0.01 0.00 -C$ Ft !136.3 4708.00 1127.10 2.917 1130.017 21.8 3.11 0.150 1130.167 0.00 1.501 3.00 0.00 0.00 0 0.00 Iwit 3.04 0.06997 .000943 0.00 0.710 0.00 WW 4711.04 1127.31 2.692 1130.005 21.8 3.26 0.165 1130.170 0.00 1.501 3.00 0.00 0.00 0 0.00 2.01 0.06997 .000978 0.00 0.710 0.00 ow 4713.05 1127.45 2.537 1129.990 21.8 3.42 0.182 1130.172 0.00 1.501 3.00 0.00 0.00 0 0.00 0.42 0.06997 .001022 0.00 0.710 0.00 411 4713.47 1127.48 2.511 1129.993 21.8 3.45 0.185 1130.178 0.00 1.501 3.00 0.00 0.00 0 0.00 1111 HYDRAULIC JUMP 0.00 ow 4713.47 1127.48 0.847 1128.329 21.8 13.29 2.744 1131.073 0.00 1.501 3.00 0.00 0.00 0 0.00 WO 1.15 0.06997 .034943 0.04 0.710 0.00 woo *4714.62 1127.56 0.850 1128.413 21.8 13.22 2.714 1131.127 0.00 1.501 3.00 0.00 0.00 0 0.00 m 5.79 0.06997 .032522 0.19 0.710 0.00 irlr 4720.41 1127.97 0.880 1128.848 21.8 12.61 2.469 1131.317 0.00 1.501 3.00 0.00 0.00 0 0.00 ow 4.68 0.06997 .028464 0.13 0.710 0.00 4725.09 1128.30 0.910 1129.206 21.8 12.02 2.243 1131.449 0.00 1.501 3.00 0.00 0.00 0 0.00 to 3.81 0.06997 .024914 0.09 0.710 0.00 +w MN Iw1 w" VOCENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 6 WATER SURFACE PROFILE LISTING WM CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "B" MO 42" CHOKE UPSTREAM OF CONNECTION TO CALTRANS CHANNEL FILE: CITRUS42.ELM mom NATION INVERT DEPTH W.S. a VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 114 /ELEM SO SF AVE HF NORM DEPTH 2R mo r*, t************************************** yr*************,►******************************************* ,a *** * * ** * * * ** ** * *** *** ** * * * * ** + 4728.90 1128.56 0.942 1129.505 21.8 11.46 2.040 1131.545 0.00 1.501 3.00 0.00 0.00 0 0.00 MO 3.15 0.06997 .021826 0.07 0.710 0.00 mm 4732.05 1128.78 0.976 1129.759 21.8 10.93 1.854 1131.613 0.00 1.501 3.00 0.00 0.00 0 0.00 MO 2.65 0.06997 .019123 0.05 0.710 0.00 114734.70 1128.97 1.010 1129.978 21.8 10.42 1.686 1131.664 0.00 1.501 3.00 0.00 0.00 0 0.00 arm 2.20 0.06997 .016753 0.04 0.710 0.00 It 4736.90 1129.12 1.046 1130.168 21.8 9.93 1.532 1131.700 0.00 1.501 3.00 0.00 0.00 0 0.00 mM 1.85 0.06997 .014683 0.03 0.710 0.00 Yrs 4738.75 1129.25 1.083 1130.334 21.8 9.47 1.393 1131.727 0.00 1.501 3.00 0.00 0.00 0 0.00 "w in 1.53 0.06997 .012873 0.02 0.710 0.00 , 1129.36 1.122 1130.481 21.8 9.03 1.266 1131.747 0.00 1.501 3.00 0.00 0.00 0 0.00 gl ir 1.28 0.06997 .011288 0.01 0.710 0.00 4741.56 1129.45 1.162 1130.610 21.8 8.61 1.151 