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ST8702-SY 870922II FLOODPLAIN HYDRAULICS STUDY GRAPEVINE CREEK ' illI' Coppell. Texas I Prepared for i I DENTON TAP ROAD BRIDGE REPLACEMENT I FLOOD PLAIN RECLAMATION I Elvis & Roland Andrews 18.4 acre Tract ! -,-----.--.-,,..,,-. ~ 12660 Coit Road, Suite 200 Dallas, Texas 75251 214/661 9406 ~~D.~s~ t~opynght 1987 - PURPOSE _ This submittal is for the purpose of seeking a revision to the regulatory floodway and designated floodplain for a portion of Grapevine Creek in the City of Coppell, Texas. Two projects are documented herein: a proposed -- bridge replacement at Denton Tap Road, and a proposed floodplain reclamation just upstream of the proposed bridge replacement. - The existing bridge at Denton Tap Road is to be replaced with a new bridge consisting of three 70 ft spans, and will extend from stream station 254+22 _ to stream station 255+42. This project is on behalf of the City of Coppell, with Ginn, Inc. serving as design engineers. _ Reclamation of a portion of the existing floodplain just upstream of the proposed bridge replacement is also proposed. An 18.4 acre tract of land owned by Elvis and Roland Andrews is the subject tract, with Don A. Tipton, - Inc. acting as design engineers. Fill is to be placed in the right overbank area, from stream station 255+42, at the upstream side of the Denton Tap Road bridge, to stream station 275+40, at the downstream side of - the existing Bethel Road bridge. 'The proposed fill will result in a reclaimed area of approximately 2.8 acres. HYDROLOGY Discharges used for the current analyses are those of the effective Flood Insurance Study (FIS) for Grapevine Creek in the City of Coppell, Texas. - The 100-yr mean recurrence interval discharges have been used to evaluate the effects of the proposed projects. More specifically, the 100-yr discharges range from 10,500 to 11,800 cfs through the project areas. _ HYDRAULICS Hydraulic investigations of this study were conducted with the use of the -- backwater computer program HEC-2 Water Sur£ace Pro£iles, developed by the US Army Corps of Engineers (Hydrologic Engineering Center, Davis, California, May, 1984 update). Evaluation of the proposed projects has -- resulted in the generation of six HEC-2 computer models and other support materials, which are included as the following appendices: -- Appendix 1 - the effective FIS HEC-2 computer model, with survey, ed cross sections added to produce an extended FIS model of existing _ conditions; Appendix 2- a proposed conditions HEC-2 computer model for the proposed -- bridge replacement only; Appendix 3- a proposed conditions HEC-2 computer model for the proposed - bridge replacement as well as the proposed floodplain reclamation just upstream of the bridge; Appendix 4 - an HEC-2 encroachment model to determine the floodway configuration for the extended FIS condition; Appendix 5 - an HEC-2 encroachment model to determine the floodway configuration for the proposed bridge replacement; Appendix 6- an HEC-2 encroachment model to determine the floodway configuration for the proposed condition including both the -- bridge replacement and floodplain reclamation; _ Appendix 7 - plotted cross sections for both existing and proposed conditions; _ Appendix 8- comparison profiles of the 100-yr water surfaces for the existing and proposed conditions; -- Appendix 9 - floodplain work maps of all conditions analyzed in this study. The original effective FIS model was obtained from the Fort Worth, Texas office of the US Army Corps of Engineers. This model was then modified by the addition of cross sections surveyed by Ginn, Inc. to produce the _ extended FIS model contained in Appendix 1. Starting water surface elevation for the extended FIS model is based on the original effective FIS model at stream station 205+40. The existing condition of Grapevine Creek is modeled using Manning's "n" values for the overbanks ranging from 0.065 to 0.08. Through the project areas of concern in this study, an ~tn't value of 0.045 is used for the channel and through the existing bridge at Denton Tap Road. This bridge _ exhibits an exit velocity of 5.8 fps and is overtopped by 3.0 ft in the 100-yr storm event. -- Channel velocities occurring downstieam of the project areas in the existing condition scenario range from 6.0 to 14.3 fps. The minimum _ channel velocity occurs at stream station 249+30, and the maximum at stream station 250+85. Note that the maximum velocity is due to a local condition of critical depth as computed by the HEC-2 computer model. In the region -- from the upstream side of the Denton Tap Road bridge to the downstream side of the Bethel Road bridge, where the reclamation action is proposed, existing condition channel velocities vary from a minimum of 5.3 fps at -- stream station 257+85 to a maximum of 11.1 fps at stream station 270+50. -- RESULTS _ Comparisons of the output tables of Appendices 1, 2 and 3 indicate that both scenarios of proposed conditions result in water surface elevations in general agreement with the existing conditions represented by the extended -- FIS model. Increases in water surface elevations are generally within a few hundreths of the existing conditions model; well within the one foot increase permitted by the Federal Emergency Management Agency (FEMA) and -- the proposed Master Drainage Plan and Floodplain Management Ordinance for the City of Coppell. An exception to the agreement with FIS conditions occurs at stream station 252+85, where both proposed conditions scenarios produce an increase in _ water surface elevation of 0.84 ft, in comparison to the extended FIS model. Inspection of the plotted comparison profiles of Appendix 8 indicates an anomaly at this section in the extended FIS (existing - condition) scenario. The existing condition water surface profile is seen to be 0.77 ft greater at the next section 50 ft downstream, and 1.02 ft greater at the next section 50 ft upstream. Each of the proposed conditions models yield an energy grade line elevation _ at stream station 252+85 which is 0.46 ft lower than the extended FIS condition. Channel velocities at this stream station are reduced from an erosive 12.3 fps in the existing condition, to a non=erosive 6.4 fps in - both of the proposed conditions models. Thus, an overall improvement in hydraulic conditions at stream station 252+85 is realized in either proposed conditions scenario. The lower energy grade line elevation - produced is also in accordance with with the newly proposed City of Coppell FIoodplain Management Ordinance. -- From stream station 261+70 to stream station 276+20, velocities in the base flood event which are erosive (greater than 8 fps) in the existing _ conditions scenario are increased even more due to the proposed modifications. However, this condition is temporary in that the adverse velocities will be lowered upon implementation of the improvements outlined -- in the City of Coppell Master Drainage Plan. Thus, it is felt that this condition is not prohibitive, since it is temporary in nature. -- Comparison of the floodway models of Appendices 4, 5 and 6 indicate that either proposed conditions model results in a floodway that is less than or _ equal to the width of the extended 'FIS floodway at all locations along Grapevine Creek. The floodways and 100-yr floodplains are depicted on the work maps of Appendix 9 for all conditions analyzed in this study. CONCLUSIONS & RECOMMENDATIONS The proposed bridge replacement for Denton Tap Road and the proposed floodplain reclamation are documented and technically supported herein. - Additionally, construction plans for each project are provided for review and clarification. It is recommended that the proposed projects be approved for modification of the designated floodplain and regulatory floodway for Grapevine Creek _ within the City of Coppell, Texas. It is also recommended that any buildings constructed along the stream be constructed such that the finish floor elevations (including basements) be placed a minimum of 2 ft above - the 100-yr water surface elevation as shown in the extended FIS model of this study or the Master Drainage Plan for the City of COppell, whichever is greater. The provisions of the proposed City of Coppell Floodplain Management Ordinance also are applicable to the projects addressed in this study. 1 APPENDIX 1 GRAPEVINE CREEK - COPPELL, TEXAS EXTENDED FIS HEC-2 COMPUTER MODEL * WATER SURFACE PROFILES * * U.S. AERY CORPS OF ENGINEERS * VERSION OF NOVEMBER 1976 * * THE HYDROLOGIC ENGINEERING CENTER # UPDATED MAY 1984 * * 61)9 SECOND STREET, SUITE D * IBR-PC-XT VERSION # * DAVIS, CALIFORNIA 95616 * RUN DATE ~19/89/B7 TINE ~19:46:45 * * (916) 4411-21~5 (FTS)448-2185 X X XXXXXXX XX)O0( XXXXX -- X X× X X X X X XX X X X)OOOOO(XXXX X X)OO(X )0000( X XX X X X XX X X X × ×XXXXXXX XXXXX XXXXXXX 1 -- ~9/~9/87 09:46:46 PAGE 1 THIS RUN EXECUTED 09/09/87 09:46:46 HEC2 RELEASE DATED NOV 76 UPDATED HAV 1984 ERROR CORE - ~1,~2,03,84,05,~6 ~ODIFICATION - 58,51,52,53,54,55,55 IBM-PC-XT VERSION C T1 ~RAPEVINE CREEK, COPPELL,DALLAS COUNTY,TEXAS T2 EXTENDED FLOOD INSURANCE STUDY (188YR FIS DISCHARGE) AUGUST 1986 -- T3 GRAPEVINE CREEK ( 5~781 -- GREXT1 ) Jl ICHEC~ INQ NINV IDIR STET NETRIC HVINS Q WSEL FQ 8. 4. ~. ~. .08~8~8 .~0 .~ ~. 472.818 ~2 NPROF IPLOT PRFVS XSECV XSECH FN ALLBC IBN CHNIM ITRACE -- J5 LPRNT NOMSED ::::="**REQUESTED SECTION NC .075 .075 .050 .1~0 .~8~ .808 .08~ QT 5,808 75~.8~8 1~58~.e80 11888.~80 15188.888 16588.~88 .808 1 PROFILE SECTIONM - SURVEY SECTION 13 X1 2~5~.~ 2~.~ 15~8.~ 1579.~ 1S~.~ 13~.~ 1B9~.~ .~ .E~ .E~ ~ GR ~69.7~ 15~B.~ ~52.8~ 1529.~ ~52.6~ 1552.~ GR ~7~.28~ 1691.B~ 4B~.4B~ 175).~B~ 4Bl.~B~ 1747.B8~ 4B1.5~ 175~.~ 481.~ 176).~ GR A79.4B8 177~.B~B ~7~.~ 1B~.~B~ 479.6B~ ~ GR ~B$.B~8 194B.~8~ 4B).$~ lgB1.B~B 4B2.~ 19B2.~8 ~BS.l~ 2~.B~ .B~ .~8 QT 5.B~ 75~.~ l~5~.~B~ 11BB8.~ 151~.~ 161~).)~ .)~ .)0~ .~ .~ Xl 2169~.~ 19.~88 119~.~ 1255.~ 1858.88~ 112~.888 1158.888 .~88 .~8 .~88 ~ SR 482.~8 1~.~8 A88.888 1828.8~ ~78.~8~ 1~55.~ 476.8~8 1~88.~8 474.~88 11~5.~8 GR 472.~ 115~.~ 478.~88 119~.~88 46~.~8 12~8.~8 45B.~8 12~5.~8 457.7~ 121~.~ GE 45B.~8 122~.~8~ 468.~88 12~8.888 47~.8~ 1255.~88 472.8~ 1595.~8 474.~88 1495.~88 ~ GR 476.~8 15~.~8~ 478.~8 1555.~ 48~.~ 1588.~ 482.~8~ 161~.88~ .888 .~8 NC .~8~ .~8~ .~45 .~ .~ .~ .~ .~8~ .~ .~ QT 5.B88 75~.~8~ 1~58~.~8~ 118~.~8 1518~.~8 16~8~.~8~ .~8~ .~8~ .~8~ .eS~ PROFILE SECTION N - SURVEY SECTION lA ~ Xl 226~.~ 16.~ 1397.~ 1447.~ 118~.~ 188~.~ 91~.~ .~8~ .~ .~ 6R 4B7.7EE 1E~e.8~ 485.2E~ 11)).~ 478.6~ 12B~.B~ ~R 473.~ 1397.~ 455.6~ 1412.~8 45g.~ 1425.~ 461.5~ 1435.~ 474.7~ 1447.B~ ~ GE 475.6Ee 15eE.~8~ 479.5~ 16e~.~ee 4BS.18e 17~.~ 498.2EE 1B~.~ 497.5~ 1900.~8 I E9/~9/87 ~9:46:46 PAGE 2 ~ Xl 259~8.~ 11.~ 1215.~88 1585.88~ 1488.~8 1188.~ 1~8.~ .~ .~ .~ GE 488.B~B 188B.~ 482.~8~ 1~25.~8~ 488.~ 1~75.~8 478.~88 1215.8~ 478.888 1325.888 GR 465.~ 1355.~ 47~.~ 137~.~ 48~.~ 1585.~ 486.~ 1395.~ 488.8~ 14~5.~0 GR 49~.~ 144~.~ .~ .~ .~ .~ .~ .~ .~ .~ QT 5.~ 758~.B8~ 1B5~8.BS~ 1188~.~8~ 151~8.888 155~8.8~8 .~88 .88~ .~88 .8~8 Xl 2493~.~ 18.B8~ 12~.~0 1~90.88~ BB~.~88 1668.808 1~3~.~8~ .~88 .B~ .~ ~ OR 494.~ 1~.~ 492.~ 1~25.8~ 49~.~ 11~.~8 488.B~ 114~.B~B 486.~ 115~.~8~ SR 484.88~ 116~.~ 482.~8 1188.~ 48~.B~ 12B~.888 47~.~ 154B.~ 466.488 1~68.~B GR 47~.~8 1375.~ 488.~88 1~9~.~ 484.~B8 141~.B~ 486.~8 144~.~8 488.~88 149~.~ ~ GR 49~.~ 153B.B~ 492.~8 1588.~ 494.~8 162~.B~ .~ .B~B .~88 X1 25~85.~B~ 16.~8~ 15~7.~B 1627.B~B 9~.~ 18~.~8~ 155.~8 .B~ .BB~ .BS~ ~ GR 49~.~ 1417.~8 4B$.~ 1425.~ 486.~ 14~7.~8~ 484.~8 1445.B~ 48~.~ 15~.~ GR 48~.7B~ 1537.~8~ 472.B~B 156~.B~ 467.$8~ 1564.~8 467.1~8 1§72.BB8 467.2~ GR 478.4B~ 159~.~88 482.5~ 1627.B~ 482.4BB 16~1.~ 486.~ 175~.BB~ 488.B~ X1 251~5.~B~ 18.B~ 1534.~8 162~.~8~ 4B.B~8 6B.~8~ 5~.~ .~8~ .~B~ .B88 GR 492.8~ 1~25.~ 49~.~8 1417.~8 48B.~08 1427.~8~ 4B6.88~ 1437.8~ 484.~B 1445.~8~ GE 481.8~ 15~.~ 481.4~8 1534.~ 473.58~ 1556.~ 467.1~ 1559.~ 467.~ 157~.~0 GR 467.1~B 1584.8~ 47B.5~ 1593.~B~ 47B.4~8 16B8.~8 484.2~ 162~.~B 485.1~ 2 GE 486.B6~ 1765.66~ 488.~6~ 18~5.~86 49~.66~ 1845.666 .686 .666 .666 .666 Xl 25185.eB~ 23.BB~ 112B.~ 1167.B~ 55.e~ 4~.~B~ 5~.~ .B~ .~ .B~ GE 484.~6 165~.6~ 482.~ 1~?~.~8 48~.~6~ 1B86.6~ 478.6~B 112B.666 467.76B 1135.866 ~ GR 467.6~6 114~.6~ ~69.6~6 1157.~ 47~.~ 1158.~ 475.~6 1163.~6 48e.~ 1167.~e GR 481.~ 122~.~e6 482.~E 1288.6E~ 483.EB6 13~4.6~ 484.~ 1316.66e 485.~E 1345.66~ GR 486.~E6 1557.66E 487.666 1369.E~ 49~.~ 1466.~e~ .Be6 .B6e .6E6 .E6e X1 25235.~E~ $8.E~e 1~79.~ 1137.~ 5E.E8~ 4~.~8~ 5E.E~e .~ .E~e .~ 6R 494.~E 92~.~8 492.~e~ lEeE.~ 49~.~ 1~1~.~6 488.~e 1626.6~e 486.6~ 16~e.6~6 6R 484.~ 1~.~.~ 482.~6~ I~6E.B8E 48~.5e~ 1~79.3~e 477.9~6 1682.3B~ 467.9B~ 1~94.4E~ ~ GR 467.96B 11~6.$Ee 469.66~ 1118.~ 47~.~ 1126.~ee 475.e6~ 1129.~8 478.~ 1157.~E~ GR 478.~B 117~.e~6 477.~e~ 1179.60~ 476.~6B 1192.~ 477.6e~ 12e4.~ 478.E~ 1217.666 GE 479.E8~ 1234.~E6 48~.6e6 1248.~e~ 481.E6~ 1255.e~e 482.~E~ 1267.~6~ 48~.~66 1274.6e6 ~ GE 484.~6E 1279.~e6 485.~e~ 1293.66~ 486.6~E 1298.e~e 487.~E~ 1~1~.66B 496.666 1/~,~.~6~ x1 25285.E~e 19.~e~ 1e~6.3~e 1B98.E6B 6E.E~e 26.666 56.~8~ .~6 .Bee .E~e GR 494.666 92~.~ 492.~6 1ESe. 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532.3~ 2~.88e 532.6ee 218~.8~ 532.588 22~o.e~e 532.~8~ 23e~.Be~ 5~2.2~B 24e~.~e~ 6R 531.8~ 25B~.~88 552.~ 268~.~88 532.588 27~8.~ 532.9~ 28e~.~ 53~.58~ 1 ~ ~9/89/87 89:46:46 PAGE 11 X1 45828.8~8 26.~88 2168.8e~ 2187.8~ GE 5~1.7~ 1~.88~ 5~.7~ ~ GR 538.2~ 15~.~ 5~8.8~8 1548.8~ 538.7~ 1562.~ 537.8~ GR 558.28~ 18~.~ 557.888 b"R 535.8~8 216~.8~ 531.888 2182.8~ 531.88~ 2185.88~ 533.18~ 2187.~ 533.78~ ~ GE 537.2e8 2388.8~e 537.3~8 Xl 4745~.~8 26.~ 234g.~ 2369.~ 125~.~ 135~.~ 163~.~ .~ .~ 6R 545.78~ 1e~e.88e 544.988 ~ 542.5~E 15B~.~e 542.1~ ER 54E.SE~ 2~.~ 541.2~E 21~E.E~ 541.6~ 2166.8Ee 541.$~ 2182.~E 541.48~ 22e~.~ ~ 6R 54~.3Ee 2269.~E~ 536.9~ 23~E.Ee~ 535.8~8 2349.~e 532.18~ 2363.~8 535.48~ 2369.8e~ 6R 536.8E~ 24~.~ 542.E88 2475.ESE 541.6~B GR 5z~.6E8 28~.8~ .8~ .~ Xl 47548.888 35.~ 1511.8~8 1591.8~ G'R 544.3E8 5E.E~ 543.6~8 15~.~ 542.8E~ GR 541.?~ 55E.EeE 541.1E8 ~ ~ 541.388 11~E.80~ 541.3Ee GR 541.8E~ 1511.~8 538.6E8 1511.8~e 531.~E~ 1525.