1131.761 0.00 1.501 3.00 0.00 0.00 0 0.00 MM 1.03 0.06997 .009905 0.01 0.710 0.00 mm 4742.59 1129.52 1.205 1130.725 21.8 8.21 1.047 1131.772 0.00 1.501 3.00 0.00 0.00 0 0.00 0.84 0.06997 .008696 0.01 0.710 0.00 MO M04743.43 1129.58 1.249 1130.828 21.8 7.83 0.951 1131.779 0.00 1.501 3.00 0.00 0.00 0 0.00 I" 0.66 0.06997 .007634 0.01 0.710 0.00 O m 4744.09 1129.62 1.294 1130.919 21.8 7.46 0.865 1131.784 0.00 1.501 3.00 0.00 0.00 0 0.00 mm 0.49 0.06997 .006705 0.00 0.710 0.00 Mr • 4744.58 1129.66 1.342 1131.001 21.8 7.12 0.787 1131.788 0.00 1.501 3.00 0.00 0.00 0 0.00 to 0.33 0.06997 .005894 0.00 0.710 0.00 mm lomo rr um AIM IIN CENSEE: A.S.L. CONSULTING ENGINEERS F0515P PAGE 7 WATER SURFACE PROFILE LISTING um CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "B" air 42" CHOKE UPSTREAM OF CONNECTION TO CALTRANS CHANNEL FILE: CITRUS42.ELM wn STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR AM ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER mmil /ELEM SO SF AVE HF NORM DEPTH ZR 41 04744.91 1129.68 1.392 1131.075 21.8 6.78 0.715 1131.790 0.00 1.501 3.00 0.00 0.00 0 0.00 NE 0.19 0.06997 .005184 0.00 0.710 0.00 mort 4745.10 1129.70 1.445 1131.141 21.8 6.47 0.650 1131.791 0.00 1.501 3.00 0.00 0.00 0 0.00 0.06 0.06997 .004559 0.00 0.710 0.00 Ow mo 4745.16 1129.70 1.501 1131.201 21.8 6.16 0.590 1131.791 0.00 1.501 3.00 0.00 0.00 0 0.00 INCT STR 0.03328 .002693 0.02 0.00 2i Ft. = //36.72 //36. 51 4751.17 1129.90 2.104 1132.004 10.9 2.06 0.066 1132.070 0.00 1.046 3.00 0.00 0.00 0 0.00 8.53 0.01007 .000402 0.00 0.820 0.00 4759.70 1129.99 2.015 1132.001 10.9 2.16 0.072 1132.073 0.00 1.046 3.00 0.00 0.00 0 0.00 4•a OW 7.88 0.01007 .000451 0.00 0.820 0.00 PM 4767.58 1130.07 1.932 1131.997 10.9 2.26 0.080 1132.077 0.00 1.046 3.00 0.00 0.00 0 0.00 7.22 0.01007 .000509 0.00 0.820 0.00 4 4774.80 1130.14 1.855 1131.993 10.9 2.37 0.088 1132.081 0.00 1.046 3.00 0.00 0.00 0 0.00 6.17 0.01007 .000571 0.00 0.820 0.00 4780.97 1130.20 1.789 1131.989 10.9 2.48 0.096 1132.085 0.00 1.046 3.00 0.00 0.00 0 0.00 wrm Iris aw NM mit Mil wm WM Wm IN APR MO CITRUS AVENUE STORM DRAIN HYDRAULICS, LINE "B" A 42" CHOKE UPSTREAM OF CONNECTION TO CALTRANS CHANNEL for FILE: CITRUS42.ELM Ar 1i 995.68 .1 X W E R 1021.43 . 1047.18 .I X W E TX IIO. 1072.93 .I W C H E R 1098.68 .I WC H E R " 1124.43 .1 W C H E . R BM 1150.18 .1 W C H E R 1175.93 . 1 W C H E . TX ow 1201.68 . I X E R 1227.43 . I X E R OW 1253.18 . I X W E . TX 1278.93 . I C H W E R OPis 1304.68 . 