~eE 538.?EE 1529.8~E 534.ESE 1535.EeE GR 534.588 1542.888 534.988 1544.888 535.388 1565.888 536.448 1584.848 538.488 1591.488 ~ GR 541.784 1591.488 541.488 1688,~88 541.6~8 1788.888 541.488 1888.888 541.588 1988.888 GE 543.888 2888.488 542,888 2812.888 542.48~ 2148.888 544.888 2288.888 545.788 2388.888 X1 47548.488 $7.888 1511.888 1591.888 188.888 188.888 188.888 .888 .888 .888 ~ 544.388 58.888 543.688 158.888 542.888 258.888 542.588 358.888 542,188 458.888 GR 541.78~ 558.888 541.188 G5~.888 541.888 758.888 548.888 958.888 541.288 954.888 -- GR 541.388 1144.888 541.388 1288.888 541.248 1388.888 541.788 1488.888 541.788 1588.888 GR 541.8~8 1511.~88 538.688 1511.888 531.888 1525.888 538,788 1529.888 534.888 1535.888 GE 534.888 1537.888 534,588 1542.888 534,988 1544.888 535,388 1565.488 535.388 1567.888 GR 536.48~ 1584.888 538.488 1591.888 541.788 1591.888 541.488 1888.888 541.688 1788.888 -- GE 541.488 1888.888 541,588 1988.888 543,888 2888.888 542.888 2812.888 542.488 2188.888 __ SB 1.858 2.7~5 2.588 .888 66.588 4.888 416.788 1.125 534,488 534.488 Xl 47678.888 .888 .888 .888 38.888 38.888 38.888 .888 .888 .888 X2 .888 .888 1.888 ,548.488 541.788 .888 .888 .888 .888 .888 BT 2.888 1511.888 541,888 548.488 1591.888 541.788 548.488 .888 .888 .888 X1 47728.~88 35.888 1511.~88 1591.888 58.888 58.888 58.888 .~88 .348 .488 ~ GR 544,$88 58,888 543.688 158,888 542.888 258.888 542.588 358,888 542.188 458,888 GR 541.788 558.888 541.188 658,888 541.888 758.888 548.888 858,888 541.288 954,888 ~ 541.388 1188.888 541.388 1288.~88 541.288 1388.888 541.788 1488.888 541.7~8 1588.888 ~ GR 541.888 1511.888 538.688 1511.888 531.888 1525.888 538.788 1529.888 554.888 1555.888 SR 534.588 1542.888 534,988 1544.888 535.388 1565.888 556.488 1584.888 538.488 1591.888 GR 541.788 1591.888 541,488 1888.888 541.888 1788.888 541.488 1888.888 541.588 1988,888 GE 543,888 2888.888 542.888 2812.888 542.488 2188.888 544.888 2288.888 545.788 2588.888 1 89/89/87 89:46:46 PAGE 12 Xl 48358.888 25.888 2138.888 2388.888 688.888 388.888 638.888 .888 .888 6R 549.588 1888.888 546.988 1188.888 546.848 1288.888 545.788 1388.888 544.988 1488.888 ~ C~ 544.188 1588.888 544.588 1688.888 544.188 1788.888 544.288 1888.888 544.888 1988.888 GR 543.988 2888.888 544.288 2188.888 543.488 2138.888 537.988 2154.888 535.488 2288.888 GR 537.788 2257.888 539,188 2388.888 539.688 2488.888 539.688 2423.888 543.288 2451.888 ~ GR 544.1~8 2588.88~ 544.588 2688.888 545.988 2788.~88 546.688 2888.888 547.788 2988.888 1 89/~9/87 89:46:46 ~ PAGE 15 THIS RUN EXECUTED 89/89/87 89:48:42 HEC2 RELEASE DATED ~ 76 ~DATED ~Y 1984 ERR~ ~R - 81,~2,83.~4.~5,86 ~DIFI~TI~ - 58,51,52,5~.54,55,56 IBH-PC-~ ~RSI~ NOTE- ASTERISK (#) AT LEFT OF CROSS-SECTION NLIqBER INDICATES )IESSAGE IN SUI91ARY OF ERRORS LIST GRAPEVINE CREEK SUltRY PRINTOUT TABLE 158 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 18K-S VCH AREA .S1K 28548.888 .88 .88 .~8 452.68 1188~.88 472.81 .88 473.49 23.22 7.83 2725.81 2448.68 21698.888 1158.8~ .~8 .88 457.78 11888.88 475.72 .~8 476.66 52.72 9.14 2182.28 2862.90 22688.~88 918.88 .8~ .8~ 458.68 11888.88 478.81 .88 479.88 $1.96 18.81 2138.67 2087.21 25988.8E8 138~,88 .88 .88 463.88 11888.88 482,34 .SE 482,91 17.82 6.28 2279.88 2859.95 24938.e88 1~38,88 ,88 ,88 466.48 11888.88 484.81 ,~8 484.56 15,12 5,98 2869.37 3834.17 * 25885,888 155.88 .~8 .88 467.18 11888.88 483.99 483,99 487.85 117.58 14.29 961,75 1888,56 25135,888 58,88 ,88 .~8 467.88 11888.88 485,91 ,88 487,55 49,34 18,72 1393.91 1679,88 25185,888 58.88 .88 .88 467.68 11880.88 486,68 ,88 487,88 38,63 18.38 2055,71 2132,16 25235,888 58,88 .88 ,88 467.98 11888,88 487,29 .88 487.95 17.87 7,94 2417,33 2856.25 25285,888 58,88 ,88 .~8 467.48 11888.~8 486,52 .88 488,44 48,37 12,32 1428.73 1696.72 25335.e88 58.88 ,88 .88 467.38 11888.88 487.54 .eS 488.69 29,35 8,81 1557.87 2177,94 25385.888 58.88 .88 .88 467.98 11888.80 487.19 .88 489,18 49,86 11,55 1248.88 1684.69 25478.888 85.88 .88 ,88 468,88 11888.88 489,24 ,08 489.68 9,83 5.77 3864.63 3926.58 25588.888 38,88 486.98 485.88 468.78 11888,80 489,86 .88 498.21 6.83 5,11 3598.10 4804.58 25585,888 85,88 ,~8 ,88 468.98 11888.88 489.67 .88 498,57 16.96 8,17 2191.38 2865,27 25635.888 5~,88 .88 .ES 468,88 11888.88 489.75 .08 498,66 19.25 8,25 2165,50 2689.$0 25685.888 58.88 .88 .88 469.10 1188~.88 498.83 ,88 498.77 15.47 7.57 2469,30 2999,96 89/89/87 89:46:46 PAGE 14 SE(NO )O_CH ELTRD ELLC ELMIN Q CNSEL CRINS ES I~K-S VCH AREA .01K 25735,888 5~.88 .88 ,88 478.8~ 11880.88 498.27 ,88 498.85 12,25 6.78 2622.54 3371.~ 25785,888 58.~8 ,88 ,88 469.18 11888.80 498.54 ,88 490.92 7.57 5.34 3891,89 4288,74 2582~.888 66.88 .88 .88 468.48 11988.88 498.73 .88 498.98 7.88 5.77 4247.88 4238.81 26178.888 358.88 .88 .88 478.28 11988.88 498.84 .88 491.45 19.81 8.25 2722.68 2729.23 26558.888 388.88 .88 .88 471.18 11988.88 491.34 .88 492.$8 24.63 8.55 1782.49 2397.71 26888.888 338.88 .88 .88 472.98 11988.88 491.97 .88 493.44 32.43 18.22 1559.18 2889.79 27858,888 165.88 .88 .88 475.88 18588,88 492,53 ,88 494.89 58,83 11.18 1388.53 1484.46 27488,888 428,88 .88 .88 473,98 18588,88 494,78 .88 495,28 17.41 7.33 2576,69 2516,71 27548,888 148,88 .88 .88 475.88 18588,88 494,68 .88 496,88 38,43 9.28 1141,46 1693.85 27578,888 38,88 496.88 498.58 475,28 18588,88 494.93 .88 496,23 37.94 9.16 1146.36 1784,71 27628,888 58.88 .88 .88 475,58 18588.88 495.62 .88 496.43 24,37 8.48 2168,77 2126.80 38138,888 2518,88 ,88 ,88 483.78 18588,88 582.17 ,88 583,38 48,54 18.32 1444,81 1649.88 38189.888 59.88 ,88 ,88 486.88 18588.88 582,14 .88 583.87 51,47 18,57 993.35 1463.57 38198,888 1,88 513.38 518.48 486.88 18588.88 581.97 ,88 584,86 213.95 11.61 984,32 717,85 38288.888 18,88 513.38 518.48 486.88 18588.88 582.39 .88 584,32 193,33 11,13 943.23 755.15 38281.~8~ 1.88 .88 .88 486.88 18588.88 582.98 .88 584.46 48.61 9.75 1876.66 1647.68 38258.888 49,88 ,88 .88 483.88 18588.88 584.~2 .88 584.68 21.81 8,19 1951,96 2248.21 31318.888 1868.88 .88 .88 487.88 18588.88 586.15 .88 586.65 21,98 7.34 2~88.78 2239.76 31488.888 178.88 .88 .88 488.88 18588,88 586,33 .88 587.19 28.66 7,~-~ 1412.88 2389.98 31588.888 28,88 589.18 586,18 488.88 18588.80 587.78 .88 588.46 14.51 6.63 1584,67 2756,43 3175~,888 258,88 .88 ,88 488.64 18588,88 588.58 .88 588.68 3.65 3.36 3124.87 5494.19 32748.888 998.88 .88 .88 493.87 18588.88 588.98 .88 589.11 4.97 3.66 2872,25 4718.77 34845.888 1385,88 ,88 .88 493.18 11288.88 589.65 .88 589,91 7,48 4,14 2782.53 4118.05 34338.888 285.88 517.88 515,88 498.87 11288.88 589.89 ,88 518.33 27.89 5,38 2882.39 2128,82 34348.888 18,~8 517.88 515.88 498.87 11288.88 589.92 .88 518.36 27.66 5,36 2888.44 2129.42 34878,88~ 538,88 ,88 ,88 581,26 11288.88 511,88 .88 511,55 18,36 5.53 2826.15 2613.59 89/89/87 89:46:46 PAGE 15 SECNO XLCH ELTRD ELLC ELH[N ~ CI~EL CRZI,JS EG 1EK"S VCH AREA 35458,888 588.88 528.38 515,88 588,98 11288.8~ 512.14 .88 512.64 18.95 5.72 1957,65 2573.16 14 5EE.gB 112EE.BB 512.4E .EB 512.87 18.3B 5.54 2E22.29 2618.18 499.81 112EE.BE 512.71 .BB 513.44 34.4B 6.83 164d.~4 19B9.63 499.41 112EE.BE 513.2E .EB 513.78 9.45 6.B7 1844.19 3643.76 5El.dd 112EB.BE 513.24 .EE 514.E5 14.88 7.22 155E.49 29E3.65 5B1.4E 112~B.B~ 513.48 .BB 514.47 18.92 7.98 14B4.B4 2575.13 5B2.BE 112EB.EE 513.37 .BB 514.76 29.31 9.46 1184.3E 2E68.65 5E2.EE 112EE.EE 513.38 .EE 514.77 5.36 9.44 1185.82 4835.64 5E2.2~ 112BB.BE 513.E2 .EE 515.BE 7.63 11.29 991.98 4E53.99 511.3B 112EE.EE 517.54 517.54 519.9E 19.56 12.34 921.66 2532.56 511.4E 112~E.BE 518.99 518.99 521.37 2B.B3 12.42 938.51 25~2.64 511.5E 112EE.BE 519.4B .EE 521.49 16.1E 11.63 1EE6.51 279E.96 511.8B 112dB.EE 519.97 .EE 521.78 1E3.71 1E.19 1B65.24 1B99.79 512.2E 112BE.EE 521.d7 .EB 522.48 66.42 8.85 1217.27 1374.23 512.3B 112Ed.EE 521.21 .EE 522.6B 64.67 8.77 1227.E8 1392.78 512.4B 112BE.EE 521.67 .EE 522.9E 52.E9 8.19 13E9.12 1551.77 517.EE 112EE.EE 525.89 .EE 526.2E 38.38 8.E1 269d.32 18d7.95 519.4d 79Ed.dd 528.67 .Ed 528.73 8.15 3.87 4669.62 2767.dE 52E.8E 79EB.Ed 529.66 .dE 53E.1E 47.52 9.d3 1733.15 1145.98 521.EE 79EE.BE 531.E9 531.E9 531.89 42.73 9.64 2E79.64 12d8.56 521.dB 79EE.EE 535.4E .Ed 535.42 .86 1.76 11526.3E 85dd.94 52E.TE 79EE.EE 535.42 .BE 535.42 .51 1.34 13776.EE 11E87.8d 524.9E 79BE.EB 535.57 .BE 535.61 4.23 2.84 6227.96 3842.79 531.8B 79B~.~ 538.3~ 538.3~ 539.E2 11B.65 11.3d 1449.12 751.Bd 532.1B 79EE.EE 543.63 .B~ 543.77 16.76 5.91 34~3.78 1929.63 531.2E 79EB.EE 543.69 .EE 543.93 19.7B 5.56 35E4.92 1779.98 PAGE 16 SECNO XLCH ELTRD ELLC ELNIN Q 04SEL CRI~S EG li~K*S VCH AREA .~IK 4764~.~ 1~.~ .~ .~ 53~.7~ 79~.~ 543.98 .~ 544.~7 8.~5 3.78 5~85.37 2784.89 4767~.~ 3~.~ 541.7~ 54~.4~ 53~.7~ 79~.~ 548.59 .~ 548.59 .33 1.~ 15377.69 13811.71 4772~.~ 5~.~ .~ .~ 531.~ 79~.~ 548.59 .~ 548.59 .38 1.~6 14714.58 12881.2~ 4835~.~ 63~.~ .~ .~ 535.4~ 79~.~ 548.61 .~ 548.63 1.~9 1.69 8629.95 7583.87 ~9/~9/87 ~g:46:46 PAGE 17 GRAPEVINE CREEK SLI't'~RY PRINTOUT TABLE 15~ SECNO Q Ct, ISEL DIFklSP DIFNSX DIFK~IS TOPWID XLCH 2~548.~ 11BB~.~ 472.81 .~ .~ .~8 582.81 .~B 2169~.~8 118~.~8 475.72 .~ 2.91 .~ 441.58 115~.8~ 226~8.~ 11888.~ 478.81 .~ 3.~9 .~8 389.87 918.~ 239~.~ 118~.~ 482.34 .~ 3.53 .~8 365.31 13~8.~ 2493~.~B 118~.~ 484.81 .~ 1.67 .~B 25~.11 1B3~.~ * 25~85.~ 118~.~ 483.99 .8~ -.~2 .~ 243.45 155.~ 25135.~B 118~.~ 485.91 .~ 1.93 .~B 316.~5 58.~ 25185.B~ 1188~.8~ 486.68 .~ .76 .~ 329.99 5~.~8 25235.~8~ 118~.B~ 487.29 .~8 .61 .~ 3~2.82 5~.~ 25285.~ 118~.~ 486.52 .~ -.77 .~ 222.76 5~.~ 25335.~ 118~.B~ 487.54 .~ 1.~2 .~8 276.~8 5~.~ 25385.~ 118~B.~ 487.19 .~B -.35 .~ 228.15 5~.~B 2547~.~ 1188~.~ 489.24 .B~ 2.85 .8~ 625.11 85.~ 255~.~ 118~.8~ 489.86 .8~ .63 .~ 722.78 3~.~8 25585.~ 118B~.~ 489.67 .~ -.19 .~ 461.61 85.88 25635.~ 1188~.~ 489.75 .8~ .~8 .~ 433.44 5~.B8 25685.~ 1188~.~ 49~.~3 .~ .28 .~ 47~.~ 5~.~ 25735.B~B 1188~.~ 49~.27 .BB .24 .~e 425.~ 5~.~ 2582~.BBB 119BB.AB 498.73 .~B .19 .BB 588.91 66.~A 26178.~BB 119BB.BB 498.84 .BB .11 .B~ 422.23 358.B~ 26558.EBB 119BB.BB 491.34 .BB .51 .BB 383.45 388.BB 26888.BB~ 119BB.BB 491.97 .BB .63 .BB 317.63 338.BB ~ 27~5~.BB~ 1BSBB.BA 492.53 .BB .56 .88 318.69 165.BB 1 ~ 89/89/87 89:46:46 PAGE 18 SE(NO Q C$4SEL DIFWSP DIR4SX DIFKWS TOPWID XI_OH 274~B.BBB 1B5BB.B~ 494.78 .BB 2.17 .BB 598.87 2754A.BBA 1B5BB.BB 494.68 .BB -.82 .BB 187.17 2757~.BBB 1B5BB.BB 494.93 .BB .24 .BB 1~7.25 27628.BBB I~5AA.B~ 495.62 .BB .69 .BB 598.76 3A13B.B~B 1B5BA.BB 5~2.17 .BB 6.55 .BB 241.46 38189.BAB 1858~.88 5A2.14 .BB -.A4 .AB 98.12 3~198.88~ 1B5BB.aB 581.97 .BA -.17 .BB 9A.73 3a2~B.BdB ld5dd.dd 5d2.39 .dd .42 .Ba 91.45 3B2BI.dBB 1B5AB.BB 582.98 .~B .59 .BB 99.89 1.~ 3d25d.dda 1B5aa,aa 5d4.d2 .dd 1.d4 .Ba 337.36 3131B.BBd 1BSBA.AB 5d6.15 .BB 2.13 .Be 419.82 314se. ABe leS~.Ee 506.33 .dE .18 .de 118.80 17~.~ 315Ba.dda ldSdd.dd 5a7.78 .dd 1.45 .da 119.43 3175~.~ 1BSAA.AA 5~8.58 .BB .72 .BE 248.58 32748.dBB 1BSBa.dB 588.98 .dB .48 .aB 255.54 34d45.ddd 112dS.ad 5d9.65 .da .75 .dd 267.32 34338.BAB 112BB.BB 589.89 .Ba .24 .AA 254.58 285.~B 34348.BBB ll2AA.BA 589.92 .BB .83 .BB 254.68 17 511.e8 .Be 1.16 .ee 259.79 512.14 .ee 1.e6 .ee 244.e4 512.71 .Be .32 .ee 244.27 513.2e .ee .49 .~ 179.22 513.24 .ee .B3 .Be 163.42 513.48 .ee .24 .ee 152.47 513.37 .ee -.11 .ee 138.24 PAP.,-E 19 C~SEL D[ FI,,ISP D[FI,,ISX D[FKI,JS TOPW[D XLCH 513.38 .e~ .el .ee 138.31 517.54 .ee 4.53 .e8 2e4.56 518.99 .ee 1.45 .ee 214.39 519.4~ .ee .42 .ee 216.53 519.97 .e~ .56 .ee 218.37 521.21 .ee .14 .ee 223.35 521.67 .ee .46 .ee 225.83 525.89 .ee 4.22 .ee 889.e5 528.67 .eB 2.78 .~e 2e4~.65 146e.~e 529.66 .e~ .99 .ee le43.66 77~.~ 531.e9 .e~ 1.43 .e~ 1396.36 535.4e .ee 4.31 .ee 2729.14 535.42 .ee .~1 .e~ 2748.31 535.57 .ee .15 .ee 2e15.74 18 # 4582~.~ 7g~.~ 558.3~ .BE 2.73 .E~ 1B23.13 162~.B~ -- 4745~.~ 79~.~ 543.63 .~ 5.34 .~ 1416.81 163~.~ 475~.~E~ 79~.~e 543.69 4764~,B~ 798B.~8 543.98 4767~.B~8 79~.~8 548.59 .~ 4.61 .E~ 225B.~ 38.~ 4772~.BB~ 79~.~ 548.59 .BE .~8 .BE 225~.8~ 5~.E~ ~ 4835~.~ 79~.~ 5~8.61 .~8 .~2 .~ 1865.66 63~.~0 ~9/E9/87 ~9:46:46 PAGE SUMPIARY OF ERRORS AND SPECIAL NOTES CAUTION SEONO= 25~85.~8 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 25~B5.~8 PROFILE- I PROBABLE HININUM SPECIFIC ENERGY CAUTION SEONO= 25~85.~0~ PROFILE= I 2~ TRIALS ATTEMPTED TO BALANCE NSEL CAUTION SEONO- 3836~.~8 PROFILE- 1 CRITICAL DEPTH ASSU~D CAUTION SEONO- 3836~.~8 PROFILE- I PROBABLE HININUI~ SPECIFIC ENERGY CAUTION SECNO= 383G~.~ PROFILE= 1 2~ TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 3838~.~ PROFILE- I CRITICAL DEPTH ASSI~IED CAUTION SECNO= SB38E.EB~ PROFILE- I PROBABLE MINImUM SPECIFIC ENERGY CAUTION SE(NO- 383B~.~ PROFILE- I 2~ TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SEONO= 42ESE.EO~ PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SEONO- 42~5~.Ee8 PROFILE- 1 PROBABLE ~INI~UM SPECIFIC ENERGY CAUTION SEONO= 42ESE.Ee~ PROFILE- 1 2~ TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 4582~.~ PROFILE- 1 CRITICAL DEPTH ASSUI~ED CAUTION SECNO= 4582~.ee~ PROFILE= I PROBABLE HINI~UM SPECIFIC ENERGY CAUTION SECNO- 4582e.eEo PROFILE- I 2E TRIALS ATTEMPTED TO BALANCE WSEL 1 E9/~9/87 ~9:48:49 PAGE I THIS RUN EXECUTED B9/~9/87 B9:4B:49 HEC2 RELEASE DATED NOV 76 UPDATED NAY 1984 ERROR CORR - ~1,~2,~3,84,~5,~6 HOOIFICATION - 5~,51,52,53,54,55,56 IBM-PC-XT VERSION 2 APPENDIX 2 GRAPEVINE CREEK - COPPELL, TEXAS PROPOSED BRIDGE REPLACEMENT - HEC-2 COMPUTER MODEL WATER SURFACE PROFILES # # U.S. ARMY CORPS OF ENGINEERS VERSION OF NDVERBER 1976 # # THE HYDROLOGIC ENGINEERING CENTER UPDATED MAY 1984 # # 6~19 SECOND STREET, SUITE D IBM-PC-XT VERSION # # DAVIS, CALIFORNIA 95616 RUN DATE il9/B9/87 TIME 1~:27:42 # # (916) 4AB-21B5 (FTS) 4~B-21B5 X X XXXX)O(X XX)O0( XX)O0( ~ X XX X X X X X XX X X XXXXXXXX)O(X X XXXX)( X)O00( X XX X X X XX X X X × ×X)O(XXXX XXXXX X)(XXXXX ~ B9/~9/B7 1~:27:45 PA~ I THIS RUN EXECUTED ~9/~9/87 18:27:43 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORE - BI,~2,B3,~,BS,~B MODIFICATION - 5~,51,52,53,54,55,56 IBM-PC-XT VERSION ¢ T1 GRAPEVINE CREEK, COPPELL,DALLAS COLltTY,TEXAS T2 EXTENDED FLOOD INSURANCE STUDY (180YE FIS DISCHARGE) AUGEST 19B7 (H/O FILL) ~ T3 GRAPEVINE CREEK (547~1 -- GREXPRI;U) - PROPOSED DENTON TAP ROAD BRIDG Jl ICHECK INQ NINV IDIR STET METRIC HVINS Q 61SEL FQ ~. 4. ~. B. .~B~B~ .~ .B B. 472.81~ .~B~ 02 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBN CHNIM ITRACE ~ J5 LPRNT NLI~SEC ~*~M#REOUESTED SECTION -1B.B~ .B~ .~B~ .8~ .8~ .B~ .B~8 .~B .~ .~ NC .B75 .B75 .~5~ .1~ .3~ .B~B .~B .~ .~ .~ QT 5.~BB 75~.B~8 1BSBS.~88 11888.~8~ 151B~.88~ 16588.8~8 .B08 .~B .BOB .BSe 1 PROFILE SECTION M - SURVEY,SECTION 13 Xl 2854~.~ 24.~ 158B.~ 1579.~ 15~.~ 13~.~ 189~.~ .~ .~ .~ GR 476.4~ 1~.~ 473.7~ 11~.~ 469.~ 12~.~ 469.4~ 13~.~ 468.3~ 14~.~ ~ GR 469.7~ 15~8.~ 452.8~ 1529.~ 452.6~ 1552.~ 468.4~ 1579.~ 469.5~ 16~.~ GR 47~.2~ 1691.~E~ 48~.4~ 1733.~ 481.~ 1747.E~ 481.5B~ 175~.~BB 481.~8 GR 479.4~ 177~.~E~ 474.E8~ 18~.E~E 479.6~ 1843.~ 48E.~ 19~.~B 483.2E~ GR 485.8~ 1948.8E~ 483.3~ 1961.~E 482.B~B 1982.~ 485.1~ 2~E.B~ .~ .~E~ QT 5.E~E 75~.~ 1~5~.~B~ 118~.~ 151~.~ 161~.~ .~ .EO~ .E~ .B~ X1 2169~.~ 19.~ 119~.~ 1255.~ 1~5~.~ 112~.~ 115~.~ .E~ .~ .~ ~ GR 482.B~ 1~.~ 48~.~ 1~2~.~ 478.~ 1B55.BB~ 476.~B~ I~GB.~B 474.~ 11~5.~ GR 472.~ 115~.~ 47~.~B 1198.~E0 46~.~ 12~.B~ 458.~ 12~5.~ 457.7~ 121~.~ GR 458.~E~ 122E.~ 46~.~B 123~.~ 47~.~ 1255.~ 472.~E~ 1395.~0 474.~ 1495.E0~ ~ OR 476.~0 153~.~ 478.~ 1555.~ 480.~ 158~.~ 482.~00 161~.~ .E~ .~0~ QT 5.~ 75~.~ 1~5Z~.~ 118~.~ 151~.~ 16~Z~.8~ .~Z~ .~ .~08 .88~ PROF[LE SECT]ON N - SURVEY SECTION 14 -- X1 226~.~ 16.~ 1397.~ 1447,~ 118~.8~ 1~8~.~ 91~.~ .~ .~ .~ GR 475.6B~ 15~.~ 479.3~ 16~.~ 485.1~ 17~.~ 49~.2~ 18~.~ 497.5~B 19~.~ 1 ~9/~9/87 1~:27:43 PAGE 2 __ X1 239~.~ 11.E~ 1215.eZ~ 1385.~8 14eE.Eee 11~e.e~ 13~.~0e .EE~ .~z~ .Ez~ GR 488.~ 1~.~ 482.~ 1~25.~ 48~.~ 1~75.~ 478.~ 1215.~ 47~.~ 1325.~ GR 463.~ 1355.~ 47~.~ 137~.~ 48~.~0~ 1385.~ 486.~ 1395.~ 488.~ 14~5.~ GR 49~.~ 144~.~ .~ .~ .~ .~ .~ .~ .~ .~ QT 5.~ 75~.~ 1~5~.~ 118~.~B~ 151B~.~ 155~.~ .~ .~ .B~ .~ X1 2493~.~ 18.~ 12~.~ 139~.~ 88~.~ 166~.~ 1~.8~ .~8 .E~Z .~ -- 8R 494.~ 1~.~ 492.~B 1~25.~ 49~.~ 113~.~ 488.8E8 114~.~B~ 486.~ 115~.~ 6R 484.~8~ 116~.~ 482.~ 118~.~ 48~.~8 12~.B~ 47~.~ 134E.~Z~ 466.4~ 8R 47~.B~ 1375.~8~ 48~.~Z 139~.B~ 484.~ 141~.~ 486.~8~ 144~.~E~ 488.~ 149~.~ GR 49~.Z~ 153~.~ 492.B~Z 158~.~Z 494.~ 162~.E~ .~ .GZ~ .~8 .~E X1 25~85.~ 16.~8 1537.~ 1627.~0~ 9E.~0 18~.~Z0 155.~Z .~ .~ GR 49E.~ 1417.~ 488.~ 1425.~Z 486.~0~ 1437.~Z~ 484.BZ~ 1445.~ 483.~ 15B~.~ -- GR 48~.7~ 1537.~ 472.~ 156~.~ 467.5~ 1564.~ 467.1~ 1572.~ 467.2~ 1585.~ 8R 478.4~ 1593.~ 482.5~ 1627.~ 482.48~ 1641.~8 486.~ 175~.~ 488.~ 178~.~ Xl 25135.~ 18.8~ 1534.~ 1623.~ 4~.~8 6~.~ 5B.eG~ .~8 .~ GR 492.~ 1~25.~8 49~.~ 1417.~ 488.~ 1427.~B~ 486.B8~ 1457.~ 484.~ 1445.~ GR 481.8~ 15~.8~ 481.4~8 1534.~ 473.5~ 1556.~ 467.1~ 1559.~ 467.~ 157~.~ GR 467.1~ 1584.~8~ 478.5~ 1593.~ 478.4~B 16~8.~8 48~.2~ 1623.Z0~ 485.18B 1643.~ 8R 486.~8Z 1765.~8~ 488.~ 1885.~ 49~.~8B 1845.~ .~Z~ .~ .~8 .~8 2 X1 25165.~ 22.~ 1128.~ 1166.~ 5B.B~ 4B.8~ 5~.~ .~9~ .~ .~8 GR 494.~ 91~.~ ~92.~ 1~.~ 49~.~ 1~1~.~ ~88.~ 1~3~.~ 486.~0~ 1~38.~ GR ~8~.~ 1~5~.E~ 482.8E~ 1~7~.8E~ ~8~.e~ 1E8~.E~ ~78.~ 112~.~e~ ~67.7~ 1135.8~ GE 467.6~ 114~.~ 469.~ 1166.~8 47~.~ 1168.~ 475.8~ 1176.~ 48~.~ 1186,~ ~ DR 481.~ 1196.~ 482.~ 12~4.8~ 483.~ 1286.~ 484.8~ 12B8.8~ 485.~ 13~9.~ DR 498.~ 1324.~ 494.~ 1335.8~ .~ .8~ .8~ .~8 .~ .~ Xl 25235.~ 21.~ 1~79.3~ 1166.~B 58.~ 5~.~ 5~.B~ .88~ .~8 .~ GR 494.~ 92~.~ 492.~ 1~.~ 498.8~ 1~1~.~ 488.~ 1~2~.~ 486.~ 1~3~.8~ DR 484.8~ 1B4~.B~ 482.~ 1B6~.~ 48B.5~8 1~79.3~ 477.9~ 1~82.3~ 467.9~ 1~§4.4~ DR 467.9~B 11B6.3~ 469.~ 1145.~B 475.~ 1156.~ 48~.~ 1156.~ 481.~ 117~.8~ m DR 482.~ 1184.~B~ 483.B~ 1186.~ 484.88B 1188.~ 485.~B 1251.B~ 49~.~ 1265.~ STATION E~AT[ON ~ 252+8~ z EXISTING STATION ~ 252+85 X1 2528~.~ 18.~ 1~46.3E~ 1153.~ 55.E~ 25.~ 45.e~ .E~ .~ .~ DR 494.~ 92~.~ 492.~ 1~,~ 49~.~ 1~1~.~ 488.~ 1~35.~e~ 486.~ 1~4~.~0 GE 484.~ 1~43.3~ 482.28~ 1~46.3~ 468.2~ 1~61.7~ 467.4~ 1~69.3~ 469.~ 1130.~ DR 475.~B~ 1141.~e~ 48~.~ 1151.~ 481.~ 1153.E~ 482.~ee 117~.~ 484.E~ 1174.~e ~ GR 485.~ 1214.~ 49e.e~e 1228.~ 494.~e~ 1239.~e .~e~ .~e~ .~ .~e 1 Jl9/1~9/87 11~:27:43 PAGE 3 -- STATION EQUATION a 253+25 = EXISTING STATION a 253+35 X1 25325.~ 21.~ 1~23.~ 1173.~ 5~.~0~ $~.~ 45.~ .~ .~ .~ __ GR 494.~ 91~.~ 491.8~ 1~.~ 487.~ 1~23.8~ 485.~8 1~27.~ 4B~.~ 1~37.~ GR 475.~ 1~42.~8 47~.~8 1~5~.~ 467.B~8 1~55.2~ 467.988 1~78.~ 467.38~ 1~79.6~8 DR 46B.5B~ 1~86.8~ 469.8~ 1129.~ 47~.~ 1131.~ 475.~8 114~.~ 4BB.8~ 1149.~ DR 481.~ 1152.~ 482.~ 1168.~ 484.B~ 1173.~ 485.~B~ 1188.~ 49B.~B 12~1.~ -- STATION EQUATION ~ 253+75 = EXISTING STATION B 253+85 X1 2537s.e~e 19.888 le~.e~ 1182.e~ 50.~ 5~.~ 50.800 ~ 49A.~ 88~.~8 491.388 1~.~ 487.~ 1817.~8 485.~8~ 1~2~.~8 488.~8 DR 475.~ 1~38,~8 47~.~ 1~47,~ 468.8~0 1~58,888 468.488 1118.~ 467.9~ 1121.788 DR 469.~ 1125.~ 47~.~ 1127.~ 475.~ 1136.~ 48~.~ 1145.~ 481.~ 1148.ee8 GR 482.~ 1165.~ 485.~e~ 1171.~ 49~.~8 1182.~8 494.~ 1191.~ .~ X1 25421.~ 11.8~ 1188.8~8 13~5.~8 84.~ 1~.~8~ 46.~8 .~ .~ DR 495.~8~ 1~.~B8 495.~ 11~8.~88 489.430 11~.~ 468.5~8 1147.~ 468.~80 119~.~8 ~ DR 46B.58~ 1235.~8 481.62~ 1263.~8 482.B~8 1282.~8~ 491.758 13~5.~8 495.888 13~5.88~ PROFILE SECTION P - SURVEY SECTION 16 DENTON TAP ROAD PROPOSED DEhq'ON TAP ROAD BRIDGE X1 25422.~ 18.~ 118~.~ 1)85.~ 1.~ 1.~ 1.~ .~8 .~B~ .~ BT -4.~ 11~.8~ 495.~ 49~.338 117~.~ 495.~ 49~.57~ 1235.B~ 495.~ 49~.47~ BT .~ 13~5.~ 495.~ 491.75~ .~ .~ .~ .~ .~ .~ ~ ~ 495.~ 1~.~ 495.~ 11~.~ 489.43~ 11~.~ 468.5~ 11~7.E~E ~68.3~E 1167.5~ ~ ~9E,57~ 1167.5E~ 49~.57e 117~,~ 468.2eE 1178.~8e 468.e~ 119E,EeE 468.5~E 1235.~E GR 49E.47E 1235,eE~ 49~.47E 1237.5~e ~69,75E 1237,5~ 481.62E 1263,EeE 482.E~E 1282,~ ~ GR 491.75~ 13~5.~ 495.~ 13~5.~e~ 495.E~ 14~e.~ .~ .E~ .~e~ X1 25542.~ 18.~80 11~.~ 13~5.~8~ 12~.~8~ 12~.~ 128.~8~ .~8~ .~ .~ BT -4.~ 11~.~8~ 495.~ 49~.~3~ 117~.~ 495.~8~ 498.328 1235.~8 495.~88 49~.57~ BT .~ 13~5.~8~ 495.~8 491.75~ .~ .~88 .~08 .~8 .~ .~88 GR 495.~8~ 1~8~.88~ 495.~ 1188.~8 489.4~ 11~.~ 469.2~ 1147.~8 469.~ 1187.58~ GE 49~.32~ 1167.58~ 49~.~28 117~.~8 468.988 117~.~88 468.7~ 119~.~ 469.28~ ~ GR 49~.57~ 1235.88~ 498.57~ 1237.588 47~.458 12~7.5~8 481.628 1263.~8~ 482.~88 1282.88~ GR 491.75~ 1385.~ 495.~ 13~5.~ 495.~ 14~.~8 .~0~ .~ .~ X1 25543.~ 11.~ 118~.~ 1385.~ 1.~ 1.~8 1.~0~ .~ .8~B .~8~ ~ 495.~8~ 18~.~8~ 495.~ 118~.~88 489.4~ 11~.~ 469.28~ 1147.~ 468.7~ 119~.8~ GE 469.288 1235.~ 481.62~ 1263.~ 482.~ 1282.80~ 491,75~ 13~5.B~ 495.88~ 1 89/~9/87 1~:27:43 PAGE 4 STATION EQUATION 0 255+68 = EXISTING STATION 0 255+85 X1 25568.~ 18.~ l~2~.~B~ 1155.)~0 5.8~ 75.8)8 25.B~) .))~ .)~ ~ GR 495.~ 1~88,888 49~.~8 1818.~ 485.~88 1~28.888 48~.~88 1~3~.8~8 475.888 GR 478.~8 1858.888 468.988 1878.888 469.~ 1~76.~8 469.~88 1~83.~8 47~.~88 1119.~88 GR 475.888 1128.88~ 48~.~88 1136.~ 481.~8~ 1138.~8 482.888 1149.880 485.8~8 1155.~8 GR 486.8~ 1158.888 498.~8 128~.~88 492.~ 1318.888 .~8 .8~ .~8 ~ STATION EQUATION a 256+18 = EXISTING STATION a 256+35 X1 25618.888 16.~8 1~22.88~ 1151.888 28.888 50.~88 5~.~88 .888 .888 GR 495.888 18~8.~08 49~.88~ 1812.888 485.888 1822.~88 488.88~ 1832.~88 475.888 1842.808 GR 478.~80 1~52.~8 469.588 1~6~.888 47~.~8~ 1117.8~ 475.~88 1126.8~ 48~.88~ GR 481.8~8 1136.~88 482.~0~ 1144.~ 485.~ 1151.888 486.~ 1154.~ 49~.8~8 1225.~8~ GR 492.~8 127~.8~ .~ .80~ .8~8 .88~ .~8~ .8~8 .8~8 STATION EQUATION a 256+68 = EXISTING STATION ~ 256+85 X1 25888.~ 27.~ 1834.888 1185.88~ 55.8~ 5~.~ 58.88~ .~8~ .~8~ 8R 495.~8 1888.~88 498.~ 1~22.8~ 485.~0 1838.8~ 485.8~8 1834.~ 484.88~ C~R 483.88~ 1858.88e 482.~8E 1~6~.~88 481.88~ 1866.~88 488.8~e 1871.888 479.888 1875.88e 8R 478.888 1878.888 477.~E 18GE.E~E 476.88~ 1882.88~ 475.~8E 1884.888 478.~88 GR 489.18~ 1896.8E8 469.48~ 1184.E88 469.188 1114.8~e 478.~e~ 1154.8e8 475.888 1162.~ 4 8R 48~I. ~I~t 1171l.~1~ 481. ~11~1~ 1172.1~Ii~ 482 . ~1~t 1177.~1l~1 485 . ~l~i~ 1185.1~8~ 486.1~ 1188.8R~ GR 49~. ~l~J~ 1278. ~t~ 492. i~l~ 1295. ~II~ . Ili~l~ . ~li~l .l~i~l~ . ~t1~ . ~I~ . i$j~1 STATION EQUATION a 257+14 - EXISTIN~STATION ~ 257+35 X1 25714.~ 17.~ 121~.~ 1386.~ 7~.~ 4~.~ 4B.~ .~ .~ .~ GR 4g4.EEe g3E.Ee~ 492.EE~ leEe.~Ee 49E.Ee~ 116e. EBe 488.Be~ 118~.EeE 486.~ 121~.~E~ GE 484.2~ 1235.~ 484.~ 124~.~ 481.~ 1252.~ 48~.~ 1293.~ 47~.~ 13~6.~ ~ GR 47~.~ 1351.~ 475.~ 1359.~ 48~,~ 1367.e~ 485.~ 138~.~0~ 486.~ 1386.8~ GR 49~.~E~ 1488.Ee~ 492.E~ 1498.~Ee .Ee~ .Bee .~ .Ee~ .E~E .8~B STATION E~UATION ~ 257+54 - EXISTING STATION ~ 257+85 X1 25754.~ 27.~ 1154.~ 127g.~ 45.E~ 3~.~ 4~.~ .~ .~ GR 4g~.~ 1B~B.~ 485.~ 1112.~ 48B.~B 1123.~ 48~.~B 1156.~BB 481.B~B 1141.8~8 GR 481.~ 1154.~ 48~.~ 116~.~B~ 47g.~ 1156.~8 478.~ 1171.~ 477.~ 1175.~ GR 47~.~ 118~.~ 469.1~ 12~1.~ 46g.2~ 12~9.8~8 47~.8~ 1214.~ 48B.B~ 125~.8~ ~ GR 488.8~8 1242.~ 479.~ 1245.~ 478.~8~ 1249.~ 477.~B~ 1256.~ 477.~ 1268.8~ GR 478.~B 1275.~ 479.~ 1275.8~ 48~.~B 1277.~ 481.~ 1279.B~ 482.~ 1281.8~B 6R 486.~ 1288.~ 49~.~ 145~.~ .~ .B~ .~ .~ .~ .~ 1 ~9/~9/87 10:27:43 PAGE 5 QT 5.~ 76~.~ lZ6Z~.~ 1198Z.~ 151~8.~ 145~8.~Z~ .~8~ .SeZ .8~ .eZ~ __ Xl 2582~.~ 17.~ 1245.~ 1291.~ 55.~ 72.~ 88.~ .~ .~ .~ GE 49~,4~ 1~.800 494.~ 1165.~ 48~.9~8 1182.~0 48~.~ 1245.808 47~.8~ 1255.8~e ~R 469.3~ 1258.8~ ~68.4~ 1275.~ 481.~ 1291.~8 481.~0~ 1576.~ 48~.~ 1419.~ GR 48~.~ 1464.~ 486.~ 1485.~ 487.~ 15~.~ 488.~ 1525.~ 489.~ 1555.8~8 6R 49~.8~ 157~.~ 491.8~8 1585.8~ .~8~ .~ .~8~ .~ .~ .~B X1 2617B.8~8 17.~B~ 1~45.8~ 1898.888 45~.~ 23~.~ ~5B.8~8 .~ .~Z~ .~ ~ GR 491.8~ 1~8~.~ 48~.~ 1~45.~ 478.2~ 1~65.8~ 47~.2~ 1888.~B~ 485.~8 1B9~.~88 GR 484.~ 112~.~ 485.~8 116B.B~ 482.8~ 1185.~ 481.B~ 12~.~8 481.~8 1225.~ GR 482.~ 124~.~ 483.~08 1255.~ 488.880 1275.~8 489.~8 1385.88~ 49~.~ 14~5.~ 6R 491.~ 1438.~ 492.~ 145B.~8 .~ .~ .~ .~ .~ .~ X1 2655~.~ 18.~ 1~4~.~ 114~.B~ 58~.~ 35~.~ ~8~.~0~ .~ .~B .~ C4~ 493.5~ 1B~.~ 492.6~ 181~.~0~ 485.6~ 1~2~.~0 485.B~Z 1B4B.B~ 48~.B~B 1865.~ ~ 6R 471.1~ 1B8~.B~ 471.18~ 1~95.~8~ 475.~ 11B~.~ 48~.~8 1115.~ 483.~ 1125.~8 6R 486.~ 114B.BBB 487.B~ 115~.~88 488.~ 118~.~ 489.B~B 1215.~ 49B.~BB 1255.8~ 6R 491.8~ 138~.~ 492.~B 1545.~ 495.~ 1598.~ .~ .B~ .~ .~ PROFILE SECTION Q - SURVEY SECTION 17 Xl 26888.~8 25.~ 175~.~ 1826.~B~ $68.~8~ $~8.8~ 33~.~ .~ .~ .~B 6R 588.1~ 1~.~8~ 5~8.4~ 11~.~ 5~8.1~ 12B~.~88 5~8.5~ 1~.B8~ 5~8.8~B 14~.B~ ~ 6R 5~8.68~ 158B.~ 5~7.4~ 15~8.~Z~ 5~7.28~ 1528.8~8 5Z4.1B~ 16~.~88 5~1.88~ 1628.~ 6R 493.5~ 178~.~ 484.8~ 175~.8~ 473.~ 1762.~ 472.9~ 1777.~ 479.~8~ 18~.~ ~R ~86.7~8 1826.~ 498.3~ 19~8.8~ 491.68~ 2~.8~ 493.~B~ 21~B.~ ~9~.7~ 22~.e~ NC .~65 .~7~ .~45 .8~8 .~ .~ .~ .~ .~ .~ PROFILE SECTION R - SURVEY SECTION 17A X1 274~.~ $2.B~ 1926.~B~ 1992.~ $6B.BS~ $~.~ 42~.~ .~ .B~ .~SB GR 5~9.58~ 1~.B~8 5~6.7~ 11)).))) 5)$.))) 12~E.E~ 498.8~ 13~.~E~ 497.~ 14~.~ __ ~R 49§.1~ 1422.~8~ 492.3~8 1443.~8~ ~91.4~ 15~.~8~ 4Bg.~ 16B~.~ 491.5~ 17~.B8~ GR 491.60~ 1713.~ 492.2~ 1731.~ 492.~ 1746.~ 493.30~ 18~.~ 493.~ 19~.~ GR 493.2~ 1926.~ 476.6~ 1955.~ 474.6~ 196~.~ 473.9~ 1965.~ 474.4~ 197~.~ GR 477.7~ 1978.~ 479.~ 198B.~ 487.4~ 1992.~0 489.2~ 2~.~ 495.2~ 2~26.~ GR 499.1~ 218~.~08 499.8~ 228~.880 5~2.288 2~0~.~ 584.8~ 24~8.~8 586.28~ 25~.~ GE 5~6.8~ 26~.~ 5~8.4~ 27~.~ .~ .~0~ .8~ .~ .~ .~ 1 ~ ~9/~9/87 1~:27=43 PAC~ 6 PROFILE SECTION S - SURVEY SECTION 17B BETHEL ROAD Xl 2754~.~ 32.~ 195~.~ 2~78.~ 14~.~ 14~.~ 14~.~ .~ .~ .~ X~ 1~.~ .~ .~ .~ .~ .~ .~ 495.~ 498.5~ .~ BR 5~9.78~ 1~8~,~88 5~6.7~ 11~8.~8 5~5.~8~ 12~8.~8 499.2~ 15~.8~ 496.18~ 14~.~ GR 494.8~8 15~.~8~ 492.7~ 16~8.B~8 492.7~ 1788.~ 492.988 17~1.8~ 493.9~ 18~.~ GR 496.~ 19~.~ 496.4~ 1918.~ 496.8~8 1958.~8 491.78~ 195~.~8~ 486.1~ 1998.8~ GR 484.$~ 1992.~8~ 4B~.6~ 1994.8~ 477.8~ 2~2.~ 475.B~8 282~.~08 475.4~ 2~27.~8~ GR 48~.98~ 2~34.~88 481.9~ 28~6.8~ 498.2~ 2~6~.~8~ 498.5~ 2~7B.~ 49g.48~ 2~78.~8 GR 588.2~8 21~B.~8 5B1.4B~ 2288.~88 5~2.8~ 2~88.8~ 5~4.3~ 24~8.8~8 585.788 2588.~8 ~ 5~6.8~ 26~.~ 5~6.5~ 27~.~ .~ .E~ .~ .~ .~ .~ SB 1,~5~ 2.342 X2 .88~ .~ 1.~8 498.5~8 496,8~8 ,8~ BT 2.8~ 195~.8~ 496.8~8 495.~ 2878.80~ 499.4~ 498.5~ .~0~ ,~8~ .~ ~ NC .865 .~78 .~45 .l~e .3e8 .~ .~88 .~8 .~8~ .~8~ Xl 2762~.~ 32.~ 1926.8~8 1992.88~ 5~.~ 5B.~8~ 58.8B~ .8~ 1.6~ .~8~ C-R 5~9,5~8 1~8,88~ 586,788 1188.8~8 583.~ 12~8,~e~ 498,8~8 13~,~8~ 497.~ ~ 6R 495.1~ 1422,~ 492,5~8 144~,~ 491.4~ 15~.~ 489,~ 1688,88~ 491.5~ 17~e.~0 8R 491.6~ 1715,e88 492,288 1731,~8~ 492.~ 1746.~8~ 493,~8~ 18~.~8 493.~ 1988.~ {~R 493.28~ 1926.88~ 476.$~ 1955.88E 474.6~8 1968,~8 473.9~ 1965,~0~ 474,48~ 197~,~e8 GR 477.7e8 1978,8~0 479.3~ 1988.~8 487,488 1992,~B 489.2~ 2~.~ 495.2~ 2~26.8~8 6R 499.1~8 21~.~8 499.e~8 2288.~88 5~2.2~ 2388,~88 584.880 24~.~E8 586,2~e 25~.~88 6R 5~6.8~ 26~.~ 5~8.4~ 27~.~ .~ .~0~ .~ .~8~ .~88 .~ 6 NC .865 .865 .845 .188 .$88 .888 .888 .888 .888 .888 PROFILE SECTION T - SURVEY SECTION 19 Xl 38138.888 28.888 2188.888 2222.88~ 1688.888 28~8.8~8 2518.888 .888 -.188 .888 GE 512.8~8 1588.888 513.888 1688.888 512.188 1788.888 518.888 1888.888 586.388 1988.888 8R 581.888 2888.888 588.888 2866.888 495.788 2188.888 492.488 2188.888 484.588 2288.888 GR 483.888 2287.888 484.888 2212.888 582.888 2222.888 584.488 2388.888 587.188 2488.888 GR 518.988 2588.888 511.488 2688.888 512.288 2788.888 512.588 2888.888 515.188 2988.888 X1 38189.888 42.888 2158.888 2263.888 59.888 59.888 59.888 .888 .888 .888 GR 517.388 1888.888 516.988 1188.888 516.588 1288.888 516.288 1388.888 515.888 1488.888 GR 515.588 1588.888 515.888 1688.888 514.688 1788.888 514.288 1888.888 513.788 1988.888 ~ 513.488 2888.888 515.288 2188.888 513.388 2138.888 518.288 2138.888 585.988 2153.888 GR 582.888 2154.888 494.188 2166.888 494.188 2167.888 492.588 2173.888 491.588 2188.888 GR 491.588 2181.888 487.288 2194.888 487.288 2195.888 486.888 2287.888 486.888 2288.888 GR 487.188 2221.888 487.188 2222.888 494.588 2234.888 494.588 2235.888 588.288 2248.888 GR 588.288 2249.888 587.288 2268.888 518.488 2263.888 513.488 2265.888 513.788 2488.888 GR 514.888 2588.888 514.488 2688.888 514.588 2788.888 514.788 2888.888 515.188 2988.888 89/89/87 18:27:43 PAGE 7 PROFILE SECTION U - SURVEY SECTION 28 ST.LOUIS-SOUTHNESTERN R.R. X1 38198.888 58.888 213B.888 2263.888 1.888 1.888 1.888 .888 .888 BT 2.