10 1330.43 . 1356.18 . goo 1381.93 . 1407.68 . 1433.43 . 1459.18 . 1484.94 . 1 C H W E . JX 1111 1510.69 . I C H W E R 1536.44 . *"I 1562.19 . l 1587.94 . 1613.69 . 1639.44 . 1665.19 . 1690.94 . 1716.69 . ., 1742.44 . k g 1768.19 . 1793.94 . I C H W E R AA 1819.69 . I C H W E . TX 1845.44 I CH W E . R 1871.19 . 1896.94 . AA 1922.69 . I CH W E R IA 1948.44 . 1974.19 '"" 1999.94 . MA 2025.69 . I CH W E JX 2051.44 . I CH W E R "w, 2077.19 . 2102.94 . Ire 2128.69 . I C H W E JX 2154.44 I CH W E R wr 2180.19 . tot 2205.94 . 2231.69 . 0 2257.44 . 2283.19 . 2308.94 . 2334.69 . . MI SOM IVO 2360.44 . 2386.19 . I CH W E JX OR 2411.94 . I CH W E R 2437.70 . 2463.45 I CH W E R ,ft 2489.20 . 2514.95 . SI 2540.70 . 2566.45 . OPP 2592.20 . I1 2617.95 2643.70 . *4 2669.45 . 2695.20 . 2720.95 . 160 2746.70 . 2772.45 . IV 2798.20 . I CH W E R 2823.95 . • 2849.70 . 2875.45 . 2901.20 . I X W E . R 44 2926.95 . 2952.70 . 10 2978.45 . 3004.20 . 3029.95 . IMO 3055.70 . 3081.45 . *I" 3107.20 . 3132.95 . I X W E . JX 3158.70 I X W E . R 3184.45 . 3210.20 . tlir 3235.95 . I CH W E . R 3261.70 . 3287.45 . yI 3313.20 . 3338.95 . 04 3364.71 . 3390.46 . 40 3416.21 . 3441.96 . 3467.71 . 0 101/ 3493.46 . 3519.21 . `"" 3544.96 . • 3570.71 . 3596.46 . ,A, 3622.21 . 3647.96 . • 3673.71 . �.r 3699.46 . I CX E . JX 3725.21 . I C H WE . R • 3750.96 . 3776.71 . *O 3802.46 . 3828.21 . 3853.96 . ,w 3879.71 . err UN 3905.46 . 3931.21 . I C XE . R dilh 3956.96 . • I CWX . R 3982.71 . I CWX . R 4008.46 . I CWX . R 4034.21 I WC X . R 4059.96 . I WC X . R MO 4085.71 . I WC X . R 4111.46 . 4137.21 . _. 4162.96 . 4188.71 . ow 4214.46 . I WC X . R OMV 4240.21 . 4265.96 . "A 4291.71 . 4317.47 . V 4343.22 . 4368.97 . 110' 4394.72 . I WC X . R • 4420.47 . 4446.22 . me 4471.97 . 4497.72 . 4523.47 . 4549.22 . 4574.97 . I WC X . R WO 4600.72 . 4626.47 . 4% 4652.22 . I WC X R 4677.97 . I WC X . R 4703.72 I X X . R Pi 4729.47 . I X X . R 4755.22 I X X . R 4780.97 I X X . JX 1081.50 1086.67 1091.84 1097.01 1102.18 1107.35 1112.52 1117.69 1122.86 1128.03 1133.20 ON O T E S I. GLOSSARY �sw I = INVERT ELEVATION C = CRITICAL DEPTH ritt W = WATER SURFACE ELEVATION H = HEIGHT OF CHANNEL "" E = ENERGY GRADE LINE X = CURVES CROSSING OVER MO B = BRIDGE ENTRANCE OR EXIT oft Y = WALL ENTRANCE OR EXIT STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY ilw e"+ AA OO fto mom 11110 4DP77 T so )65 4'2 72cp , c7772os s ON wit 7 1( tir A PD 1 /2 1 I2C P e / --= 58 4". 