~88 2138.888 515.388 518.288 2263.888 513.488 518.488 .888 .888 ~ ~R 517.588 1888.888 516.988 1188.888 516.588 1288.888 516.288 1388.888 515.888 BE 515.388 1588.888 515.888 1588.888 514.688 1788.888 514.288 1888.888 513.788 GR 513.488 2888.888 513.288 2188.888 513.388 2138.888 518.288 2138.888 585.988 GR 518.488 2153.888 518.488 2154.888 582.888 2154.888 494.188 2166.888 518.488 GR 518.488 2167.888 494.188 2167.888 492,588 2173.888 491.588 2188.888 518.488 6R 518.488 2181.888 491.588 2181.888 487.288 2194.888 518.488 2194.888 518.488 6R 487.288 2195.888 486.888 2287.888 518.488 2287.888 518.488 2288.888 486.888 m GR 487.188 2221.888 518.488 2221.888 518.488 2222.888 487.188 2222.888 494.588 ~R 518.488 2234.888 518.488 2235.888 494.588 2235.888 588.288 2248.888 518.488 ~R 518.488 2249.888 588.288 2249.888 587.288 2268.888 518.488 2263.888 513.488 GE 513.788 2488.888 514.888 2588.888 514.488 2688.888 514.588 2788.888 514.788 GR 515.188 2988.888 515.488 3888.888 515.688 3188.888 .888 .888 .888 ~ X2 .888 .888 .888 .888 .888 .888 1.888 .888 .888 -- GR 517.388 1888.888 516.988 1188.888 516.588 1288.888 516.288 1588.888 515.8~8 ~ 515.388 1588.888 515.888 1688.888 514.688 1788.888 514.288 1888.888 515.7~8 GR 513.488 2888.888 513.288 2188.888 513.388 2136.888 518.288 2136.888 583.988 I~ 582.888 2154.888 494.188 2166.888 494.188 2167.888 492.588 2173,888 491.588 6R 491.588 2181.888 487.288 2194.888 487.288 2195.888 486.888 2287.888 ~86.888 6R 487.188 2221.888 487.188 2222.888 494.588 2254.888 494.588 2235.888 588.288 7 DR 588.288 2249.888 587.288 2268.888 518.488 2263.888 513.488 2263.888 513.788 DR 514.888 2588.888 514.488 2688.888 514.588 2788.888 514.788 2888.888 515.188 GE 515.488 3888.888 515.688 3188.888 .888 .888 .888 .888 .888 Xl 38258.888 28,888 2188.888 2222.888 49.888 49.888 49.888 .888 .888 DR 512.888 1588.888 513.888 1888.888 512.188 1788.888 518.888 1888.888 586.$88 DR 581,888 2888.888 588,888 2866.888 495,788 2188.888 492.488 2188.888 484,588 DR 483.888 2287.888 484.888 2212.888 582.888 2222.888 584.488 2388.888 587.188 DR 518.988 2588.888 511.488 2688.888 512.288 2788.888 512.588 2888.888 513.188 Xl 31318.888 19.888 1863.888 1928.888 758.888 588.888 1868.888 .888 -.488 8R 515.388 1888.888 515.$88 1188.888 512.888 1288.888 587.588 1488.888 586.588 DR 584.788 1688.888 584.788 1788.888 581.888 1766.888 497.388 1888.888 491.188 DR 488.288 1869.888 488.388 1876.888 589.688 1928.888 511.488 2888.888 513.288 DR 514.888 2288.888 515.888 2388.888 516.488 2488.888 518.888 2588.888 .888 89/89/87 18:27:43 PROFILE SECTION V - SURVE¥SECTION 21 SOUTHNESTERN BLVD. X1 31488.888 29.888 1795.888 1915.888 178.888 178.888 178.888 .8~8 .888 .888 X3 18,888 .888 .888 .~88 .888 .888 .808 586.188 586.188 .888 C,,R 517.388 1888.888 516.788 1188.888 515.388 1288.888 512.988 1388.888 518.388 1488.888 m GE 588.588 1588.888 588.188 1688.888 588.488 1788.888 589.188 1795.888 584.588 1797.888 DR 495.288 1816.888 493.388 1826.888 493.388 1829.888 488.788 1845.888 488.888 1849.888 DR 491.188 1884.888 491.188 1887.888 494.688 1889.888 585.688 1913.888 585.988 1915.888 ~ DR 589.188 1915.888 511.188 2888.888 513.188 2188.888 514.988 2288.888 516.188 2388.888 DR 516.688 2488.888 517.188 2588.888 517.188 2688.888 516.888 2788.888 .888 .888 S8 1.858 2.118 2.588 .888 64.788 6.888 1381.988 1.843 491.188 491.188 Xl 31588.888 .888 .888 .888 28.888 28.888 28.888 .888 .888 .888 ~ BT 2.888 1795.888 589.188 586.188 1915.888 589.188 586.188 .888 .888 .888 HALFF ASSOC. SURV. SEC;N. AA (IHPROVED CHAJ~IEL) START A.H.H. CHANIEL II'IPROVEMENT DATA ~ Xl 31758.888 18.888 1888.888 1268.888 258.888 258.888 258.888 .888 .888 .888 DR 589.688 1888.888 492.748 1871.888 492.348 1158.888 498.548 1158.888 498.748 1173.888 DR 489.948 1189.888 488.648 1192.888 489.348 1196.888 493.848 1283.888 513.868 1268.888 HALFF ASSOC. SURV. SECN. BB (IMPROVED CHAMtEL) Xl 32748.888 13.888 1888.888 1293.588 998.888 998.888 998.888 .888 .888 .888 DR 511.478 1888.888 495.578 1867.888 493.778 1889.888 493.578 1186.888 495.778 1117.888 8 GR 493.27e 1128.~eE ~93.e7~ 1132.E~ ~93.17~ 1137.~e ~94.$7~ 1157.E~ 493,67e 12~3.~e C,,-R 51~.37~ 1272.5~ 511.17~ 1286.5~ 512.67~ 1293.5~ .~ .~ .~ .~ ~T 5.~ 73~.~ 1~.~ 112~.~ 142~.~ 117~.~ .~E~ .~ .~ .~ ~ HALFF ASSOC. SURV. SECN. CC (IMPROVED CHN~EL) X1 $4~45.8~ 19.~ 1~88.~88 1351.~ 13~5.B~ 1~5.~ 13~5.~8 .~ .B~ .~8 ~ GR 518.58~ I~.B~ 499.9~ 1~69.~8 499.$~8 1~81.~8 498.~ 1~93.8~ 499.3~8 11~1J8~ OR 499.$~8 1128.B8~ 497.6~8 1142.~8~ 49~.1B~ 1162.~8~ 496.18~ 1182,~ 499.5~ 1197.~ OR 499.68~ 12~7.88~ 497.7~ 1216.B88 495.~ 1226.~8e 497.8~8 1237.~ 498.9~ 1244.~ GE 498.9Ee 1268.EeE 512.93~ 131~.~e 515.73E 1324.E~ 516.53~ 1351.~ .E~8 .~¢~ QT 5.~B~ 73~.~ 1~.~ ll2~.E~Z 142~B.SZ~ 117~.~¢~ .~ .8~8 .~E8 .~Z~ -- HALFF ASSOC. SURV. SECN. DO (IMPROVED CHAI~EL) Xl ~4S5~.~8 52.~ I~B~.~ 1529.~8 285.~ 285.~ 255.Z8~ .B~ .~ .~ BT 2.~ 18~Z.~ 518.8~ 515.~ 152~.~ 517.8~ 514.8~ .~8~ .~ .B~ BR 518.2~ 1~.~ 51~.47~ 1~52.~ 515.8~ 1~2.Z~8 515.88~ 1~5~.8~0 51~.25~ SR 5~2.47~ 1~65.8Z~ 515.~ 1~65.~ 515.~ 1~66.~Z~ 5~2.55~ 1~66.~ 499.17~ 1~92.~ 8R 498.67~ 1~97.~ 498.68~ 1~98.~ 515.~ 1~98.8~ 515.~ 1~99.~ 498.69~ 1~99.~8 -- 8R 498.87B 1117.~0 499.47Z 1125.~B 5~.$5~ 11~1.~ 515.~ 1151.~Z~ 515.~ 1132.~ I ~9/~§/87 1~:27:45 PA~E 9 SR 5~.46~ 1152.~ 5~.57~ 1155.~ 499.56~ 1154.~ 515.~0~ 1164.~ 515.~ 1165.~ SR 499.55~ 1165.~ 499.17~ 1176.~ 498.~7~ 1187.~0~ 499.17~ 1194.~ 499.62~ 1197.~ -- SR 515.8~ 1197.~ 515.~ 1198.~8 499.77B 1198.~0~ 5~.37~ 12~2.0Z~ 5~2.278 1225.~ SR 5~2.5B~ 12~Z.~ 515.~ 125~.~ 515.8~ 12~1.~Z0 5~2.~1~ 1231.~ 5~2.52~ SR 515.~ 1265.~ 515.~ 1264.~ 5~2.52~ 1264.~ 5~2.578 1271.~ 5~9.75~ 1296.~ -- GR 514.9~ 1296.~ 514.9~ 1297.8~ 51~.~4~ 1297.~ 514.6~ 151~.~ 515.55~ 1326.~ 8R 514.8~ 1529.~ 517.85~ 1554.~ .~8 .88~ .~ .~ '~8 '~ Xl 3454~.~ .~ .~ .~ 1~.~ 1~.~ 1~.~ .~ .~ HALFF ASSOC. SURV. SECN. EE (IMPROVED CHAIk~EL) Xl 3487~.e~ 1~.~ 1~.~ 1332.~ 53~.~ 53~.~0~ 53~.~ .~ -~ .~0~ ~ GR 519.25~ 1~.~ 5~1.96~ 1~66.~ 5~2.~6~ 1144.~ 5~1.76~ 1148.~ 5~1.26~ 1158.~ GR 581.768 1166.~ 5~2.76~ 1175.~ 5~2.~6~ 1262.88~ 518.85~ 1316.~ 52~.25~ 1~$2.8~ -- HALFF ASSOC. SURV. SECN. FF MOVED 12~' TO D.S. FACE FREEPORT PKI,IY. X1 35458.~88 1~.~ 18~2.8~ 13~2.~ 588.~8 58~.~ 58~.~ .~ -~ -~ ~ BT 2.~ 1~8~.~ 521.5~ 515.8~ 13~2.0~ 52~.3~ 51~.1~ .~ .~ .~ GR 521.5~8 1~.~ 515.8~ 1~.~ 51~.2~ 1~2.~ 512.1~ 1~29.~ 5~5,6~ 1~49.~ GR 5~3.1~ 1~75.~ 5~.9~ 115~.~ 5~5.3~ 1225.~ 5~4.88~ 1249.~ 512.1~ 1271.~ GR 512.8~ 13~.~ 514.1~ 13~2.~ 52~.3~ 13~2.~ .~ .~ -B~ '~ HALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PKWY. X1 3557~.~0 .000 .000 .0~0 120.00~ 120.0~ X2 .~ .00~ .~0~ .0~e .0~0 .0~ 1.~ 8R 502.110 1108.~00 50~.71~ 111~.0~0 50~.$10 1159.0~ 583.71e GR 503.410 1189.~88 504.710 1204.088 5~7.018 1258.88~ 522.010 HALFF ASSOC. SURV. SECN. ~ (TRN~ITION BACK TO NAT. CHN~EL)-- -- APPROX. NEAR OLD CCE STA. 37550. X1 35970.080 18.8~0 1000.000 1264.98~ 2~.088 20~.0~ 280.~00 .080 .0~ .08~ C! 1131.080 588.8~ .055 3.888 3.08~ 18~.~ .E~ .~00 .08~ .000 GR 519.~10 10~0.~ 510.310 1071.8~ 5~9.11~ 1~96.4~ 5~4.51~ 1116.4~ 499.410 1131.4~0 GR 5~5.~1~ 1144.4~0 5~7.51~ 1158.48~ 5~8.110 1186.9~ 52~.41~ 1257.9~ 521.210 1264.98Z HALFF ASSOC. SURV. SECN. "A" (1/29/85) BAF 09/09/87 18:27:43 PAGE Xl 36148.~Ee 12.ESE 1128.~Ee 1204.00e 2OR.E88 130.0Ee 178.8eE .000 .E~O .080 CI 1166.0~0 501.~ .0~ .~E~ .~0 9~.~ .0~ .00~ .08~ .~0~ GE 520.580 1008.000 518.10~ 1078.0~ 514.800 1896.808 512.988 1113.000 512.7~0 1128.88~ ~ GR 505.600 1142.~88 581.8~ 1166.000 584.7~8 1193.888 513.8~0 1284.~8 514.3~ 1228.8~ HALFF ASSOC. SURV. SECN. "B" (1/29/85) BAF X1 36360.08~ 9.000 1125.888 1162.0~ 228.8~ 228.~8~ 22~.~ .88~ .~8 .8~ GR 522.~0 10~0.000 517.408 1093.008 513.400 1125.88~ 5~4.488 1135.080 5~1.480 1145.0~ C-R 5~4.4~ 1159.~ 511.7~ 1162.~ 514.5~8 1196.08~ 517.608 1245.0~8 .8~8 .0~ HALFF ASSOC. SURV. SEON., TRANS[STION TO CONCRETE (COE STATIONING) X1 38255.000 9.0~ 1~56.0~ 1107.0~ 75.Z88 75.08~ 75.8B~ .ES~ .08~ .0E0 C! 1882.~0~ 5~2.~O .~ .~O~ .~ 7~.~ .~ .~ .~ -~ ~ 522.4~ 98~.8~ 522.4~ 1~0~.~88 514.88~ 1856.888 584.188 1865.000 582.008 1082.88~ ~ GR 504.188 1098.008 514.400 1187.080 516.788 1207.000 520.080 1325.080 .000 .808 38255 REPEATED, TRANSIT[ON TO CONCRETE (COE STAT[ON~NC) X1 38268.~ .8~ .8~ .0~ 5.~e~ 5.~ 5.8~0 .80~ .0~ .8~ ~ CI 1082.0~ 582.880 .015 .0~8 .0~8 70.88~ .e~0 .0~ .088 .00~ PORT]ON OF COE SEON. 3838~., BOTTON OF DROP X1 383~.E~e 11.~0 267E.Ee~ 286E.EeE 8~.EEE 8~.~8 8E.~eE .~88 .4~E .~e CZ -1.EeE 5~2.2~ .~15 2.~e~ 2.~ee 7e.~8~ .~ .EOE .EeE .Eee m GR 525.8~ 263~.~ 525.8~ 263~.~ 525.8~ 263~.~ 525.8~ 263~.~ 515.~ 267~.~ GR 514.B~B 274B.~ 511.~ 2752.~ 511.~ 2772.~ 514.e~ 2784.~B 515.E~B 286~.8~ GE 52~.7~ 289~.~0~ .~ .~ .~ .~ .~ .~ .~ .~ PORTION OF COE SECN. 3838~., TOP OF DROP D.S. FACE OF W. BOUND [.H. 635 X1 3838~.~ 15.~e~ 267~.8~8 286~.~ 95.~88 95.~ 95.e~ .~ .~SB .BBB X3 .~B .B~ .B~B 263~.~8 529.2B~ 289~.~ 529.2~8 .BB~ .BS~ .B~ m OR 559.4~ .B~ 5~8.58~ 38~.B~ 53t.5~8 I~.B~ 525.8~ 2638.~ 515.~B~ 267B.~8~ OR 514.~ 27~8.~8 511.~8 2752.B8~ 511.8~ 2772.~ 514.B~ 2784.~ 515.~ 286B.~8~ 1 ~9/89/87 1~:27:43 PAGE 11 GR 524.7~0 289~.8~8 521.2~Z 38~.8~ 521.2~ 42~Z.~ 526.eZ0 54~.~Z~ 534.388 S8 1.B5~ 1.2~ 2.5B~ .~8 I~5.B~B 4.~ 392~.~Z 7.5~ 511.~Z~ 511.~ ~ U.S. FACE OF W. BOOND I.H. 635 Xl 3842~.~ .~ .~ .~ 4~,~ 4~.~ 4~.~0 .~ .1~ .~ X2 .~ .~ 1.~ 528.7~ 532.8~ .~ .~ .~ .~ X3 .~ .~ .~8~ 263~.~ 529.280 289~.~ 529.2~ .888 .~ .~ BT 6.~B .~ 559.5~ .B~B 3~.BB~ 556.5B~ .BOB 14BB.BBB 539.5B~ .B~8 BT 38~8.~8 529.2~ .~ 42~.~ 529.28~ .~ 55~.~8 534.3~ .~ .888 VALLEY SECTZON BE'I'~EEN [.H. 635 BRZDGES X3 .~ee .~0~ .00~ 263~.~0~ 529.2~0 2890.0~ 529.20~ .~ .~8 .~ D.$. FACE OF E. BOUND I.H. 635 Xl 3858~.~ .~ .~ .~ 8~.~ 8~.~ 8~.~ .~ .~ .~ X3 .~ .~ .~ 263~.~ 529.2e~ 289~.~ 529.2~ .~ .~ .~ ~ sa 1.858 1.2~ 2.5~ .~ 1~5.~ 4.~ 392~.8~8 7.5~8 512.2~ 512.2~ U.S. FACE OF E. BOUND I.H, 655 Xl $B62~.~ .~ .~ .~ 4~.~ 4~.~ 4~.~ .~ .1~ .~ X2 .~ .~ 1.~ 528.7~ 5~2.8~ .~ .8~ .~ .~ .~ )('5 .~ .~ .~ 263~.~ 529.2~ 289~.~ 529.2~ .~ .~ ,~ BT 6,E~ .8~ 559.58~ ,~ 5~.~8 556.5~8 .~ 14~.~ 539.5~ .~ BT 38~,~8~ 529,2~ ,~ 42~.8~ 529.2~ .~ 55B~.~ 534.~ ,~ .E~ 58' U.S.E. BOUND I.H. 655 Xl $867~.~ .~ .~ .~ 5~.~ 5~.~ 5~.~ .~ .1~ .~ X3 .~ .~0 .~ 263~.~ 529.2~ 289~.~ 529.2~ .~ .~ .~ NC .865 .86~ .845 .8~8 .88~ .8~8 .8~ .888 .8~ PROFILE SECTION Z - SURVEY SECTION 25 X1 39728.808 23.8~8 1713.88~ 1726.~8~ 25.~ 758.888 1~5~.~88 .80~ .888 GR 526.5~e 1~8~.8~ 526.3~8 11B8.8~ 526.288 128~.8~8 525.988 138~.88~ 525.7~8 GR 525.788 15~8.88~ 519.5~8 1688.888 519.38~ 178~.~ 519.8~ 1713.888 517.188 1715.808 GR 517.8~8 1723.~88 518.8e~ 1726.888 521.48~ 1888.888 522.4~8 19~8.88~ 522.58e GR 524.~8~ 21~.8~ 526.88~ 2288.888 526.~8 23~e.88~ 526.7~ 24~8.8~8 526.988 89/89/87 18:27:~3 PAGE 12 END OF A.H.H. CHAJ~EL IlflPROVERENT DATA Xl 41188.88~ 16.~ 2536.888 2552.88~ GR 532.88~ 438.8~8 527.588 GR 521.288 2536.888 519.488 2542.~8~ 519.48~ 2546.8~8 521.2~8 2552.88~ 522.~8~ 2612.8~ ~ GR 525.888 2754.8~8 526.~8~ 2759.8~8 528.8~ GR 538.888 3444.8~8 .88~ D.S. RADIO RD Xl 4195~.888 2g.~08 1791.888 1B1~.~80 778.88~ 77~.8~8 778.88~ .888 GR 548.8~8 .~88 539.888 188.888 538.88~ 28B.~8~ 537,888 388.8~8 GR 529.58~ 1~8~.888 529.48~ 1188.88~ 529.488 1288.88~ 528.688 1308.8~8 529.4~8 GR 529.~8~ 1588.8~8 529.7~8 16~.~80 527.g8~ 1788.8~8 524.5B8 1713.~88 522.88~ 1791.~ m GR 521.7~ 1797.8~8 528.7~8 18~8.8~8 521,788 1888.8~ 522.5~8 181~.8~ 525.8~ GR 528,288 Z88~.888 529,788 2188.888 529.B~8 228~.~88 538.2~8 2388.888 5~8.4~8 Gl{ 53~,688 25~8.888 538,888 2688.888 548,808 3788.~8~ 558.88~ ~488.8~8 .888 .e~e B.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECTION 26 ~ Xl 4285~.88~ 35.888 178B.8~8 1834.888 188.888 188.888 1~.880 .~88 X3 18.8~ .88~ .888 .888 .88~ .~ .8~ 527.188 527.8~ C~R 548.888 .888 538.888 2~18.888 536.888 488.888 534.888 688.888 532.888 888.888 ~R 538.288 1888.888 538.188 1188.888 538.388 1288.888 538.188 1388.888 538.888 1488.888 OR 529.888 1588.888 529.688 1688.888 529.788 1788.888 529.788 1763.888 527.188 1763.888 OR 523.588 1771.888 522.388 1788.888 521.888 1793.888 521.588 1819.888 522.188 1826.888 6R 523.888 1834.888 527.888 1842.888 529.888 1842.888 529.588 1988.888 529.388 2888.888 -- 6R 529.988 2188.888 538.788 2288.888 531.188 2388.888 531.288 2488.888 531.588 2588.888 GR 531.888 2688.888 532.188 2788.888 532.588 2888.888 548.888 3888.888 558.888 4588.888 S8 1.858 2.268 2.588 .888 79.888 .888 473.958 .888 521.188 521.188 U.S. FACE RADIO RD SEOT/28 -- Xl 42898.888 .888 .888 .888 48.888 48.888 48.888 .888 .888 .888 X2 .888 .888 1.888 527.188 529.788 .888 .888 .888 .888 .888 X3 18.888 .888 .888 .888 .888 .888 .888 527.188 527.888 .888 ~ BT 2.888 1763.888 529.788 528.688 1842.888 529.888 528.688 .888 .888 .888 PROFILE SECTION BB - SURVEY SECTION 27 Xl 42178.888 28.888 1791.888 1818.888 88.888 88.~88 88.888 .888 .888 .888 OR 548.888 .888 539.888 188.888 538.888 288.888 537.888 388.888 536.888 488.888 OR 529.488 1588.888 529.788 1688.888 527.988 1788.888 524.588 1713.888 522.888 1791.888 GR 521.788 1797.888 528.788 1888,888 521,788 1888.888 522.588 1818,888 525,888 1988.888 GR 528,288 2888,888 529.788 2188.888 529.888 2288,888 538.288 2388.888 538,488 2588,888 OR 538.688 2588.888 538.888 2688.888 548.888 3888.888 .888 .888 .888 .888 1 89/89/87 18:27:43 PAGE 13 PROFILE SECTION CC - SURVEY SECTION 28 Xl 44288.888 32.888 1748.888 1786.888 1888.888 1388.888 2838.888 .888 .888 -- 6R 558.888 688.888 548.888 658.888 546.888 788.888 544.888 758.888 542.888 6R 535.988 1888.888 535.288 1188.888 534.388 1288.888 534.188 1388.888 533.888 6R 533.288 1588.888 538.888 1688.888 528.888 1844.888 527,788 1788.888 526.888 -- OR 524,988 1757,888 525,488 1768.888 531.988 1786.888 531.988 1888.888 532.288 OR 532,388 2888,888 532,688 2188.888 532.588 2288.888 532.888 2388.888 532.288 OR 531.888 2588.888 532.388 2688.888 532.588 2788.888 532.988 2888.888 533.388 -- PROFILE SECTION DD - SURVEY SECTION 29 Xl 45828.888 26.888 2168.888 2187.888 1488.888 1888.888 1628.888 .888 .888 8R 538.288 1588.888 538.888 1548.888 538.788 1562.888 537.888 1688.888 537.788 GR 538.288 1888.888 537.888 1988.888 538.288 2888.888 538.488 2888.888 533.488 8R 533.888 2168.888 531.888 2182.888 531.888 2185.888 533.188 2187.888 533.788 8R 537.288 2388.888 537.388 2488.888 537.588 2588.888 538.688 2688.888 539.288 OR 548.888 2888.888 .888 .888 .888 .888 .888 .888 .888 13 PROFILE SECTION EE - S~JRVEY SECTION )~ Xl 4745~.~ 26.~ 2349.~ 2369.~ 125~.~ 135~.~ 163~.~ .~ .~ .~ GE 542.5~ 15~.~ 542.1~B 16~8.88e 541.7B~ 17~.~ 5~1.1~e 18~.E~ 541.~8 ~ 54~.8~B 2~.~e 5~1.2~ 21e~,~ 541,688 2166.~ 541,6~ 2182.~ 541.4~8 22~8,e~ GR 556.8~8 24~,~ 542.~ 2~75,~8~ 541,6~ 25~.~8 542.5~ 26~,~ 54~,5~ 27~8.~ D.S. COUNTY LINE RD -- Xl 4754~.~ $5.~ 1511.~ 1591.~ I~.~B~ 2~.~ 9~.~E~ .~ .5~ GE 54.4.$~ 5~,~ 545.6~ 15B,~ 542.8~ 25~,8~E 542.5~ 55~,88~ 542.188 ~5~.~B~ SR 5~1,7~ 55~.e8~ 541.18~ 65~.~ 541,~ 75~,~8~ 54~.8¢8 858.~ 541.2~ 958,8~ GR 541.$~ 11~8,8~e 5~1.5~ 12~.~8~ 541,2~ 15~.88~ 541.78~ 148~,~E 5~1,7~ 15~.~ GE 541.8~8 1511,~ 558.68~ 1511.8B~ 551.~8~ 1525.~ 55~.7~e 1529,~ 55~.8~ 1555.~eB GR 55~,58~ 1542.88~ 554.9~8 1544.~ 555.$~ 1565.~0~ 556,~ 1584.~0 558,4~ 1591.8¢~ ~ 5~1.7e~ 1591,e~ 541,488 16~,~ 541,6~ 17~.~ 5~1.4~8 18~.¢~ 541.588 19~,ese 1 1~9/~9/87 18: 27: 45 PAGE 14 -- D.S. FACE COUNTY LINE RD, PROFILE SECTION FF - SURVEY SECTION 31 X1 4764~.~ 37.~ 1511.~ 1591.B~ 1~.~8~ 1~.~8 188.~88 .~8~ .B~ .B88 -- X3 1~.~ .~ .~ .~ -~ -~ .~ 54~.4~ 54~.~ .~ C-R 5z~4.$~ 5E.~eE 543.6Ee 15~.~ 542.8eE 25e.ee~ 542.5ez 35E.Eee 542.1E0 SR 541.7~ 55~.~ 541.1~ $5~.~ 541.~ 75~.~ 54~.8~ B5~.~ 541.2~ 95~.~ SR 541.]~ 11~E.~ 541.5~ 12~.~ 541.2~ 13~.~ 541.7~ 14~.~ 541.7E~ 15~.B~ 8R 541.8~ 1511.~ 538,6~ 1511.~ 531.~ 1525.~ 53~.7~ 1529.~ 534.~ 1535.~ 8R 534.~ 1537.~ 534.5~ 1542.~ 534.9~ 15z~4.~ 535.5~ 1565.~ 535.3~ 1567.~ -- GE 541.4~ 18~.B~ 541.5~ 19~.~ 543.~ 2~.~ 542.8~ 2~12.~ 542.40~ 21~Z.~ GE 5/~4.~ 22~.~ 545.7~ 23~.~ .~ .~ -~ .~ .8~8 .~ SB 1.~5~ 2.7~5 2.5~B .SZ~ 66.5B~ 4.~ 416.7~ 1.125 534.4E0 554.4~E U,$. FACE COUNTY LINE RD SECT/31 -- X1 ~767~.~ .~ .~ .~ 3~.~ 3~.~ 3~.~ .~ .e~ .~ X2 .~ .~ 1.~ 5~.4~ 541.7~ .~ .~ .~ .~ -- BT 2.E~ 1511.E~ 541.88~ 548.~ 1591.~ 541.7~ 54~.4~0 .~ .~8 .~ 5~' U.S. COUNTY LINE RD Xl ~772~.~ 35.~ 1511.~ 1591.~ 5~.~ 5~.~ 5~.~ .~ .3~ .~ GR 544.3B~ 5~.~ 543.6~ 15e. BB~ 542.8BB 25~.~ 542.5~ $5B.eBe 542.1~ 45~.BB~ GR 541.7~0 550.000 541.1~0 650.000 541.000 750.000 540.800 850.000 ,541.200 950.000 8R 541.$00 1100.000 541.500 1200,000 541.200 1508.000 541,708 1400.080 541,700 1500,888 GR 541.800 1511.000 558.600 1511.000 531.000 1525.000 558.700 1529.080 554.000 1535.008 GR 534.508 1542.080 554,900 1544,808 535,300 1565,888 536.400 1584.000 558,400 1591,080 ~ GR 541.700 1591.000 541.400 1600.008 541.680 1700.008 541.408 1800.000 541.500 1900.080 GR 545.000 2000.000 542.800 2012.008 542.400 2180.000 544.008 2200.000 545.7~0 2500.000 PROFILE SECTION GG - SURVEY SECTION 52 Xl 48550.000 25.000 2150.008 2300.000 600.000 380.080 630.000 .000 .000 .000 ~ GR 549.500 1000.080 546.90~ 1100.00~ 546.800 1200.0~0 545.708 1300.00~ 544.908 1400.~ GR 544.108 1580.000 544.500 168~.8~8 544.108 1700.000 544.2~ 1800.000 544.000 190~.000 GR 543.9~e 2000,000 544,280 2100.080 543,40~ 2138.~e~ 537,908 2154,000 555,400 2208,00~ ~ GE 537,700 2257,008 559,100 2500,000 559,600 2400,~e~ 559.600 2423.808 543.200 2451.~08 GR 544.180 250~.~0~ 544.580 2680,0~0 545.9e0 2708.~e~ 546.680 2800.088 547.700 2900.~0~ I 09/~9/87 1~:27:43 PAGE 15 THIS RUN EXECUTED 09/09/87 10:29:45 HE¢2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - ~1,02,05,04,05,06 ~ODIFICATION - 50,51,52,53,54,55,56 IBR-PC-XT VERSION NOTE- ASTERISK (.) AT LEFT OF CROSS-SECTION NUNBER INDICATES HESS.AGE IN SUltRY OF ERRORS LIST GRAPEVINE CREEK (547~1 - SU~RY PRINTOUT TABLE 158 SECNO XLCH ELTRD ELLC ELMIN Q Ct,ISEL CRII~S EG I~K*S VCH AREA .81K 20540.888 .00 .~0 .80 452.6~ 11800.0~ 472.B1 .0~ 475.49 2~.22 7.85 2725.01 244B.68 21690.000 1150.00 .00 .80 457.70 11800.08 475.72 .B8 476.66 52.72 9.14 2182.20 2~62.98 22600.000 910.~0 .00 .00 458.60 11880.0~ 478.81 .00 479.88 51.96 10.01 2158.67 2087.21 23900.000 1300.0~ .00 .~0 463.~0 11800.~ 482.54 .00 482.91 17.02 6,28 2279.e8 2859.95 24930.00~ 183~.80 .0~ ,0~ 466.4~ 1180~.~0 484.~1 .~8 484.56 15.12 5.98 2~69,57 3834.17 # 25885.808 155.00 .08 .~0 467.1~ 118~.80 483.99 485.99 487.05 117.50 14.29 961.75 1~8B.56 .88 .88 467.88 11888.88 485.91 .08 487.55 49.34 18.72 1393.91 1879.88 · 08 .88 467.68 11888.88 486.55 .88 487.77 25.36 9.66 1781.12 2343.28 · 08 .88 467.98 11888.88 487.~3 .8~ 487.98 15.86 7.77 1981.98 304~.5~ · 08 .88 467.48 118~8.88 487.36 .88 487.98 9.81 6.42 2841.67 3768.35 · 88 .88 467.3~ 118~.88 487.57 .88 488.83 8.52 5.47 2283.57 4~41.91 · 88 .08 467.98 1188~.8~ 487.64 .08 488.88 8.67 5.34 2218.59 4886,92 · 0~ .88 468.88 11888.~8 487.82 .08 488.12 5.8~ 4.45 2651.93 49~1.22 495.08 491.75 468.88 11888.08 487.80 .88 488.14 3.82 4.62 2554.11 6841.24 495.88 491.75 468.78 11888.88 487.84 .88 488.19 4.17 4.77 2475.37 5778.76 · 88 .88 468.78 11888.08 487.88 .88 488.2~ 2.47 4.58 2576.53 7515.16 · 88 .88 468.98 1188~.88 487.75 .88 488.35 11.~6 6.19 1933.78 3547.77 PAGE 16 ELTRD ELLC ELM[N q C~SEL CR[t, IS EG 18K~S VCH AREA .~IK .88 .88 469.58 1188~.8~ 487.76 .88 488.43 12.69 6.56 1836.28 3312.61 .8~ .0~ 469.18 118~.88 487.89 .88 488.58 13.38 6.27 1934.67 3235.93 .88 .08 478.8~ 11888.88 487.89 .88 488.61 21.66 6.83 1792.14 2535.43 .88 .88 469.18 11888.88 488.81 .88 488.69 16.18 6.89 2888.26 294~.57 .88 .88 468.40 11988.88 488.25 .88 488.81 18.59 8.~6 2919.75 2759.86 .88 .88 478.28 11988.~8 488.59 .88 489.89 42.58 11.23 1849.63 1823.57 .8~ .88 471.18 119~.88 49~.8~ .8~ 491.46 38.79 9.96 1417.23 191~.57 .88 .88 472.98 11988.88 491.~7 .8~ 492.93 43.51 11.31 1385.65 18~4.06 .88 .88 473.88 18588.8~ 491.79 .88 493.83 67.31 12.48 1172.46 1279.78 .88 .88 473.98 185~8.88 494.63 .88 495.23 18.83 7.44 2532.91 2472.68 .88 .88 475.88 18588.88 494.62 .88 495.95 39.87 9.25 1135.12 1679.82 496.88 498.50 475.28 18588.88 494.87 .88 496.19 38.52 9.21 1148.54 1691.83 .0~ .8~ 475.5~ 18588.~8 495.55 .~8 496.39 25.19 8.51 2129.76 2~92.02 ,88 .88 483.78 185~8.88 582.22 .88 583.33 38.87 18.26 1456.85 1662.88 16 38189.48~ 59.4e .Se .Be 486.8e 1~5~.4~ 5~2.18 .48 583.98 58.85 18.53 997.44 1472.47 3819e.~e 1.88 513.3~ 51~.4~ 486.8e le58~.~ 5~2.81 .88 5~4.~9 211.74 11.56 988.27 721.58 -- 3~2~.4~ 18.~ 513.3~ 51~.4~ 486.8~ 1458~.~8 5~2.43 .8~ 584.34 191.8~ 11.1~ 946.36 758.16 3~281.~ 1.~8 .~ .~ 486.8~ 1~58~.~ 583.~1 .4~ 5~Z~.48 4~.38 9.73 1~79.46 1653.97 38258.~8 49.~ .4~ .8~ 483.88 185~.~8 5~4.~5 .8~ 5~4.78 21.63 8.17 1959.95 2257.47 31318.8~8 186~,88 .4~ ,48 487.84 1~5ee.48 586.16 ,4e 586,66 21.9~ 7,33 2~92.37 2243.46 31488,488 178,~8 ,48 .88 488,~8 1~5~.48 586,34 ,8~ 587.28 2~,62 7.43 1412.86 2312.16 _ 315~8.8~8 28.88 589,1~ 5~6,18 488,88 1~584.4~ 5~7,79 ,48 5~8,47 14.48 6,62 1585.63 2758.98 31754,~ 254.4~ ,~8 ,88 488.64 1~588.8~ 5~8.51 ,4~ 588.68 3,65 3.36 3125.86 5498.64 -- 32748.888 994,~8 ,84 ,4~ 493.~7 1~588.88 5~8,91 ,4~ 589.11 4,96 3.65 2873.93 4714.67 34845.~8~ 1345,88 ,88 ,88 493.1~ 112~,48 549,65 ,~ 5~9,92 7.39 4,14 2783,96 4121,38 34338.888 285,88 517,8~ 515,84 498,47 112~,48 5~9,89 ,4~ 51~.34 27.84 5.38 2883.63 2122,59 1 ~9/89/87 1~:27:43 PASE 17 -- SECNO XLCH ELTRD ELLC ELMIN Q Ct4SEL CRIktS EG 18K*S VCH AREA .81K 34348.484 I~.BB 517.8~ 515.~ 498.47 11284.48 589.92 .88 51~.37 27.62 5.36 2~89.68 2131.19 34878.~ 53~.~ .8~ .8~ 581.26 112~.84 511.88 .4~ 511.56 18.34 5.53 2826.98 2615.23 3545~.~ 588.8~ 52~.3~ 515.8~ 588.98 1128~.~8 512.14 .84 512.65 18.94 5.72 1958.21 2573.52 3557~.48~ 12~.88 52~.38 515,88 548.9~ 11288.88 512.48 ,8~ 512.87 18.29 5,54 2822,83 2618,58 ~ 3577~.488 2~8.88 .88 .48 499.81 11288.88 512.71 .48 513.44 34.37 6.83 1648.53 1918.5~ 3597~.888 288.48 .88 .88 499.41 11288.88 51~.28 .~8 513.78 9.44 6.87 1844.45 3644.5~ 3614~.8~8 17~.88 .8~ .48 581.88 11288.48 513.24 .4~ 514.45 14.87 7.22 1558.73 2984.29 3636~.~88 22~.48 .88 .~8 581.48 11288.88 513.48 .~ 514.47 18.91 7.98 1484.24 2575.66 38255.~ 75.48 .~ .~ 5~2.48 1128~.~8 513.37 .~4 514.76 29.38 9.46 1184.47 2869.48 38264.~88 5.84 .44 .84 582.88 11288.88 513.38 .88 514.77 5.36 9.44 1186.41 4836.71 38348.888 88.88 .~ .~ 582.28 11288,88 513.82 .88 515.~ 7.65 11.29 992.14 4854,93 -- ~ 38368.888 2~.~8 .4~ .~8 511.3~ 11284.88 517.54 517.54 519.9~ 19.56 12.34 921.69 2532.66 * 38388.~88 95.88 .88 .88 511.48 11288.88 518.99 518.99 521.37 28.82 12.42 938.62 2583.88 38428.888 4~.88 532.88 528.78 511.58 11288.88 519.48 .88 521.49 18.18 11.63 1~86.58 2791.25 38588.888 88.88 .88 .88 511.88 11288.88 519.97 .88 521.78 183.76 18.19 1865.88 1899.52 38588.888 88.88 .88 .88 512.28 11288.88 521.87 .88 522.48 66.41 8.85 1217.33 1374.33 38628.888 48.88 532.88 528.78 512.38 11288.88 521.21 .88 522.68 64.66 8.77 1227.14 1392.88 38678.888 58.88 .88 .88 512.48 11288.88 521.67 .88 522.98 52.18 8.19 1389.18 1551.71 39728.888 1858.88 .88 .88 517.88 11288.88 525.89 .88 526.28 38.37 8.81 2698.43 1888.~3 41188.888 1468.88 .88 .88 519.48 7988.88 528.67 .88 528.73 8.15 3.87 4669.62 2767.88 41958.888 778.88 .88 .88 528.88 7988.88 529.66 .88 538.18 47.52 9.83 1733.21 1146.81 # 42858.888 188.88 .88 .88 521.88 7988.88 531.89 551.89 531.89 42.68 9.63 2881.81 1289.22 42898.888 48.88 529.78 527.18 521.88 7988.88 53~.41 .88 555.42 .86 1.76 11527.63 85~2.27 42178.88~ 88.88 .88 .8~ 528.78 7988.88 535.42 .88 535.42 .51 1.~4 13777.81 11~88.88 44288.888 2838.8~ .88 .88 524.98 7988.88 535.57 .88 535.61 4.22 2.84 6228.83 5843.51 ~ 45828.888 1628.88 .88 .8~ 531.88 79~8.88 538.38 538.38 539.82 118.71 11.38 1448.68 75~.81 ~9/89/87 18:27:43 PAGE 18 SE[NO XLCH ELTRD ELLC ELMIN Q Ct4SEL CRIkU5 86 18K*S VCH AREA .81K 47458.888 1638.88 .88 .88 532.18 7988.8~ 543.63 .88 543.77 16.76 5.91 3484.84 1929.B~ 47548.8~8 98.88 .88 .88 531.28 7988.~0 543.69 .~8 543.93 19.78 5.56 3585.16 1788.11 47548.888 188.88 .88 .88 538.78 7988.88 545.98 .88 544.87 8.85 3.78 5885.89 2785.24 4767~.8~8 38.88 541.78 548.48 538.78 7988.88 548.59 .88 548.59 .33 1.88 15377.83 13811.98 47728.888 58.88 .8~ .88 531.88 7988.~8 548.59 .88 548.59 .38 1.86 14714.58 12881.28 48358.888 638.88 .88 .88 535.48 7988.88 548.61 .88 548.63 1.89 1.69 8638.8§ 7583.99 8g/~9/87 18:27:45 PAGE 19 GRAPEVINE CREEK (54781 - SUII~RY PRINTOUT TABLE 158 SECNO Q C$4SEL DIFWSP DIFWISX DIFKNIS IOPWID XLCH 2~54~.~0 11800.00 472.81 .00 .00 .00 582.81 .00 21690.000 11900.00 475.72 .00 2.91 .08 /,41.58 1150.80 22688.080 11808.00 478.81 .00 $.09 .00 $89.87 910.00 25980.000 11808.00 482.$4 .00 3.53 .00 365.31 1300.80 24930.000 11808.00 484.01 .00 1.67 .88 250.11 1838.80 25885.000 11888.88 483.99 .00 -.02 .00 243.45 155.00 25135.000 11880.08 485.91 .~0 1.93 .00 316.05 50.08 25185.000 11888.08 486.55 .88 .63 .88 277.86 58.08 25235.0~0 11808.00 487.~3 .80 .48 .08 231.84 58.00 25288.088 11888.88 487.36 .00 .33 .00 183.99 45.00 25325.~08 11880.08 487.57 .08 .22 .00 174.42 45.88 25375.008 118~0.88 487.64 .0~ .~6 .~8 162.25 5~.E~ 25421.~ 118E~.~ 487.82 .e~ .18 .E~ 192.18 46.80 25422.008 11880.08 487.80 .~0 -.~1 .80 187.87 1.80 25542.088 11808.00 487.84 .0~ .04 .88 187.15 128.88 25543.8~0 11888.88 487.88 .88 .04 .88 192.32 1.80 25568.808 1180~.~8 487.75 .EO -.12 .E~ 161.93 25.08 25618.080 11808.00 487.76 .0~ .81 .ES 169.~1 58.88 25668.088 11888.~8 487.89 .ES .13 .80 281.41 50.88 25714.~0 1188~.88 487.89 .88 .80 .00 252.57 46.88 25754.0~ 118~.~ 488.~1 .~0 .12 .88 524.89 40.00 2582~.E8~ 1190~.~ 488.25 .~8 .24 .~ 477.2~ 66.~ 2617~.0~8 11988.88 488.59 .~ .34 .08 327.69 358.88 2655~.e00 119~8.80 49~.~8 .08 1.41 .88 2~1.18 380.8~ 89/09/87 10:27:43 PAGE SECNO Q [MSEL DIFNSP DIFNSX DIFKt~ TOPNID XLC~ 19 11ged.se 491.e7 .ee 1.~7 .ee 245.39 185ed.de 491.79 .~e .72 .ee 264.7d 165.d~ l~5ed.de 494.63 .~e 2.84 .dS 598.~1 185e~.~e 494.62 .es -.el .es 1~7.e7 14~.d~ l~5Bd,Sd 494.87 .e~ .25 ,~B ld7,16 1~588,88 495.55 ,ed ,68 ,8~ 589,97 l~5de.ed 5d2,22 .eS 6,67 .dd 244.d8 ld5~.e~ 5~2.18 ,~d -.e4 ,88 98.21 59.88 le5~e.e~ 5e2,~1 ,ed -.17 ,ee 9~,85 le5dd,dd 5e2,43 .eS .41 .e~ 91.51 1858~.~d 5e3.e1 .es .58 .ed 99.94 1.~ le5eE.~8 5e4.d5 ,ee 1.~4 ,ed 338,65 le58~,e~ 5e6.16 .~e 2,12 ,Bd 419.89 185~d.d~ 5d6,34 .ee ,18 ,~d 118.8~ l~5~d.d~ 5d7.79 .~ 1.45 .~ 119.43 l~5~.dd 588,51 ,ed .72 .dd 248,63 25d,~d 112~d.dd 5d9.65 .8~ ,75 ,dd 267,36 112Be.e~ 511.e8 .ed 1.16 .dd 259,81 53~,d0 112~.~ 512,14 ,~ 1,d6 .ed 244.17 112dd.dd 512.48 ,de .26 .dS 258.14 112~8.8e 512.71 .dd .32 .88 24/+.29 112Sd,e8 513.28 ,ed .49 ,dd 179.23 112dS.~d 513,24 .~e .E3 ,ed 163.43 18:27:43 PAGE 21 Ci4SEL DIFWSP DIFWSX DIFKI4S TOPWID 513.48 .88 .24 .8~ 152.48 513.37 .dd -.11 .dd 138.25 513.38 .dd .dl .dd 138.32 517.54 .dd 4.52 .dS 2d4.56 518.99 .dd 1.45 .de 214.39 519.4d .ed .42 .dd 216.53 519.97 .dd .56 .E~ 218.36 521.87 .dd 1.1d .dd 223.d5 521.21 .dB .14 .dd 225.35 521.67 .88 .46 .Ed 225.83 525.89 .88 4.22 .88 889.12 528.67 .~B 2.78 .dS 2848.65 529.65 .dS .99 .88 1843.69 531.89 .dd 1.43 .dd 1396.71 535.41 .dd 4.31 .8B 2729.25 555.42 .d~ .81 .dB 2748.39 535.57 .~8 .15 .dd 2d15.82 558.3d .dd 2.72 .dd 1822.92 543.63 .dd 5.34 .dB 1416.85 545.69 .88 .86 .88 1949.36 543.98 .dd .29 .dd 2182.57 548.59 .dB 4.61 .Be 22Sd.dB 5~8.61 .~8 .d2 .dd 1865.66 21 B9/~9/87 1~:27:45 PAC~ 22 SUI~RY OF ERRORS AND SPECIAL NOTES CAUTION ~ 25B85.B~B PROFILE- 1 ORITICAL DEPTH ASSUPED ~I~ ~ 25~85.~ PR~ILE- 1 PROBABLE HINIH~ ~ECIFIC E~RGY ~I~ ~ 25~85.E8~ PR~ILE- 1 2~ TRI~S A~TED TO ~L~E ~EL ~EI~ ~)m 3836~.~ PR~ILE- 1 ~ITI~L DEPTH ~D CA~I~ ~- ~8~6~.B~ PR~ILE- 1 PROBABLE HINIM~ SPECIFIC E~RGV ~I~ ~- ~836~.~B~ PR~ILE- 1 2~ TRI~S A~TED TO B~E ~EL CA~I~ ~0- 3838~.~ PR~ILE- 1 CRITICAL DEP~ CA~I~ SE~O- 3838~.~8 PR~ILE- I PROBABLE HINIH~ ~ECIFIC E~RGY CA~I~ SE~O- 3838~.~8 PENILE- I 2B TRIALS A~TED TO B~ ~EL CA~I~ ~0- A2~5~.~8 PR~ILE- I CRITICAL ~P~ ~D CA~I~ ~0- ~2~5~.~ PR~ILE- 1 PR~ABLE HINI~ ~ECIFIC E~RGY ~I~ ~0- ~2~5~.~ PR~[LE- 1 ~ TRIALS A~E~TED TO BALER ~EL CA~I~ ~ ~582~.~8~ PR~ILE- I CRITICAL ~PTH ~I~ ~ ~5828.8~ PROFILE- I PROBABLE HINI~ ~ECIFIC ENERBY ~I~ ~ ~5828.~ PR~ILE- I 2~ ~IALS A~EHPTED TO B~CE ~EL 1 B9/~9/87 1B:29:5~ PAGE 1 THIS RUN EXECUTED ~9/E9/87 1~:29:5~ HEC2 RELEASE DATED NOV 76 UPDATED RAY 1984 ERROR CORR - ~1,~2,~3,~,~5,~6 HOOIFICATION - 5~,51,52,53,54,55,56 IBN-PC-XT VERSION 3 APPENDIX 3 GRAPEVINE CREEK - COPPELL, TEXAS PROPOSED BRIDGE REPLACEMENT & FLOODPLAIN - RECLAMATION HEC-2 COMPUTER MODEL WATER SURFACE PROFILES # # U.S. ARHY CORPS OF ENGINEERS VERSION OF NOVEMBER 1976 # # THE HYDROLOGIC ENGINEERING CENTER UPDATED PAY 1984, # # 689 SECOND STREET. SUITE D IBM-PC-XT VERSION # # DAVIS, CALIFORNIA 95616 RUN DATE 89/89/87 TIHE 18:~-',5:A.2 # # (916) ~B-2185 (Fl'S) 448-2185 X XX X X X X X XX X X XXXXXXXXXXX × XXXXX XXXXX X XX X X ~ X XX X X X × ×XXXX)(XX XXXXX XX)O(XXX 1 __ 89~9/67 18:45:42 PA~ 1 THIS RUN EXECUTED 89/89/87 1~l:45:43 HEC2 RELEASE DATED NOV 76 UPDATED PAY 1984 ERROR CORR - 81,82,83,84,85,186 HODIFICATION - 51),51,52,5~,54,55,56 I EH-PC-XT VERSION m C T1 GRAPEVINE CREEK, COPPELL,DALLAS COUNTY,TEXAS T2 EXTENDED FLOOD INSURANCE STUOY (1BBYR FIS DISCHARGE) AUGEST 1987 ~ T3 GRAPEVINE CREEK (54781 - GREXFPR.NE~) -- PRDPOSED DENTON TAP ROAD BRIDG(FILL) Jl ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ B. 4. B. B. .BB~BBB .BE .B B. 472.81~ J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE J5 LPRNT NL~EC ~'~"*"*#~REQUESTED SECTION -- NC .875 .875 .BDB .1BE .3B8 PROFILE SECTION M - SURVEY SECTION 15 ~ P=R ~69.7E~ 15ee.ee~ ~52.8Be 1529.