01) ON9 /14-// # 2- e ' 4574 2 2644aig" GF 6o" pep e '' F = g / two ADDsrlowAt or3s = 533 at yr Nw we gow As0 ell 410 11111i ONO 07/17/95 MON 08:09 FAX 909 350 6618 CITY OF FONTANA 4rJ005 we ,r • YONTANA REDEVELOPMENT AGENCY PROPOSAL BID BHEET FOR CONSTRUCTION OF SCHEDULE I FONTANA AUTO MALL /CITRUS AVENUE STORK DRAIN IMPROVEMENTS , FROM I -10 CHANNEL TO SAN BERNARDINO AVENUE BID NO. 88 -35 -95 SCHEDULE I STORM DRAIN (CONT.) 1 stimate. n1 • N o. Description Quantity Unit Price Amount Pi 42. Restripe Existing Centerline Af00 or Lane Line 4600 LF ! l • S is 43. Remove & Replace Existing 6' Chain /54a-- �,��Oe¢ Link Fence Per Caltrans Direction 230 LF ��'7I 44. Removal and Disposal of Abandoned /Srnp °t 0Q4 *iv Utility Lines LS .i 45. 0.1' AC Street Overlay .. _.. ,. . .. _. 900 TON % 37,10 wr v� 46. Adjust Manhole To Grade 11 EAtr l i j no , of 47. Construct Concrete Collar iVRfL. 2,40°61 to Per LACFCD STD No. 2 -D393 6 EA so A 48. Construct 8" Sever Plug 2 EA 100 ' ' Z04 49. Remove & Plug Existing i t P0 aQ 020004411. J Irrigation Lines 5 EA , w 50. Construct 18" I.D. 0.5" Thick 100°11* s��o¢ Steel Wall Pipe Epoxy Lined 20 LF , a(,� 51. Protect Mainline Per LACFCD ** , D DO oo D�e1 STD. No. 2 -D251 2 EA ow; i • fio P -15 f 07/17/95 MON 08:08 FAX 909 350 6618 CITY OF FONTANA 4.,uu- a.. OP r • FONTTANA REDEVELOPMENT AGENCY PROPOSAL BID SEEET FOR CONSTRUCTION OF SCHEDULE I FONTANA AUTO MALL /CITRUS AVENUE •„ STORM DRAIN IMPROVEMENTS PROM I -10 CHANNEL TO 8AN BERNARDINO AVENUE imp BID NO. 8B -35 -95 p. SCHEDULE I - p STORK DRAIN (CONT.) s p Estimated Unit No. Description Quantity Unit Price Amount lip "." 28. Construct Junction Structure ee e • No. 4 Per LACFCD Std No. 2 -D193 1 EA PO 0 $0 29. Construct New Culvert No. 12 Pet QP ; GZ ye LACRD Std ' 60 -12 1 EA Z13 e vo eg 30. Construct 18" RCP - 2000, DLoad 214 LF 50 //e 1 40 31. Construct Catch Basin No. 3 Pero oIt I` LACFCD Std No. 2 -D163 (W =14 4 EA R �� ___ it ... 32. Remove Existing Concrete Road 310 SF g y- tot 33. Construct 6' Wide PCC Sidewalk a /e s°�- o. 4" Thick 500 SF 7 neo 0 • OW 34. • Remove Existing Sidewalk 1290 SP Or l 210 0 35. Construct PCC Sidewalk 4" Thick 520 SF 6� �_ rig 36. Restripe Existing Crosswalk 634 LF le et 5! .a oe og 37. Reconstruct Traffic Signal Loops 20 EA 30Q 4 000 p. 38. Intercept and Re -lay Traffic Signal •e 0 i Conduit & Cable 85 LF ito - Viso .. 39. Remove Existing Curb & Gutter 360 LF s: �i 160 40. Remove & Replace Existing Oor t �°� Curb & Gutter 88 LF 1� .41 41. Reconstruct Sewer Lateral Per j Q 4 t " o4. ,.., LACFCD Std No. 2 - D250 40 LF ..l j P -14 ,ftel - 67/17/95 MON 06 =06 FAX 909 350 6618 CIT1 OF FONTAI�r1 0O3 FoNTANA REDEVELOPMENT AGENCY Plir PROPOSAL BID SHEET FOR CONSTRUCTION OF SCHEDULE I FONTANA AUTO MALL /CITRUS AVENUE STORM DRAIN IMPROVEMENTS FROM I -10 CHANNEL TO SAM BERIAARDINO AVENUE HID NO. 88 -35 -95 BCEEDULE I STORK DRAIN (CONT. ) t Estimated Unit No. Description Quantity Unit Price Amount H 1 Co ns t ruc t Catch Basin No. 3 Per LACFCD Std No. 2 - D163 (W =28') . 6 EA 0O a - i''.. - i 17. Install Brick i Mortar Plug 13 EA 175 , A)- r� b 18. Sawcut & Remove AC Pavement 46531 SF _ 0.50. 2 3 45 � "" r eo 0 19. Replace 0.6' AC Over AB 2090 TN �. 44 SSA 20. Aggregate Base (0.5') 862 CY 2- 2015? eo 21. Construct 3.5' x 6' R.C.B. Per „oil ^ • �- Caltrans Std D -80 & D82 16 LF O� !� l �6 22. Construct Local Depression 0 4 0 - No. 2 Per LACFCD No. 2-D 88 10 EA / 5- Q 122 •a 23. Remove Existing Drainage Structure 7 EA 235 ' 645` 24. Remove Existing CMP Culvert or Concrete p �• Pipe Culvert 404 LF �'�_ 25. Construct Transition Structure _eo C SO No. 1 Per LACFCD Std No. 2 -D235 15 LF 7 d� ~ 0 26. Join Existing Concrete Channel 0 EA r MVO �' o0 0 J w /R.C.B 1 < ? Oa 27. Remove Plug 1 EA Q P -13 UU GITF OF FONTANA 1 07/17/95 �1ON 08:08 FAX 909 350 6618 ••- FONTANA REDEVELOPMENT AGENCY PROPOSAL BID SHEET FOR CONSTRUCTION OF I SCHEDULE I FONTANA AUTO MALL /CITRUS AVENUE STORM DRAIN IMPROVEMENTS FROM I -10 CHANNEL TO BAN BERNARDINO AVENUE BID HO. 8B -35 -95 SCHEDULE I STORK DRAIN Estimated Unit No. Description Quantity Unit Price Amount !. Clear and Grub /A000-- 43,000°61 '' 2. Pothole 25 EA 6 0 J SD o °4 3. Sheeting Shoring & Bracing LS _ g 10 0 ° — ° g©o 4. Traffic Control r LS I 2Doa (2.000 5. Construct 8" Extra Strength q'0°✓ VCp Sewer -_ -. 66 LF , SiOo 0 6. Construct 24" RCP - 1750 DLoad 331 LF < ! 8� 53� 7. Construct 30" RCP - 1350 DLoad 39 LF G2 te 8 . Construct 36" RCP - 1500 DLoad 1037 LF 1 4 2 5 Q 3 I. Construct 42" RCP - 1350 DLoad 1304 LP 7.0 _ COI oDQ v 10. Construct 48" RCP - 1350 DLoad 266 LF �2 4 � I1 .1. Construct 54" RCP - 1350 DLoad 300 LP q08 -. Z1 oao p0 cot • Construct 60" RCP - 1350 DLoad 750 LF q 90 1 / Y91 13. Construct Manhole No. 2 Per e! /C AV LACFCD Std No . 2 - D18 4 10 EA 2 9�B .G 7,V IL . 