~E~ ~52.68E 1552.e~e ~68.~ee 1579.E~E 469.5~ GR 47~.2EB 1691.BBB 48B.4B~ 1753.~BB 481.EBB 1747.B~ 481.5BB 175B.BBB 4el.EBB Xl 2169B.E~ 19.~B 119~.E~ 1255.E~B 1ESB.EBB 112B.B~e 115B.~ .BeB .BeB .Bee GR 472.~ 115B.B~ 47B.BBB 119B.BBB 46B.B~B 12~.BBB 458.B~B 12~5.B~ 457.7~ GR 458.B~ 122~.~ 46B.B~ 123~.BB8 47B.B~ 1255.B~8 472.B~8 1395.~8~ 474.B8~ 1495.~B~ NC .~8~ .B88 .~45 .~ .B~ .B~ .B~ .B~ .~8 OT 5.B~ 75B~.B~ 1BS~B.E~ 118~B.B~B 151~B.~E~ 16~B~.~ .~ .BBB .~B~ PROFILE SECT]ON N - SURVEY SECT]ON 14 ~ Xl 226~B.B~B 16.~BB 1597.B~ 1447.BB~ 118~.eBe 1Bs~.B~E 91~.~ .B~ .EBB I~ 487.7BB 1BB~.~ 485.2B~ 11BB.B~B 478.6B~ 12BB.~B 474.$BE 1233.B~ 472.4BB GR 475.BBB 1~97.~BE 458.6B~ 1412.BEG 459.BB~ 1425.B~B 461.5~ 1435.~ 474.7BB 1~47.BB~ ~ GR 475.G~ 15~B.~ 479.~B~ 16~B.B~B 485.1~ 17B~.B~B 49~.2~ 18~.B0~ 497.~BB 19B~.B~ I Bg/Bg/87 1B:45:42 PAGE 2 STATION EQUATION a 252+8a - EXISTING STATION 9 252+85 Xl 252sa.aaa 18.aae la46.3aa l153.aaa 55.a~ OR 494.aaa 92a.aaa 492.~aa 1aaa.aaa 49a.a~e lala.a~a I ag/ag/B7 la:45:42 PAGE 3 -- STAT]ON EQUATION 6 255+25 - EXZSTIN0 STATION 6 253+35 Xl 25325.~a 21.aa~ la23.~ 1173.aaa 5a.aa~ 3a.~a 45.a~ .~a~ .aaa .aaa -- OR 494.~ 91a.a~ 491.8a~ la~a.a~a 487.a~ 1~23.~a 485.~ 1a27.a~ 48~.a~a 1a37.~a~ GR 475.aaa la42.aa~ 479.aa~ l~5~.a~a 467.8a~ 1~55.2~a 467.9~ la7a.a~a 467.3~9 1~79.6a~ OR 468.5a8 laB6.BB~ 469.~a 1129.~a 47~.~80 1151.~8 475.aa8 114B.a~ 48~.aaa 1149.aa~ OR 481.a~ 1152.~ 482.aa~ 1168.~ 464.~ 1173.~a 4B5.~aa 1188.aa~ 4g~.aaa 12~1.aa~ -- STATION EQUATION ~ 255+75 - EXISTING STATION 6 255+85 X1 25375.aa8 lg.a~a laa~.Ba~ 1182.~a8 5E.E~B 5~.~0 5a.a~8 .~Ba .a~ GR 494.~a~ 88a.~a 4gl.3~ 1a~.B00 487.a~ la17.~ 485.E~ la2~.~a 4Ba.a~a GR 475.~a~ 1~38.a~a 47E.~8 11~47.BB~ 458.E~E 1~5E.~ 468.4~B 1118.~8~ 467.gE~ 1121.7E~ 6R 469.~ 1125.~B 47a.aoa 1127.~ 475.Ea~ 11~6.aaa 48~.~ 1146.~B~ 481.~a 1148.~ ~R 482.a~ 1165.aa~ 485.aaa 1171.a~a 49~.aa8 1182.E8~ 494.~ 1191.aa~ .Es~ .E~8 Xl 25421.~E~ 11,~0~ 11aa.a~a 13~5.~a 84.~0 la.a~o 46.a~ .a~ .~a~ OR 495.~aa l~a~.aa8 495.a0~ 11a~.a~ 489.438 11E~.E~ 468.5~a 1147.aB0 ~$8.a8~ ~ OR 468.5aa 1235.a~ 481.62~ 126~.E~ 482.aE~ 1282.E0~ 491.75a 1385.~ 495.~ PROFILE SECTION P - SURVEY SECTiON 16 DENTON TAP ROAD PROPOSED DENTON TAP ROAD BRIDGE X1 25~22.BB~ 18.B~ 11BB.BB~ ISBS.BB~ 1.BBB 1.BB~ 1.B~ .BB~ .B~ BT -~.BB~ 11BB.B~B 495.BBB 49B.SSB 117B.BBB e95.BBB ~9B.S7B 1255.B~ e95.BEB 49~.47J ~ E~R ~95.EBB 1BBe. B~B ~95.BeB 11BB.EB~ ~89.~3B 11B~.BeB ~68.5BB 11~7.BB~ 468.3EB 1167.5B~ ~ ~9B.57E 1167.5~ ~9B.57E 117B.E~E 468.2EB 117B.BBB 468.~ 119B.~BB 468.5EB 1235.BB~ ~ 49B.47B 1235.BB~ ~gE.47E 1237.5BB 469.75B 1237.5BB 481.62B 1263.B~B ~82.BBB 1282.EBB ~ ~ 491.7~ I~5.BB~ 495.E~B 13BS.B~B 495.BB~ 14BE.E~E .~E~ .B~ .BB~ BT ~.BEB 11Be.e~ ~95.B~B ~gB.B38 117B.B~ ~95.B~ ~9B.32~ 1235.BB~ ~95.BB~ ~9B.57~ ~ ~9~.~2B 1167.5~E ~9B.~2~ 117B.BE~ ~68.9BB 117B.B~ 468.7B~ 119B.BBE ~69.2BB 12~5.B~ ~ GR ~98.57~ 12~5.E~ ~gB.57B 12~7.5B~ ~7B.~S~ 1257.5E~ 481.62~ 126~.EB~ ~82.B~ 1282.B~B GR 491.75B 13BS.B~ 495.BB~ 13B5.B~ 495.B~E 14BB.~B~ .BB~ .BBB .BBB X1 25~3.~ 11.~8~ 11~.~ 13~5.~ 1.~ 1.~ 1.~8 .~ .~8 .~ ~R 495.~ 1~.~ 495.~ 11~.~ 489,4~ 11~.~ 469.2~ 1147.~ 468.7~ 119E.~E ~ 469.2~ 12~5.~ 481.62~ 126~.~ 482.~ 1282.~ 491.75~ 1~5.~E~ 495.~ 1~5.~ I ~9/~9/87 1~:45:42 PA~ 4 STATION EQUATION e 255+68 - EXISTING STATION O 255+85 X1 25565.e~ 18.~8~ le2~.eS~ 1155.~88 5.B~E 75.Ba8 25.~ .e~ .B88 .Ee~ GE 47~.8~ 1~5~.~ 468.9~ 1B7~.~ 469.~ 1~76.~ 469.B~ 1B83.~ 47~.~ 1119.B~ 6R 475.~8~ 1128.B~8 48~.B~D 1156.~ 481.~ 1138.B~B 482.~D~ 1149.B~B 485.B~ 1155.B~ GR 486.B~ 1158.~ 49D.B~ 12B~.B~ 492.B~ 131~.B~ .BB~ .~8~ .BS~ .BB~ -- STATION EQUATION 0 256+18 · EX]STING STATION ~ 256+35 Xl 25618.~ 16.B~ 1~22.B00 1151.~ 2~.~0 5~,~ 5B.~8~ .~ .ES~ .~8~ ~ 47~.~B~ 1~52.~ 469.5~B 1~6~.~08 47~.~88 1117.~8~ 475.B88 1126.~ 488.~0 11~4.~8~ GR 4B1.~8 11)6.~88 482.~8 1144.~8~ 485.~ 1151.~ 486.~88 1154.~8~ 49~,~8~ 1225.~ STATION EQUATION 0 256+68 - EXISTING STATION ~ 256+B5 X1 25668.~ 27.E~ 1B34.~ 1185.~ 55.B~ 5~.~ 5~.B~ .B~ .~B~ ,~B~ P=R 495.BE~ 1~.E0~ 49~.~BB 1E22.~Ee 485.~ 1B3E.EE8 4B5.EEe 1BF4.Ee~ 484.E~E P,~ 483.B88 1B5B.BBE 482.B~ 1~6~.B~ 481.BB~ 1B66.BBE 48~.BE8 1E71.E~ 479.B~ w i~R 478.~E~ 1B78.~88 477.~BB 1B8B.~B~ 476.~B~ 1~82.B~8 475.B~ 1B84.~ 47B.~ 1B94.~B~ 6R 469.1B~ 1B96.~8~ 469.4~ 11~4.B~0 469.1B~ 1114.~ 478.BD~ 1154.~ 475.~8~ 1162.B~ 4 ~R 489 .~Ie 117~.EE~I 481 .glle 1172.99E 482.eee 1177.99~1 485.~90 1185.E~9 486.9EEI 1188.EII~ 6R ~9~. B~e 127B. e~9 492.9~1 1295. g~l . ~e~ . ~gil . ~ . g~e . ~iq . ~ STATION EQUATION I 257+14 - EXISTING STATION ! 257+35 Xl 25714.999 17.999 1219.eee 1386.e90 79.999 4e.eoe STAT]ON EQUATZON I 257+54 - EXZSTZN6 STATZON 6 257+65 6R 481.e99 115~,.e98 489.90e 116e.999 479.999 1166.888 6R 479.eee 1183.e90 469.199 1291.999 469,299 1299.800 ~ ~ 489.909 1242.e90 479.999 1245.eee 478.900 1249.990 GR 478,909 1273.990 479.990 1275.909 489.998 1277.990 b"R 486,909 1288.e90 499.eee 1459.g90 .999 .999 1 99/99/87 le:45:42 NC .gee .99e .945 .gee QT 5.909 7689.980 18609.899 11999.990 ~ X1 25829.e99 17.e99 1245.999 1291.999 55.899 72.gee 66.e90 .gee .999 .Bed X3 .Bee .eeo .gee .e99 6R 499.49~ leee.ee9 484.e99 1165.e99 r~ 49~.eee 1579.999 491.909 1585.990 x3 .999 .g99 .ee9 .ce9 ~ ~ 484,999 112~.e99 483.999 1169.eee 482.gee 1185.e99 481.e99 1299.eee ~81.eee 1225.00~ GR 4gl.eeo 143~.~ 492.~ 145~.~ .~ .~ .~ .~ .~ .~ Xl 2655~.~ 18.~ 1~8.~8~ 114~.~ ~8~.~ ss~.~ ~88.80~ .~ .~ .~ X3 .~ .~ .~ .~ .~8 118~.~ 495.~ .~ .~ .~ ~ 49~.5~ 1~.~ 492.6~8 1~1~.~ 485.68~ 1~2B.~ 485.~ 1~4B.~ ~8~.~ 1~65.~ -- ~ 471.1~ 1~8~.~ 471.1~ 1~95.~ 475.~ 11~.~ 48~.~ 1115.~ 485.~ 1125.~ ~ 491.~ 15~,~B 492.~ 1~5.~ 49~.~ 159~.~ .~ .~B .~ .~ PR~ILE SECTI~ Q - ~VEY ~CTI~ 17 Xl 2688~.8~8 23.~88 1758.B~8 1826.888 68 568.1~9 1699.999 598.469 1199.6~0 596.169 1299.99~ 596.56~ 1599.999 598.6~9 ~ 68 568.699 1599.999 597.499 1568.699 597.299 1528.990 594.199 1699.999 561.899 1628.90~ 68 493.569 1790.999 464.699 1756.699 473.999 1762.999 472.999 1777.999 ~ ~ 497.2~9 2399.999 5e~.29~ 2~.e~ 5~.1~E 25EE.~E~ .EE~ .e~ ~ ~ 486.9~ 1~78.~ 487.3~ 11~4.9~ 487.6~ 1116.90~ 489.98~ 11~.E~ 491.7g~ 12~.~ ~ 493.E~ 1354.~ 494.5~ 1464.~ .E~ .9~ .~ .~ .~ PROFILE SECTION R - SURVEY SECTION 17A END OF FILL ON THE RI~-IT B~I~ m Xl 27499.990 $2.990 1926.999 1992.999 $60.69~ $90.999 429.909 .999 .69~ .690 X3 .999 .699 .990 .9~9 .699 2~25.999 496.6~9 .699 .999 .6~0 m 68 495.199 1422.~99 492.38~ 1/~,3.999 491.499 1599.E~9 469.99~ 169~.699 491.599 1799.6~ 68 491.699 1713.999 492.29~ 1751.999 492.698 1746.699 493.3~0 1690.699 493.999 1999.69~ 68 493.289 1926.999 476.690 1955.999 474.69~ 196~.999 473.900 1965.999 474.499 1976.609 I 99/99/87 19:45:42 PAGE 6 ~ 68 477.79~ 1978.999 479.390 1986.99~ 487.498 1992.900 489.290 299~.990 495.299 68 499.19~ 219~.999 499.~90 2290.909 592.299 2390.90~ 504.8~ 2499.999 596.299 68 596.890 2609.999 598.49~ 2790.999 .909 .999 .909 .999 .909 NC .699 .999 .699 .399 .599 .999 .999 .699 .999 PROFZLE SEOTZON $ - SURVEY SECTION 178 BETHEL ROAD Xl 275~9.990 32.999 1959.990 2~78.699 149.999 149.990 149.E99 .690 .690 X3 10.99~ .999 .699 .699 .999 .999 .999 495.60~ 498.599 68 496.090 1999.909 496.490 1918.990 496.800 1950.000 491.799 1959.990 466.100 G;R 484.$~ 1992.~B 48~.690 1994.~B~ 47?.800 2~2.00~ 475.~09 292~.~0 475.4~ 68 489.99~ 2934.099 461.999 2836.~9~ 496.299 2963.999 498.599 2978.99~ 499.409 6~ 5~.2~9 2198.~E 5~1.4~9 229~.~ 592.6~ 23~.9~ 5~4.3~ 24~9,~ 5~5.7~ :58 1.959 2.542 2.599 .900 17.900 4.990 1279.159 3.999 480.290 X2 .699 .999 1.999 498.599 496.8~9 .990 .999 .999 .999 5~9.588 1888.888 586.788 1188.888 583.~98 1288.~88 498.888 158~.888 497.~88 1488.888 495.188 1422.888 492.388 1445.888 491.4~8 1588.888 469.888 188~.888 491.588 1788.898 491.688 171~.888 492.288 17~1.888 492.888 493.288 1926.888 476.688 1955.888 474.£88 477.788 1978.8~8 479.$88 1988.888 467.488 1992.888 469.288 2888.888 495.288 2826.888 499.188 2188.888 499.888 2288.888 582.288 2388.8~8 584.888 2488.888 ,5~6.2.~8 2588.888 · g65 .~65 .~5 .1~ .388 .~8~ .~ .~88 .gE8 .~ 3~1~E.~88 28.8~ 2188.888 2222.888 1688.~88 298~.~88 2518.888 .BEe -.1~E .888 512.889 15Ee.~88 513.eee lSee.eee 512.18E 17ee.eee 518.eee 1eec.eec 5eG.See 1988.eee 5~1.699 2~8~.~8 5ee.6ee 2866.688 495.768 483.699 2287.9~ 484.6~8 2212.980 5e2.eee 2222.g~e 5~4.48~ 516.ge~ 25ee.e~ 511.488 2689.688 512.20~ 2788.688 512.588 2888.~8~ .eec .eee .gee .see .see .eec .ee~ .ee~ .gee .eec 513.4~9 2eee.eee 513.289 21~.988 51~.3~ 582.E88 2154.8~ 494.1~e 2166.~8~ 494.1~ 2167.e88 492.58~ 2175.888 491.58~ 2188.9~e 491.5~ 2161.88~ 487.2~9 2194.~ 487.28~ 2195.~8 486.8~ 22~7.~ 486.6~ 22~6.~E~ 487.1~ 2221.~E~ 487.1~ 2222.9~ 494.5~ 2234.~8~ 494.5~8 2255.~ 588.28~ 2248.~9~ 514.~8~ 25~8.8~ 514.4~ 288~.~ 514.5~ 27~8.~ee 514.7~8 2cee.cee 515.188 298~.~ ~9/~9/87 18:45:42 PA~ 7 ~ GR 515.~88 3888.888 515.688 PROFZLE SECTION U - SURVEY SECTION 28 ST.LOUIS-SOUTI~4ESTERN R.R. Xl 38198.888 58.8~8 2158.888 2263.888 1.888 1.888 1.888 .888 .B88 BT 2.888 2138.888 513.388 518.28~ 2253.888 513.~88 518.488 .888 .888 ~ 8R 517.388 1888.888 516.988 1188.888 516.588 1288.888 516.288 1388.888 515.888 t~R 515.388 1588.888 515.888 1688.888 514.688 1788.808 514.288 1888.888 513.788 GR 513.488 2888.888 513.288 2188.888 513.388 2138.888 518.288 2138.eee 583.988 ~ 518.488 2153.888 518.488 2154.888 582.888 2154.888 494.188 2166.888 518.488 SE 487.288 2195.888 486.688 2287.888 518.488 2287.888 518.488 2286.888 486.888 ~ SE 487,188 2221,888 518,488 2221.880 518.488 2222.888 487.188 2222.888 494.588 GR 518.488 2254.888 518.488 2235.888 494,588 2235,888 588.288 2248.888 518.488 6R 518,488 2249,888 588.288 2249.888 587,288 2268.888 518,488 226~.88~ 515.488 ~ GR 515.788 2~88.8~8 514.888 2588.888 514.488 2688.888 514.588 2788.888 514.788 C-R 515.188 2988.888 515.488 3888.888 515.688 3188.888 .888 .88~ .888 Xl SE2~I.~E~ 42.Ee~ 2158.~ 2265.E~E 1.~E~ 1.~88 1.BE8 .eBB .~ .e~ ~R 517.$~ 1~.~ 516.9~ 11~.E~ 516.5~ 12~.E~ 516.2~ 13~.~ 515.6~ 14E~.~ I~R 515.3~ 15~.~ 515.E~E 16~E.EB~ 514.6E~ 17~.E~ 514.2E~ 18~.E~ 513.7~ 198~.~ G~ 513.4~E 2~Ee.~e~ 513.2EE 21~e.~e 513.$EE 2138.E~E 51~.2E~ 2136.E~E 5E3.9~ 2153.~e 6R 5~2.e~e 2154.~ 49~.1g8 2166.g~e 49~.1ee 2167.eBB ~92.5ee 2175.~B ~91.5~E ~ 6R ~91.5Ee 2181.Bee ~67.2ee 219~.e~e ~8?.2ee 2195.e~e ~86.6e~ 2297.eeB 466.9ge 22Be.gee 6R 487.1EE 2221.EEE 487.1E~ 2222.EE~ 494.5EE 225~.EEE 49~.5EE 2235.Cee 5EE.2B~ SR 51E.9~E 258E.Ee8 511.~ee 26E~.EEe 512.2EE 27EB.~ee 512.5EZ 26B~.E~ 513.1~B ~ 515.3ee ieee.Bee 515.3ee 1lee.Bee 512.eee 12Be.gee 5eT.5ee 14Be.eBB 5e6.5ee ~ .gee .eee .cee .3ee .see .eee .eec .eee .cee .eec i g9/~9/67 18:~5:~2 PAGE 8 PROFILE SECTION V - SURVEY SECTION 21 SOUTHNESTERN BLVD. X1 31~8~.~0 29.~ 1795.~0 1915.~ 17~.E~ 17~.~0 17~.~ .~ .~ .~ X3' 1~.~ .E~ .~ .~ .~ .~ .~ 5~6.1~ 5~6.1~ .~0 6R 517.$~ 1~.~ 516.7~ 11~.~ 515.$~ 12~.~ 512.9~ 13~.~ 51E.3~ I~E~.~ m GR 5~8.5~ 15~.~ 5~8.1~E 16~.~E~ 5~8.4E~ 17~.~8~ 5~9.1B~ 1795.~B 51~4.5~ 1797.~ G~ ~95.2~ 1816.~e ~93.$eB 1826.E8~ ~93.$EE 1829.~ ~88.7~ 18~5.E~ ~88.~8~ 18~9.e88 6R 491.1~ 188~.~ ~91.1~ 1887.~ 49~.6~ 1889.~e~ 5~5.6B~ 1915.~ 5es.ge~ 1915.~ ~ 6R 5~9.1~ 1915.~e 511.1e~ 2~8~.E~ 515.1~8 21~.~8 514.9~ 22B~.~8 516.1eE 23e~.e8~ 6R 516.6~ 2~.~ 517.1~ 25~.~ 517.1~ 26~.~ 516.8~ 27~.~ .EB~ ~ SB 1.~5~ 2.11~ 2.5~ .~ 64.7~8 6.~E8 1~1.9~ 1.643 491.1~ 491.1~ X2 .~ .~ 1.~ 5~6.1~ 5~9.1~ .~ .~ .~ .~ X3 18.8~ .~ .eg~ .eB~ .e~ .ee~ .~9~ 5~6.1~ 5~6.1~ .e~ m BT 2.~E9 1795.~ 599.19~ 5E6.1E~ 1915.~ 5~9.19~ 5~6.1~0 .~ .~ .~0 HALFF ASSOC. SLIRV. SECN. AA (ZI~ROVED CHN~EL) START A.H.H. CHAN~4EL ZI~ROVEPIENT DATA Xl 3175~.~8 1~.~9 1~9.~9 1268.~ 25~.~ 25E.~ 25~.~ .~ .BeE .~ GR 5~9.6~8 1~e~.~9~ 492.74~ 1~71.~8~ 492.34~ 115~.~ 49~.54~ 1156.~ 49~.74~ 117~.~e~ OR 489.94E 1189.E~E ~88.6~E 1192.~e~ ~89.~4E 1196.~EE ~93.E~E 12~3.EE~ 513.E6E 1268.E~ HALFF ASSOC. SURV. SEC:N. BB (]HPROVED CH/tNNEL) ~ Xl ~27~.~ 13.~ I~.E~ 1293.5~ 99~.~ 99~.Ee~ 99~.~ .~ .~ ~ 511.~7E 1~.~ 495.57~ 1~67.E~ 493.77~ 1~89.~ ~93.57~ 11~6.~ 495.~ 1117.~ ~ 493.27E 1128.BB~ 493.B7E 1132.EBB 493.17B 1137.EBB 494.37B 1157.EBB 493.67~ 12B3.EBB ~ 51E.~7E 1272.5~ 511.17E 1286.5~ 512.67~ 129~.5~ .~ .E~ .E~ QT 5.~ 73~.~ I~B~.~ 112~.~ 1~2~.~8 117~.E~ .~ .E~ .~ .E~ ~ ~FF ~C. ~V, ~. ~ (]~RO~D ~L) Xl 34~45.E~ 19.~ 1E~.E~E 1351.~ 1~E5.~ 13~5.E~ 13~5.~E~ .e~ .E~ ~ ~ 518.5EE 1eE~.~e 499.9E~ 1E69.ee~ ~99.see 1~81.E~E 498.~ 1~9~.E~ ~99.Se~ 11~1.eee ~ 499.3EE 112e.e~e 497.6eE 1142.Ee~ ~93.1Ee 1162.ee8 ~96.1ee 1182.e~e ~99.5e~ 1197.E~ ~ 499.6~E 12eT.eee 497.7ee 1216.eee 495.e~e 1226.E8~ 497.8EE 1237.CEe 496.9~ 12~.ee~ ~ ~98.9~ 1268.~ 512.95B 151e.ee~ 513.73~ 1324.~ 516.5se 1351.~ .Bee ~ ~LFF ~OC. SURV. ~. DD (]~ROVED ~EL) BT 2.~ 18E~.~ 518.~ 515.~ 132~.~ 517.8~ 514.8~ .~8 .E~ .~ -- GR 518.23~ 1~.~ 51~.47~ 1~32.~ 515.~ 1~32.~8 515.~ le33.~ 51~.23~ 1~33.e~ ~ 5~2.47~ 1~65.~8~ 515.~ 1~65.E~E 515.~8~ 1~66.~B 5~2.~5~ 1e66.E~E 499.17E 1B92.~ ~ 498.67E 1897.~E~ 498.68~ 1~98.~ 515.~ 1E98.~ 515.e~ 1e99.E~e 498.69E 1~99.e~¢ ~ 1 ~9/~9/87 1~:45:42 PAGE 9 OR 498.8?8 1117.88~ 499.478 1123.888 58~.35~ 1131.E~8 515.8E~ 1151.88~ 515.888 1132.8~ OR 588.468 1132.~8~ 5~8.578 113~.888 499.568 1164.~88 515.~ 116~.E88 515.888 1165.~8~ OR 499.538 1165.888 499.17~ 1176.~8 498.878 1187.~88 499.178 1194.E~ 499.628 1197.8E~ ~ OR 515.8~8 1197.8~ 515.888 1198.~8 499.77~ 1198.~88 5~.378 12~2.~88 582.278 1225.~ OR 582.$~8 1238.88~ 515.~88 123~.~8 515.~ 1231.~8 5~2.31~ 1231.E~ 5~2.520 1255.~80 GR 515.8~¢ 126).~ 515.~8 1264.8~ 582.52~ 1264.~ 582.57~ 1271.E~ 5~9.758 1296.~8~ m OR 514.9~8 1296.8~8 514.9~ 1297.~ 518.E4~ 1297.~88 514.6)8 1~1~.~ 515.538 1326.~ OR 51~.8~ 1329.88~ 517.83~ 1534.8~8 .~ .B88 .~8¢ .~0 .ee~ .~88 HALFF ASSOC. S!JRV. SECN. FF I,,IOVED 121)' TO O.S. FACE FREEPORT pKkn/. X1 55458.~8~ 1~.~88 1882.~88 1382.~89 58~.~88 58~.88~ 588.~88 BT 2.E88 1888.888 521.588 515.688 1582.888 528.388 514.188 ~ 8R 521.588 1888.888 515.888 1888.888 514.2~ 1882.888 512.188 1829.888 585.688 GR 583.188 1875.888 588.988 1158.888 585.388 1225.888 584.888 1249.888 512.188 NALFF ASSOC. SURV. SE(:~I. FF U.S, FACE FREEPORT PKWY. X1 355?8.888 .888 .888 .888 128,888 128.888 X2 .888 .888 .888 .888 .888 .888 GR 582.118 1188,888 584.718 1114,888 584.318 1159.888 __ GR 583.418 1189.888 584.718 1284.888 587.818 1258.888 HALFF ASSOC. SURV. SECN. GG (TRANSITION BAD( TO NAT. CNA/~I~EL)-- -- APPROX. NEAR OLD FOE STA. 37558. Xl 35978.888 18.888 1888.888 1264.988 288.888 288.888 288.888 .888 .888 .880 OR 519.818 1888.888 518.318 1871.888 589.118 1896.488 584.518 1116.488 499.418 1131.488 GR 585.818 1144.488 587.518 1158.488 588.118 1186.988 528.418 1257.988 521.218 1264.988 1 89/89/87 18:45:42 PAGE 18 HALFF ASSOC. 5URV. SECN. "A" (1/29/853 BAF X1 36148.888 12.888 1128.888 1284.888 288.888 138.888 178.880 .888 .888 Cl 1166.888 581.888 .888 .888 .888 98.888 .888 .888 .888 GR 528.588 1888.888 518.188 1878.888 514.888 1896.888 512.988 1113.888 512.788 -- ~R 585.688 1142.888 581.888 1166.888 584.788 1193.888 513.888 1284.8~8 514.388 OR 516.388 1258.888 516.688 1264.888 .888 .888 .888 .888 .888 HALFF ASSOC. SURV. SECN. "8' (1/29/853 8AF X1 36368.888 9.888 1125.888 1162.888 228.888 228.888 228.~88 .888 .888 .888 CI 1145.888 581.488 .888 .888 .888 8~.888 .888 .888 .888 .888 GR 522.888 1888.888 517.488 1893.88~ 513.488 1125.888 584.488 1135.888 581.488 1145.88~ ~R 5~4.488 1159.~0~ 511.78~ 1162.~ 514.58~ 1196.~00 517.6~0 12~5.8~8 .88~ .888 HALFF ASSOC. SURV. SECN., TRANSISTION TO CONCRETE (COE STATIONING) Xl 38255.888 9.888 1856.888 1187.888 75.888 75.888 75.888 .888 .888 .888 Cl 1882.888 582.888 .888 .888 .888 78.888 .888 .888 .888 .888 OR 522.488 988.888 522.488 1888.888 514.888 1856.888 58~.188 1865.888 582.888 1882.888 ~ P~ 584.188 1898.888 514.488 1187.888 516.788 1287.888 528.888 1325.888 .888 .888 38255 REPEATED, TRANSITION TO CONCRETE (COE STATIONING) Xl $6260.000 .000 .0~0 .000 5.~00 ~ CI 1082.000 502.000 .015 .000 .000 70.000 PORT~ON OF COE SECN. 38380., BOTTON OF DROP Xl $8340.~00 11.000 2670.000 2050.000 80.000 Be. Bee 80.00B .000 .4~0 .000 ~ GR 525.800 2630.000 525.808 2650.000 525.880 263~.008 525.800 2630.000 515.080 2670.000 GR 514.000 2740.088 511.000 2752.088 511.000 2772.008 514.080 2784.~00 515.~08 2860.008 GR 524.700 2890.080 .000 .080 .000 .000 .000 .000 .000 .000 PORTION OF COE SEON. 58580., TOP OF DROP D.S. FACE OF N. BOUND I.H. 6]5 I 09/09/87 10:45:42 PAGE 11 Xl 38380.008 15.080 2670.008 2868.000 95.000 95.008 95.000 ~ X) .008 .000 .008 2630.000 529.200 2890.008 529.200 GR 559.408 .000 548.588 308.008 531.508 1488.88~ 525.880 GR 514.008 2740.080 511.000 2752.008 511.008 2772.888 514.088 GR 524.708 2890.080 521.200 5888.000 521.208 4208.088 526.088 SB 1.050 1.200 2.588 .000 105.088 4.808 5928.008 ~ U.S. FACE OF N. BOUND [.H. 635 X1 3842~.08~ .888 .0~0 .088 48,888 40,088 48.88~ ~ X2 .088 .088 1.088 528.708 532.888 .088 .08~ X3 .088 .008 .080 2630.088 529.208 2898.0e8 529.288 BT 6,888 .8~8 559,580 .08~ 388.8~0 556,588 .~88 BT 5888.~8~ 529.288 .888 4288.08~ 5Z9.28~ .088 5580.088 NC J15 .~15 .~45 .E~8 .~ .B~ .~ ~ VALLEY SECTION BETNEEN Z.H. 635 BRIDGES Xl $8500.000 .000 .000 .000 60.088 80.008 80.800 D.So FACE OF E. BOM~ ~.H. 655 X1 3958e.eee .~eg .egg .gee ge.gee ge.gee ge.gee .gee .4ge x3 .gee .gee .age 263e.geg 529.2ge 28se.gee 529.2ee .gee .gee .gee u.s. FACE OF E. BOLI~ ].H. 6]5 Xl ses2e.eee .gee .gee .gee ag.gee ,g.eee ,e.eee .gee .lee .gee ~ .gee .gee 1.gee 528.7ee 5~2.8ee .gee .gee .gee .gee .gee ~ .gee .eec .gee 26~e.eee 529.2e8 2ese.gee 529.28e .gee .meg BT s.eee .gee sss.see .gee see.gee 556.5ee .eec 1aBe.gee 5~s.5ee BT 38ee.eee 529.28e .gee a2ee.eee 529.2e8 .gee ssee.eee SS,.~ee .gee .gee 58' u.s.E. B~ ].H. 655 ~ Xl 3867e.eee .gee .gee .gee se.gee se.gee se.gee .gee .lee ~ .e6S .e~e .gas .gee .gee .gee .gee .gee .gee .gee 1 es/es/87 le:a5:a2 PAGE PR~]LE ~CT]~ Z - ~Y ~CT~ 25 Xl 3972e.eee 23.eee 171~.eee 1728.ese 25.eee 7se.gee ~ese.eee .gee .gee .gee ~ SR 517.Bee 1723.gee 518.8ee 1726.e~e 521.4ee 18ee.e~ 522.4~e 1see.ge8 522.5e8 ~ A.H.H. ~EL [~ROVE~ ~TA ~ 525.e8~ 2754.8~e 526.e8~ 2759.e8~ 528.~e~ 2781.~e~ 529.e~e 29~.~e8 55e.~88 ~ 5se.gee s~.ee¢ .gee .gee .gee .gee .eec .gee .eec .gee 18e' D.S. R~ZD RD ~ 521.7ee 1797.eee 52e.Tee 1Bee.gee 521.7ee 1eec.gee 522.5ee 1ale.gee 525.eee 1see.gee 12 D.S. FACE RADIO RD. PROFILE SECTION AA - SURVE¥SECTION 26 ~-- X1 42B5B.~BE 35.B~ 1788.~ 18~,.~ 1B~.BB~ I~B.BB~ l~.B~ .~ .~B .~ X3 1~.~ .~ .~ .~ .~ .~B .~ 527.1~ 527.f~ .~ GR 5~.~ .g~ 538.~ 2~.8~ 536.~ 4~.E~ 534.~ 6~.~ 532.~ GR 53~.2~e 1~9.~ 53~.1~ 11~9.999 53~.3~ 12ee.Ee~ 53e.l~e 13eg,9ee 53J.~ 1499.~e GR 529.8e~ 15Be.Bee 529.6ee 16ee.9ee 529.7ee 17ee.~e 529.7E~ 1763.~e 527.1g~ 1763.~ee G~ 523.59e 1771.~Ee 522,3e~ 1788.~e 521.~ 1793.~9 521.5Ee le~9.eee 522.1ee 1826.eee GR 523.~ee le3~.eee 527,ee~ 18~2.~ee 529.8~e 1642.eee 529.5ee 19Be.BEe 529.39d -- C~ 529.9e~ 21ee.e~e 53~.7e~ 22~.~ 531.1E~ 23ee.~ 531.2ee 2~ee.ee~ 531.5Ee 25ee.E~e ~ 531.8~ 25~.e~ 532.1~E 27~E.E~E 532.5E~ 28Ee.~ 54E.E~ 38~.~ 55~.EE~ ~ SB 1.ESe 2.268 2.5Be .BBB 79.Bee .BEE 473.95B .BBB 521.1BB 521.1Be U.S. FACE RAD]O RD SECT#26 X2 .BBB .BBB 1.Bee 527.1ee 529.7Be .Bee .BBB .Bee .Bee .BBB ~ BT 2.Bee 1763.BBB 529.7BB 528.6BB 18~2.BBe 529.8eB 528.6ee .BBB .BBB .BEE I Bg/eg/87 le:45:42 PAGE 13 PROFILE SECTION BB - SURVEY Xl 4217B.eee 28.Bee 1791.Bee GR 529.4BB 15Be. Bee 529.7ee 6R 53B.6BB 2See. BBB 53B.BBB PROFILE SECTION CC - SURVEY,SECTION 28 Xl ~2Be.~ee 32.Bee 17~B.Bee 1786.BBB 18~B.ee~ 13~.e~e 2~30.~ .B~ .~0 .Ee~ GR 535.g~e leee.B~e 535.2Be liB,.Bee 534.3BB 12Be.~Be 534.1BB 13B~.Bee 533.8Ee 14Be.Eec QT 5.BBB 51Be. BBB 7BBB.Bee 79Be.BBB 99Be.Bee 75Be. Bee .BBB .BBB .B~B .~ee ~ PROF[LE SECTZON DO - SURVEY SECTICfl 29 X1 45829.~ 26.E~ 216~.~E~ 2187.~ 149~.g~9 19ge.gee 162g.~9~ .B~ .B~ 6~ 541.79~ lg9~.EgE 549.799 11~g.g~9 559.69~ 12~E.E99 5~8.8Ee 1~99.9~ 558.6~9 ~ 6R 556.2~ 15~e.~e 538.8~ 1548.Eee 558.79~ 1562.9~e 537.899 16~.9~ 537.79~ 6R 535.gee 216~.e~ 531.69~ 2162.~6~ 531.6~e 2185.99~ 5~3.19~ 2187.989 533.799 PROFILE SECTION EE - SURVEY SECTION 3~ X1 47459.~ 26.~ 2349.~B~ 2369.~ 1259.B~e 135~.~e 163~.E~e .~B .~ .~ ~E 549.899 2gee.gee 541.29g 2lee.egg 541.6ee 2166.eee 541.6~ 2182,g~9 541.4ee 2299.Ee~ eR 536.66~ 2~e.9~ 542.~ee 2~75.9~ 541.6g~ 259~.9~e 542.5~ 26~.eB~ 543.59E 279~.~ GR 544.GE~ 28ffE.E~ .gEE .ff~ .6~ .~e .Ee~ .E~ .E~ .g~e D.S. COUNTY L?NE RD 1 g9/99/87 1ff:45:42 PAGE 14 Xl 4754~.~ 35.~ 1511.~ 1591.~E~ 1~.ffe8 2ge.ese 99.~ .gee .5~ eR 54~.3~ 5~.~ff 543.G~ 15ff.g~ff 542.6eff 25g.~ 542.5~ 35g.gee 542.1~g GR 541.79~ 55~.E~ 541.19~ 659.ffEE 541.98~ 75~.~ 54ff.6~ 85~.~9 ,,541.29~ 95~.99~ ~ GR 541.3~ 11E~.ff~ 541.3~ 12~.E~ 541.2e~ 139~.e~ 541.7e~ 14~.8~8 541.7~ 15~.e~ ~R 541.8E9 1511.gee 5~8.$Be 1511.~ee 531.ge~ 1525.EE~ 53~.7E0 1529.Ege 5~4.EEe 1535.eee ~R 534.5~E 1542.~e 534.9~E 1544.E~e 535.3~e 1565.e~ 536.4~ 1584.Eee 538.4EE 1591.EeB ~ ~R 541.79e 1591.e~ 541.48E 16EE.Ee~ 541.6Ee 17ES.EeE 541.4Ee 18~e.eee 541.5eE BR 543.gee 2eE~.Ee~ 542.8e~ 2E12.eee 542.4ee 21~e.ee~ 544.~ee 22eg.eEE 545.7eB ~ D.S. FACE COLflTY LINE RD, PROFILE SECTIDN FF - SURVEY SECTION )1 Xl 4764ff.~ 57.~e 1511.~0 1591.~ l~.E~ le~.ffeff l~.ff~ .BEE .B~ ~ )(3 l~.e~ .~ .~ .ge~ .~ .~ .~ 54~.4ff~ 54~.4~ GR 544.3~e 5e.~e 543.8~ 15e. Ee~ 542.8~ 25ff.~0 542.50~ 359.g~ 542.1~ 45~.~00 ~R 541.7e~ 559.e~Z 541.1~e 65E.Ee~ 541.Ee~ 75e.~ 54~.8~Z 85~.~E~ ,541.20~ 95E.~0 GR 541.$~e 11E~.~ 541.~E~ 12~E.E~ $41.2eg 13~.g~ 541.7e~ 14E~.~E~ 541.7~ 15~E.~e GR 544.eee 2299.eee 545.799 2see.gee .dee .gee .dee .dee .dee _ S8 ~.ese 2.795 2.599 .dee G6.See 4,gee ~16.799 1.125 534.~eg 5~4.~ee u.s. FAC[ COUNTY LIN[ ~D S[¢T ~ X~ 18.~e8 .Se8 .fee .See JOe .~88 .88~ 54~.4~8 54~,4~8 .ee8 BT 2.88~ 1511.088 541.88~I 540.498 1591.888 541.788 5411.4811 .g89 .gE8 .gEE 58' U.S. COUNTY LINE RD Xl 4772E.8~8 $5.~88 1511.888 1591.888 5E.~88 58.~8~ 58.888 .8E8 .$88 ER 544.$88 5~.888 543.6~8 158.888 ,542.888 258.889 ,542.588 558.888 542.188 ER 541.$8E 11E8.888 541.388 12~E.~88 541.2J)8 13~8.988 541.79~ 1488.898 541.7E~ ER 541.888 1511.888 538.688 1511.888 531.888 1525.Ee~ 538.788 1529.888 5)4.888 ER 5~.588 1542.888 554.988 1544.888 535.$~8 1565.88~ 536.4~e 1584.88~ 538.4~8 ~ ER 541.788 1591.888 541.488 1688.888 ,541.688 1788.88~ 541.488 1888.~8 541.588 GR 545.~88 2~8.888 542.888 2812.888 542.488 2198.888 544.888 2288.888 545.788 PROFILE SECTION I~ - SURVEY SECTION 32 Xl 48358.888 25.888 2138.888 2388.888 688.888 388.888 638.888 .888 .888 .888 ER 549.58~ 188~.888 546.98~ 1188.888 546.888 1288.888 545.788 1388.888 544.988 1488.888 ~ 544.188 1588.888 544.588 1688.888 544.188 1788.~88 544.2~8 1888.888 .54~.8~8 1988.B~8 ER 543.988 2~88.888 ,544.288 2188.888 543,488 2138.888 537.988 2154.888 535.488 2288.888 8R 537.788 2257.888 539.188 2588.888 559.688 2488.888 539.688 2423.888 543.288 2451.888 ER 544.188 2588.888 544.588 2688.888 545.988 2788.888 546.688 2888.888 547.788 2988.888 89/89/87 18:45:42 PABE 15 89/89/87 1B:45:42 PAGE 16 THIS RUN EXECUTED 89/89/87 18:47:45 HEC2 RELEASE DATED NOV 76 UPDATED HAY 1984 ERROR CX)RR - 81,~2,83,84,85.~S HODIFIDATION - 58,51,52,53,54,55,56 IBH-PC-XT VERSION NOTE- ASTERISK (#) AT LEFT OF CROSS-SECTION NIJiBER INDICATES NESSAGE IN SUIV~AR¥ OF ERRORS LIST 6RAPEVI~ CREEK (547~1 - ~Y PRINTOUT TABLE 158 SEONO XLCH ELl'ED ELLC ELHIN Q CNSEL CR II, JS ES I~KmS VCH AREA .I)IK 28548.888 .!)8 .88 .88 452.68 11888.88 472.81 .88 473.49 23.22 7.63 2725.81 2~48.68 216g~.BEd 115d.dd .dE .BE 457.7E 116BE.BE 475.72 .dE 476.66 $2.72 9.14 2162.2E 2E62.98 226BE.BEE 91B.BE .dE .BE 458.6d 11BBB.BE 478.61 .BE 479.88 51.96 1E.E1 2136.67 2887.21 -- 2$9EE.dEE 1SEE.BE .dE .BE 463.E8 118BE.E8 492.34 .BE 482.91 17.E2 6.26 2279.E8 285g.g5 2493E.EEE ld3E.EE .BE .BE 466.4E 116BE.BE 4IF,,.E1 .BE 484.56 15.12 5.96 2d69.37 3834.17 "25B85.BEE 155.Bd .BE .BE 467.1E 11BEE.BE 485.99 485.99 487.d5 117.5d 14.29 961.75 1E88.56 25155.dEE 5~.EE ,BE .BE 467.EE 11BEE.E8 485.91 .BE 487.55 49.]4 1E.72 1595.91 1679.88 25185.EEE 5E.EE .BE .BE 467.6E 118BE.BE 486.55 .BE 487.77 25.56 9.66 1781.12 2545.28 ~ 25255.E88 SE.BE .BE .BE 467.9E 11BBB.BE 487.E5 .ES 487.9E 15.B6 7.77 19E1.98 SE48.SE 252BE.BEE 45.BE .BE .BE 467.4E 11BEE.BE 487.56 .BE 487.98 9.81 6.42 2E41.67 5768.55 25325.BEE 45.BE .BE .BE 467.3E 11BEE.BE 487.57 .dE 488.E5 8.52 5.47 22E5.57 4841.91 25575.BEE SE.BE .BE .dE 467.9E 11BEE.BE 487.6z~ .BE 488.E8 8.67 5.54 221E.59 4EE6.92 25421.EE8 46.E8 .ES .BE 468.EE 11BEE.BE 487.82 .dE 488.12 5.8E 4.45 2651.95 49E1.22 25422.BEE 1.BE 495.EE 491.75 468.EE 11BEE.BE 487.8E .BE 488.14 5.82 4.62 2554.11 6861.24 25542.EEE 12E.EE ~95.~ ~91.75 ~68.7~ 118~.~ ~87.8~ .~ ~88.19 ~.17 ~.77 2~75.~7 5778.76 ~ 255~5.~8 1.~ .~E .~ ~68.78 118~.8~ ~87.88 .~ ~88.2B 2.~7 ~.58 2576.5] 7515.16 25568.~ 25.~ .~ .e~ ~68.9~ 118~.~ ~87.75 .~ ~88.55 11.~6 6.19 1g~5.7~ 55~7.77 I E9/~9/87 1B:~5:~2 PAGE 17 ~ ~CH ELTRD ELLC ELH]N ~ ~L ~[~ EG 1~-5 V~ ~EA .~IK ~ 25618.e~ 5E.E~ .~ .~ ~69.5e 118~.~e ~87.76 .~e ~88.~5 12.69 6.56 18~6.28 ]512.61 25668.E~ 5~.e~ .~ .e~ ~69.1~ 11BBB.E8 ~87.8g .~e ~88.5~ 1~.~ 6.27 19]~.67 ~255.95 2571~.~8 ~6.~ .~ .~ ~7~.~ 118~.e~ ~87.89 .Be ~88.61 21.66 6.B5 1792.1~ 2555.~5 2575~.~ ~E.~ .E~ .E~ ~6g.18 1188~.~ ~88.B1 .~ ~88.69 16.1~ 6.89 2e88.26 29~.57 2582B.~E 66.E~ .~ .~ ~68.~E 119~.B~ ~88.2~ .~ ~88.81 18.75 B.E9 288~.7~ 27~8.~8 ~ 2617~.E~8 ~5~,~ .Ee .~ ~7~.2e 119Be.BE ~88.5g .8e ~89.8g ~2.71 11.2~ 1829.99 1828.96 2655~.B~ ]8~.~ .~ .~ ~71.1~ 119~.E~ ~Bg.99 .B~ ~91.~9 ~9.55 1~.E5 1~5.75 1892.25 2688~.~ 558.~ .~ .~ ~72.9~ 119~.~ ~91.1~ .~ ~92.96 ~.~1 11.52 1262,~ 1B~6.24 16 2785~.898 165.89 .98 ,68 473.88 16588.88 491.78 .88 495.89 68.93 12.54 1999.38 1264.68 27488.888 428.88 .88 .88 473.98 18588.88 494.71 .68 495.28 17.38 7.35 2578.8~ 2518.85 27548.888 149.88 .68 .69 475.89 18588.88 494.69 .88 496.98 38.38 9.29 1141.89 1694.81 27578.8~8 38.88 496.88 498.58 475.28 18588.88 49~.93 .88 496.23 37.91 9.16 1146.65 1785.35 27628.889 58.88 .98 .98 475.58 18588.88 495.62 .88 496.43 24.5,4 6.39 2178.66 2128.58 $8139.689 2518.88 .68 .68 483.79 18588.89 582.17 .88 583.38 48.57 16.32 1444.26 1648.41 $6189.888 59.98 .68 .88 486.68 18588.88 582.14 .88 583.67 51.58 18.57 993.16 1465.16 38198.988 1.68 513.38 518.48 486.88 18588.88 581.97 .88 584.86 214.85 11.61 984.14 717.68 38288.888 18.88 515.38 518.48 486.88 18588.88 582.39 .88 584.32 195.41 11.13 945.88 755.88 38281.688 1.98 .88 .68 486.89 18589.88 582.98 .68 594.46 48.62 9.75 1976.53 1647.38 38258.888 49.88 .88 .88 483.89 18588.88 584.82 .68 564.68 21.82 8.29 1951.55 2247.73 31318.888 1868.89 .88 .88 487.88 18588.88 586.15 .88 596.65 21.98 7.3~ 2~88.63 2239.68 31488.888 178.88 .88 .88 488.98 18588.89 586.33 .88 587.19 28.66 7.44 1411.95 2389.85 31588.988 28.88 589.18 586.18 488.88 18598.88 587.78 .88 588.46 14.51 6.65 1584.62 2756.51 31758.888 259.98 .88 .88 468.64 19588.88 588.58 .88 586.68 3.65 3.36 3123.98 5/,93.96 32749.888 998.88 .88 .88 493.87 18588.88 588.98 .88 589.11 4.97 3.66 2872.17 4710.57 34845.888 1385.88 .98 .88 493.18 11288.98 589.65 .88 589.91 7.48 4.14 2782.47 4117.98 34338.888 285.88 517.88 515.98 498.87 11298.88 589.88 .88 518.33 27.89 5.38 2882.$2 2120.73 89/89/87 16:45:42 PACE 18 SE[NO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS 96 I~K,S VCH AREA .elK 34349.989 19.88 517.88 515.88 498.87 11288.88 589.92 .88 518.36 27.67 5.36 2968.38 2129.55 34878.800 55¢.~8 .8~ .~8 581.26 112~0.~ 511.88 .~8 511.55 18.$6 5.55 2~26.11 2615.55 35458.888 588.88 528.38 515.88 588.98 11288.88 512.14 .98 512.64 18.95 5.72 1957.59 2575.12 35578.888 128.88 528.38 515.88 588.98 11289.88 512.39 .88 512.87 18.38 5.54 2822.25 2618.15 $5779.988 288.89 .88 .89 499.81 11288.88 512.71 .88 515.44 34.48 6.85 1648.85 1909.63 35978.888 288.88 .88 .88 499.41 11288.88 515.28 .88 513.78 9.45 6.87 1844.17 5645.75 36148.988 178.88 .98 .98 591.88 11289.88 513.24 .98 514.85 14.88 7.22 1558.51 29~.71 17 36368.888 228.88 .EE .88 581.48 11288.88 513.48 .88 514.47 18.92 7.98 1484.83 2575.18 38255.888 75.88 .88 .88 582.88 11288.88 513.37 .88 514.76 29.31 9.46 1184.27 2868.58 38268.888 5.88 .88 .88 582.88 11288.88 513.38 .88 514.77 5.36 9.45 1185.81 4835.54 $8348.888 98.88 .88 .88 582.28 11288.88 513.82 .~8 515.88 7.63 11.29 991.97 4855.98 * $8368.eee 2.11.88 .Se .88 511.5e 11288.88 517.5~ 517.5~ 519.98 19.56 12.~ 921.66 2532.56 # 38388.e88 95.88 .88 .88 511.48 11288.e8 518.99 518.99 521.57 28.83 12.42 938.51 2582.64 38428.888 4e.88 532.88 528.78 511.58 11288.88 519.48 .88 521.49 16.1~ 11.63 1886.51 2788.96 38588.888 88.88 .88 .~8 511.88 11288.88 519.97 .~8 521.78 183.71 18.19 1865.24 1899.79 38588.888 88.88 .eS .88 512.28 11288.88 521.87 .88 522.48 66.42 8.85 1217.27 1374.23 38628.888 48.~8 532.88 528.78 512.38 11288.88 521.21 ,88 522.68 64.67 8.77 1227.88 1392.78 38678.888 58.88 .~8 .88 512.48 112~8.88 521.67 .88 522.98 52.