4. Construct Manhole No. 1 Per o, Do LACFCD Std No. 2 -D102 1 EA Z8� o?8a J. construct Catch Basin No. 3 Per , . o � LACFCD Std No. 2 - D163 (W =21') 1 EA `' 412 P -12 1 .. Fr 1 f lc!: 3 . , •:,,', r . r I , i a 1 . 1 ' , - r :"..44 ''" r - i • Y1 ! • t' 1- II t s ( ...,.. . ....:. , 1 , 'F .. ..... , .. 1 ._ I r IN A y i 1 JUNIPER LOOKING UPSTREAM 1' '� '� f .,.._,„, 4 :toft! t ‘ , !i , '4,; t ∎, ^#t ✓ 9#r . ' r y fir_ J J. ;� h 1 ....••, ,,.... ....„. ;.,,, ,,-,•-.. 4. , ..., _ _ __ ...„..:.....: . ., .... ,.,.._. „., 1 . ...„. 1 ,„................___________.............. 2 PARKING LOT NORTH SIDE OF 1 -10 @ JUNIPER 1. 1 1 I F. ' ..• `_ t _ ., '1 '!`'' f _ t ' Y r TA ' i .. •:' +r• ' It 41 i ...,,. :N:- .. x •,:. .. - ._..ii -0. 4 1::•...•.,,,, „3,, .4. ' -. 1 /• Ahir •- .;•••:.::fr •••.). _-..- u ,• c.• ,.... . ! - r '. r P ; o rs 4,�;t ,. . i • ,K ; f , 'r'` a ; •." ,1:- dr y •, rE o n s L - . . s A ' '.r f " „..Lt..., '-. tir _ 4 - fir• 4} t -o." - 4 ' * ∎ ., p A \ a , ,L___:-. 4p r ' i i i �� �� fi f II MAINTENANCE ACCESS UPSTREAM OF JUNIPER t • r t 1 a 4 i ...- — ' - / 4 ff .i r . I l f• � •fi ' �• 4 CITRUS LOOKING DOWNSTREAM 1 1 1 „„...... 1 0.... 4.i. # ,... - s • , . ... , III ' ..• It e li. At, . - - • mi.. .i. .... , , 4., .4•111 ' • . AI . 4 4 44.4 •4 ' i."...--.--- r' -..-4.. ., ...... . %. )1 I ' ' .. 1 ! .4 ••+ 4 ' ' - .t 5 CITRUS LOOKING UPSTREAM 4 * - 'i • i• Iffii• ., .1 : 1 4 - - . . _ - 11k= *;`,. -1111 . - .4. • ' la 4 --' ' 91 -.' -' 44. C .1••■ ', i ' ' ,^ ‘.., - , • ,_ , . • .. . r 0, 4 . , ... - Ibir„, k - 4,,, --,-. t t'.\, - '„..1 ' .'i• ', - ` -, .,- , • --",' ' - ' , n.,,, , ' 6 ELM LOOKING UPSTREAM 1 y ;• ac. , ^ c ,�, fit. i r is , st i„..: w "� . F % sue} ' • ` u s s Neil 1.111111111.1 P i i.`� 1 - r i 7 ELM LOOKING SOUTH 1 , I . _ � , iiuUU• ii i 11 is 1111 Ii ii I Nle - _ L -s s� i i 1 I - '" ' — - — . ;.. 8 NORTH SIDE OF 1 -10 @ ELM LOOKING SOUTH II 1 t Y *" . f F t 1 ` 1 .1. ,.. )1, „ . "IP .0 V 1 it 9 ELM LOOKING SOUTH 4 II 1 1 to 41 ' *4 ''YS Y - . 4 L k A g .ri.,. - z • r ; • .. ) " • 10 HEMLOCK LOOKING DOWNSTREAM i 1 1 J 1. 1 4. - . •A r t i .. ..._ le ... .. ..„....... ...._ ' r s v. , wf.. _ _ 1 e ,... 4 i . . , 1 . k - - t t ti. y ' e . 11 HEMLOCK LOOKING DOWNSTREAM ri z' } II ti W., rf n„ Yom I -11110.1°P • g .. tea I 12 HEMLOCK LOOKING DOWNSTREAM 1 f ' . . jrfr 'ice :\ ' M1. 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