~9 8.19 1389.12 1551,77 39?28.888 1858.88 .88 .88 517.88 11288.88 525.89 .~8 526.28 38.38 8.~1 2698.32 1887.95 41188.888 1468.88 .~8 .88 519.48 7988.88 528.67 .88 528.73 8.15 3.87 4669.62 2?67.88 41958.888 778.88 .88 .88 528.88 7988.88 529.66 .88 538.18 47,52 9.83 1733.15 1145.98 * 42858.888 188.88 .88 .88 521.88 7988.88 531.89 531.89 531.89 42.73 9.64 28?9.64 1288.56 42898.88~ 48.88 529.78 527.18 521.88 7988.88 555.48 .88 555.42 .86 1.76 11526.58 8588.94 42178.888 88.88 .~8 .88 528.78 7988.88 555.42 .88 555.42 .51 1.$4 15776.88 11887.88 44288.888 2858.88 .~8 .88 524.98 7988.88 555.57 .88 555,61 4.25 2.84 6227.96 3842.79 * 45828.888 1628.88 .88 .88 551.88 7988.88 558.58 538.58 539,82 118.65 11.58 1449.12 751.88 89/89/87 18:45:42 PAGE 19 SECNO XLCH ELTRD ELLC ELMIN Q CNSEL CRINS EG I~K*S VCH AREA .81K 47~58.e88 1638.88 .88 .8~ 532.18 7988.88 545.65 .88 545.77 16.76 5.91 ~485.78 1929,63 47548.888 98.88 .88 .88 531.28 7988.88 545.69 .88 643.93 19.78 5.56 5584.92 1779.98 47648.888 188.88 .88 .88 558.78 7988.88 545.98 .88 544.87 8.85 ~.78 5885.57 2784.89 47678.E~8 $8.88 5~1.78 548.48 558.78 ?988.88 548.59 .88 548.59 .33 1.88 15577.69 13811.71 47728.888 58.88 .88 .88 531.88 7988.88 648.59 .88 648.59 .38 1.86 14714.58 12881.28 4835E.EEe 63E.Ee .Ee .EE 535.4E 79EE.Ee 548.61 .EE 548.63 1.~9 1.69 8629.95 7583.87 I ~9/~9/87 1~:45:42 PA{3E 2~ GRAPEVINE CREEK (547~1 - SI.~/I~RY PRINTOUT TABLE 15~ S~C~O Q CI4SEL DIFWSP DIFNSX DIFKWS TOPWID XLCH 2~54~.E~ 118~.~ 472.81 .~E .~ .E~ 582.81 .~ 2169~.E~ llSE~.~d 475.72 .~ 2.91 .E~ ~+1.58 115~.~d 226~E.Eee 118~.~ 478.81 .EB 3.89 .ES 389.87 91~.~ ~ 239E8.B~ 1188~.~8 482.34 .E~ 3.53 .~ $$5.31 # 25~85.~E~ ~18~d.~ 483.99 .~ -.~2 .~ 243.45 155.E~ 25135.~8~ 118~d.E~ 485.91 .~ 1.93 .~ 316.~5 58.~ 25185.~8 118E~.~8 486.55 .~ .53 .~ 277.86 5~.~ ~ 25235.Ee~ 115~.~ 487.~3 .~E .48 .E~ 231.84 5~.~ 2528~.~8 118~.~ 487.36 .~E .33 .~ 183.99 25325.E~8 ll8~.~d 487.57 .~E .22 .E~ 174.42 25375.E~d llS~.~E 487.54 .~E .85 .~ 162.25 5~.~8 25421.~E llS~.~d 487.82 .~ .18 .E~ q92.18 25542.E~d ll8dd.~d 487.8A .~d .~ .~8 187.15 12~.~d 25543.E~8 11880.~8 487.88 .~B .~ .~8 192.32 1.~8 255~B.~d~ 1188d.~d 487.75 .Ed -.12 .E~ 161.9) 25.~d 25618.EE~ 118E~.~ 487.76 .~d .el .E~ 169.~1 25658.~ 118~.~ 487.89 .~ .13 .ES 2~1.~1 5~.~ 25714.~E 1158~.~8 487.89 .E~ .~d .Be 252.57 ~ 2575~.~Ed liSdd.dE 48B.E1 .Ed .12 .~d 324.89 2582E.E~ 119~.~E 488.24 .~E .25 .EE 4~,.43 66.E~ 2617~.E~ 119~E.E~ 488.59 .E~ .~, .~E 262.75 2655E.~E~ 119~E.E~ 489.99 .~ 1.4~ .EE 166.27 $8~.~ I ~9/~9/87 1~:45:42 PACE 21 SECNO Q CI4SEL DIFNSP DIFWSX DIFK14S T~NID ~CH 2666~.~ ll9~.EE 491.1E .~ 1.11 .~ 166.21 33~.E~ 27~5~.~e 1~5~.~ 491.78 .E~ .68 .~ 17~.45 165.~ 274~.~ l~5~.E~ 494.71 .e~ 2.93 .~E 598.91 42~.~ 2754~.~E~ I~5~.EE 4~.B9 .E~ -.~2 .~ 1~7.18 14~.~ 2757~.~ 1~5~.~ 494.9~ .E~ .24 .~ 1~7.25 5~.~ ~ 2762~.~ 1~5E~.8~ 495.62 .E~ .69 .~ 59~.79 5~.~ ~EI~.~ 1~5~B.~ 5~2.17 .ES 6.55 .~B 241.S4 251~.EB ~E18g.~E~ 1~5~.E~ 5E2.14 .B~ -.~4 .~ 98.12 59.~ 5~19~.~B~ 1~5~E.~ 5B1.97 .E~ -.17 .~B 9~.7~ 1.~ ~2~.8~ 1~5~.~ 5E2.~g .~ .42 .~E 91.45 1E.~ ~ 5~2E1.~ 1~5~.E~ 5~2.98 .~E .59 .E~ 99.88 1.E~ 5~25~.B~ I~5E~.E~ 5~4.~2 .E~ 1.E4 .~ 557.29 49.B~ 5131~.E~ 1~5~.~ 5E6.15 .~ 2.13 .E~ 418.98 1~6~.~ ~148~.E~ 1~5~E.~ 5~6.~ .~ .18 .E~ 118.8~ 17~.~ ~15~.B~ 1~5~E.~ 5E7.78 .EB 1.45 .~ 119.43 2~.~ ~ ~175~.~ 1~5~.~ 5~8.5B .B~ .72 .~ 2~8.57 ~274~.~ 1~5~.E~ 5~8.9~ .E~ .4~ .~ 255.54 99~.~ ~ ~45.EE~ 112~.~ 5eg.65 .~ .75 .~B 267.52 13~5.~ ~3~.E~ 112~B.E~ 589.88 .E~ .24 .~ 25q.58 285.~ ~4E.~ 112E~.~8 5e9.92 .~ .~3 .e~ 2~.67 18.~ ~87~.BB~ 112~.8~ 511.E8 .~ 1.16 .~B 259.79 5~.~ 5545~.~ 112~B.~ 512.14 .~ 1.~6 .~ 2~.83 58~.E~ 2e 512.39 .BB .26 .Be 258.B1 12d.dB 512.71 .ed .32 .BB 2~.27 2~B.BB 513.2d .dd .49 .dB 179.22 2Bd.BB 513.24 .Bd .B3 .Be 163.42 17B.BB PAGE 22 CNSEL D]FNSP D]FNSX DIFKNS TOPNID XLCH 51].48 .BB .24 .BB 152.47 22B.Bd 513.37 .BB -.11 .BB 138.24 75.dB 513.38 .BB .B1 .BB 136.31 5.dd 513.B2 .BB -.37 .BB 113.29 8B.BB 517.54 .Be 4.53 .Be 2B4.56 2B.BE 518.99 .Be 1.45 .Be 214,39 95,BB 519.4E .Be .42 .Be 216.53 4B.EE 519.97 .BE .56 .Be 218.37 SE.BE 521.B7 .BB 1.1B .BB 223.B5 Se.Be 521.21 .BE .14 .BB 223.35 4B.Ed 521.67 .BE .46 .Be 225.83 Sd. Be 525.89 .Be 4.22 .Be 889.B5 1eSe.BE 528.67 .BE 2.78 .dB 2E4E.65 146E.BE 529.66 .Be .99 .BE 1B~3.66 77E.BB 531.B9 .~E 1.63 .BE 1396.36 I~E.~B 535.49 .d~ 4.31 .e~ 2729.14 4e.E~ 535.42 .~e .B1 .~ 2748.31 8B.~ 535.57 .BE .15 .Be 2B15.74 2E3B.BE 538.3d .BE 2.73 .de 1823.13 162E.EE 543.63 .O~ 5.34 .B~ 1416.81 163E.EE 21 4754g. Itgg 7ggg. gg 54:5.69 · gg · g6 · gg 1949.54 9g. gg -- 4764g. ggg 79Bg. gg 543.98 · ~ · 29 · ~lg 21~2.32 leg. eg 4767g. ggg 79i'1g. gib ~6.5g · g~ 4.61 · g~ 225~. 6~ 5~. ~ 1 Bg/Bg/67 1 g: 46: 42 PA~ 25 SUNDRY OF ERRORS AND SPECIAL NOTES CAUTION SECNO- 25985.ggg PROFILE- 1 CRITICAL DEPTH ASSU~D CAUTION SECNO- 25985.ggg PROFILE- 1 PROBABLE IqINIHttl SPECIFIC F. NERGV CAUTION SECNO- 251~85.ggg PROFILE- 1 2~ TRIALS ATTEMPTED TO BALANCE NSEL CAUTION SECNO- $83Gg.ggQI PROFILE- I CRITICAL DEPTH ASSLt~ED CAUTION SECNO- 3856g.ggg PROFILE- I PROBABLE MINIMiJH SPECIFIC ENERGY CAUTION SEONO- 3836g.El~l~ PROFILE- I 2~ TRIALS ATTEMPTED TO BALANCE NSEL CAUTION SEONO- 363Bg.g8g PROFILE- 1 CRITICAL DI[PTH ASSUMED CAUTION SEONO- 3638g.ggg PROFILE- 1 PRORABLE HINIflUM SPECIFIC ENERGY CAUTION SEONO- 3836g.ggl~ PROFILE- 1 2g TRIALS ATTEMPTED TO BALANCE WSEL DAUTION SEONO- 421~Sl~.ggl~ PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SEONO- 4295g.gg8 PROFILE- 1 PROBABLE HININJH SPECIFIC ENERGY CAUTION SEONO- 42951~.ggl~ PROFILE- 1 2g TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 4582g.gge PROFILE- I CRITICAL DEPTH ASSUMED CAUTION SEONO- 45821~.ggg PROFILE- 1 PROBABLE HINIHUM SPECIFIC ENERGY CAUTION SECNO- 4582g.ggl! PROFILE- 1 2g TRIALS ATTEMPTED TO BALANCE WSEL gg/g9/87 lg:47:52 PAGE THIS Rt~ EXECUTED gg/gg/87 lg:47:52 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1964 ERROR CORR - Bl,g2,g3,g~,ltS,g6 NOOIFICATION - 5g,51,52.53,54,55,56 IBM-PC-X]' VERSION 4 APPENDIX 4 GRAPEVINE CREEK - COPPELL, TEXAS EXTENDED FIS FLOODWAY - HEC-2 COMPUTER MODEL WATER SURFACE PROFILES # # U.S. ARRY CORPS OF ENGINEERS VERSION OF NOVE~ER 1976 * * THE HYDROLOGIC ENGINEERING CENTER UPDATED ~Y 1984 # * 6~9 SECOND STREET, SUITE D IBI~-PC-XT VERSION * # DAVIS, CALIFORNIA 95616. RUN DATE E9/I)9/87 TIHE 11:E6:52 # * (916) 441~-2185 (FTS) A48-2185 X X XX)(XXXX X)(X)O( XXXX)( ~ X XX X X X X X XX X X X)O(XXXXXXXX X XX)O(X XXXXX X XX X X X XX X X X × ×X)(XXXXX XXXXX XXXXXXX 1 ~ 89/e9/87 11:B6:52 PA~ 1 THIS RUN EXECUTED 6g/~9/87 11:~6:52 HEC2 RELEASE DATED NOV 76 UPDATED NAY 1984 ERROR CORR - E1,82,~3,84,~5,~6 MODIFICATION - 5~,51,52,55,54,55,56 I BM-PC-XT VERSION ~ C T1 GRAPEVINE CREEK, COPPELL,DALLAS COUNTY,TEXAS T2 EXTENDED FLOOD INSURANCE STUDY (1BSYR FIS DISCHARGE) SEP. 1987 ~ T] GRAPEVINE CREEK ( 547~1 -- GREXTET ) Jl ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ B. 4. ~. ~. .~8~0 .~B .~ B. 472.81~ .~ J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IB~ CHNIM ITRACE 1.~ .~ -1.~ .~ .~ .~ .~ .~ .~ ~ J$ VARIABLE CODES FOR SL~RY PRINTOUT J5 LPRNT NUMSEC ====~"x"m~REQUESTED SECTION NUMBERS******** -- NC .~75 .~75 .~5~ .1~ .$~ .~ .~ .~ .~ .~ QT 6.~E~ 7508.888 1~588.888 11888.888 15188.888 16588.8~0 11808.880 .088 .888 ET .888 .888 .888 .888 .888 .~88 8.188 1368.588 1718.588 PROFILE SECTION M - SURVEY SECTION 13 X1 2854~.~88 24.888 1588.888 1579.888 1588.888 1388.888 1890.8~8 .088 .888 OR 475.488 1880.888 473.788 1188.08~ 469.888 128~.888 469.4~8 138~.8~8 458.$88 OR 469.788 1588.888 452.888 1529.888 452.688 1552.888 468.488 1579.888 469.588 1588.888 OR 478.2~0 1691.8~8 488.488 1733.~8~ 481.888 1747.~88 481.5~8 1758.80~ 481.8~ 1763.808 ~ GR 479.488 1778.888 474.888 1888.888 479.688 1843.888 48~.888 1988.888 483.288 1938.888 OR 483.888 1948.888 483.388 1961.888 482.888 1982.888 485.18~ 2888.888 .88~ -- QT 6.888 75~8.888 18588.~8~ 11888.888 15188.888 16188,888 11888.888 .88~ .888 .888 ET .888 .~88 .888 .088 .888 .888 8.18~ 1897.588 1347.588 Xl 2169~.~8 19.~88 1198.888 1255.888 1858.888 1128.088 1158.888 .888 .888 OR 482.888 1888.888 488.888 1828.88~ 478.888 1855.888 476.888 188~.888 474.888 -- OR 472.888 1158.888 478.888 1190.888 468.888 1288.888 458.888 1285.888 457.788 OR 458.888 1228.888 468.888 1238.888 478.888 1255.888 472.888 1395.88~ 474.888 1495.888 OR 476.888 153~.888 478.888 1555.888 488.888 1588.888 482.888 161~.888 .~88 1 89/89/87 11:86:52 PAGE 2 QT 6.888 7588.8E8 18588.888 11888.88~ 15188.888 16e88.888 11888.~88 .888 .8E8 .808 -- ET .888 .888 .888 .888 .888 .880 8.188 1322.888 1522.8~8 .8~8 PROFILE SECT[ON N - SURVEY SECT[ON 14 X1 22680.888 16.088 1397.~8~ 1447.888 1188.888 1888.888 918.888 .~88 .~88 .8~8 OR 487.788 1888.888 485.288 11~8.888 478.688 1288.88~ 474.388 1233.888 472.488 1388.888 GE 473.888 1397.888 458.688 1412.888 459.888 1425.888 461.588 1435.888 474.788 1447.888 -- OR 475.688 1588.888 479.388 1688.888 485.188 1788.888 498.288 1888.888 497.388 1988.888 GR 582.28~ 2888.888 .888 .888 .888 .888 .888 .888 .888 .888 X1 2398~.8~8 11.8~8 1215.88~ 1385.888 1488.888 1188.888 13~8.888 .888 .888 .888 GR 488.880 18~8.888 482.888 1825.888 488.888 1875.888 478.888 1215.888 478.8~8 1325.8~8 GE 463.88~ 1355.888 478.80~ 1570.000 480.000 1385.000 486.008 1395.000 488.00~ 1405.0~ X1 24930.888 18.000 1288.808 1398.808 888.888 1668.888 1~3~.888 .888 .888 .8~8 GR 494.~88 18~8.888 492.888 1~25.88~ 498.888 1138.88~ 488.888 114~.8~8 486.88~ 1158.888 OR 484.0~8 1168.~88 482.888 118~.~8~ 48~.088 1288.88~ 478.8~8 1348.~8~ 466.40~ 1368.~88 OR 470.0~ 1375.~0 48~.88~ 1590.~8~ 484.00~ 141~.0~ 486.~8~ 144~.~0 488.~8~ 1498.~08 OR 498.8~ 1538.88~ 492.080 1588.~88 494.888 1628.8~8 .888 .~88 .088 .888 ET .~88 .~8 .~8~ .08~ .~88 .888 8.188 1537.888 1627.888 .888 X1 25~65.~8 16.~8~ 15~7.~e 1627.e~8 9g.e~ 18~.B~ 155.gBg .BB~ .eBe .~8 GR ~9~.~ 1417.~ 488.~ 1425.~ 486.~ 1437.~ 464.~ 1445.~ 485.~ 15~.~ ~ GE 48~.7~ 1537.~ 472.~ 156~.~ 467.3~ 1564.~ 467.1~ 1572.~ 467.2~ 1585.~ GE 478.4B~ 1593.B~B 482.5~ 1627.~B 482.4B~ 1641.B~B 486.B~B 175~.B~ 488.B~ X1 25155.EB~ 18.~B 1534.~B~ 1623.~B~ 4~.~B~ 6B.B~B 5~.~ .B~B .~B .SE~ GE 492.B~B 1525.~ 49~.~B~ 1417.BB~ 488.~ 1427.B~B 486.~EB 1437.~B~ 484.~BB 1445.~ GE 467.1~B 1584.B~8 478.5B~ 1593.~BB 478.4BB 16~8.B~B 484.2~ 1625.BE~ 485.1E~ ET .B~ .~8 .BS~ .~ .EBB .B~8 8.1~B 1~63.5B~ 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4772~.~ ~5.~ 1511.~8~ 1591.~ 5~.~ 58.8~ 5~.~88 .8~8 .3~8 .8~8 {~ 541.7~ 558.8~ 541.1B8 $58.~ 541.~8 75~.~ 5~.8~8 858.8~8 541.2~ 95~.~ ~ GR 541.~ 11~.8~ 541.~B~ 12B~.~ 541.28~ IS~.BB~ 541.7~ 1~B~.8~8 541.78~ 1588.~ GR 541.8~B 1511.~ 558.68~ 1511.~8~ 531.~ 1525.8~8 538.7~ 1529.8~8 554.~88 1555.~ P~R 534.58~ 1542.888 554.9~ 1544.~8~ 535.3~ 1565.8~ 536.488 1584.8~ 558.488 1591,~8~ GR 541.78~ 1591.8~8 541.48~ 168~.~8~ 541.6~ 17~8.B~ 541.4~ ET .ESd .ddd .~dd .ddd .ded .dde 8.1dE 2d95.ded 2335.ddd .ddd Xl ~835d.ddd 25.ddd 215d.ddd 23dd.ddd 6dd.ddd 3dd.ddd 63d.ded .ddd .ddd .ddd 6R ~3.gee 2E~.~Ee 5~.2eB 21ee.B~ 5~3.4~e 215e.~e 537.9e~ 21~.E~E 535.~E 22~E.Ee~ ~ ~.lae 25e~.e~e ~.5~ 26e~.B~ 545.9Be 27ze.e~ 546.6~ 28e~.~s ~7.7eB 298B.~ 1 ~9/B9/87 11:86:52 PA~ 14 THIS RLIt EXECUTED dg/d9/87 11:d8:58 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - dl,d2,d3,d4,d5,d6 MODIFICATION - 5d,51,52,53,54,55,56 IBM-PC-XT VERSION T1 6RAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS (FIS l~d YEAR DISCHARGE) T2 EXTENDED FLOOD INSURANCE STUDY (ET RUN) SEP 1987 T3 ~RAPEVINE CREEK ( 547dl -- OREXTET ) Jl ICHE(7~ INQ NINV IDIR STRT METRIC HVINS Q kISEL FQ J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -- dg/dg/B7 11:d6:52 PAGE 15 THIS RON EXECUTED dg/dg/B7 11:1~:d3 --****************--************************** HEC2 RELEA.SE DATEO NOV 76 UPDATED MAY 19B4 ERROR CORR - MODIFICATION - 5d,51,52,53,54,55,56 IBM-PC-XT VERSION NOTE- ASTERISK (#) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUltRY OF ERRORS LIST -- ~RAPEVINE CREEK SLIFI~Ry PRINTOUT TABLE 11~1 CI4SEL DIFK~ EG TOPWID Qt. O0 QCH QROB PERENC STENCL STCHL STCHR 5TENCR 472.81 .88 473.49 582.81 2942.43 8121.37 736.19 .88 .88 1588.88 1579.~ 473.81 1.~8 474.57 337.36 18~9.94 8841.66 1148.41 35~.88 1368.58 1588.88 1579.~8 1718.58 475.72 .88 476.66 441.58 898.45 8175.76 2733.79 .88 .88 1198.88 1255.~8 476.56 ,84 477,57 258.88 1199.79 8719.77 188~,45 258,88 1897,58 1198.88 1255,~8 1347,5~ 478.81 .88 479.88 389.87 3413.62 77~2.9~ 683.47 .~8 .88 1397.88 1447.~ 479.47 .66 481.88 288.98 1926.18 8996.79 877.11 288.88 1322.88 1397.88 1447.~9 1522.98 482.34 .88 482.91 365.31 862.23 18934.27 3.58 .88 .88 1215.8~ 1385.8~ .~ 483.36 1.82 483.93 198.68 136.34 11655.38 8.36 288.88 128~.88 1215.88 1385.8~ 14~.~8 484.81 .~8 484.56 258.11 184.67 11649.85 45.48 .88 .88 1288.88 1398.0~ .~ 484.83 .82 485.32 19~.~8 .~ 11888.8~ .88 198.~8 12~.~ 12~8.~ 139~.~ 1390.~ 483.99 .8~ 487.~5 243.45 297.88 11378.41 123.71 .88 .~8 1537.~8 1627.8~ .~ 483.13 -.86 487.31 9~.8~ .8~ 118~.88 .88 9~.88 1537.88 1537.88 1627.~0 1627.8~ 485.91 .8~ 487.55 316.85 967.5~ 18761.74 78.77 .8~ .8~ 1534.88 1623.88 .EO 485.87 -.85 488.83 89.8~ .88 1188~.88 .8~ 89.88 1534.88 1534.88 1623.8~ 1623.~8 486.68 .~8 487.88 329.99 1624.14 7582.86 2593.88 .88 .8~ 1128.8~ 1167.88 486.68 -.~8 488.33 168.~ 1684.22 8779.92 1335.86 158.88 1883.58 1128.88 1167.88 1223.58 487.29 .88 487.95 382.82 5~2.58 7188.2~ 4189.22 .~ .8~ 1879.38 1137.88 .~0 487.24 -.85 488.54 163.88 633.51 9178.38 1988.19 163.88 1825.15 1879.38 1137.~8 1188.15 486.52 .8~ 488.44 222.76 35.16 9369.22 2395.63 .88 .88 1846.38 1898.~e 486.57 .~5 489.88 113.58 39.62 1~382.83 1457.55 168.88 992.15 1846.38 1898.~e 1152.15 487.54 .88 488.69 276.88 .~ 11274.82 525.98 .8~ .~8 1819.8~ 1126.88 .~ 488.34 .8~ 489.48 139.68 .3~ 11437.98 361.72 16~.~ 992.58 1819.8~ 1126.~e 1152.5~ 11:86:52 PAGE 16 SEC:NO CMSEL DIFKI,~S EG TOPWID QLOB Q~H OROB PERENC STENOL STCHL STCHR STENCR 25385.888 487.19 .8~ 489.1~ 228.15 161.13 1~796,79 842.~8 .~ .~ 1~2~.~ 1~95.~ .8~ 25385.~99 488.~9 .99 489.72 132.51 193.51 19713.25 893.24 16~.88 977.58 1828.88 1~95.~ 11~7.5~ 25478.888 489.24 .88 489.68 625.11 754.15 1~177.86 868.79 .88 .88 1352.88 1472.8~ .~ 2547~.88~ 489.57 .34 49~.18 158.88 197.86 11443.63 159.32 158.~8 1337.88 1352.88 1472.88 1487.8~ 25588.~88 489.86 .88 498.21 722.78 553.41 18145.35 1181.25 .88 .88 1328.88 1448.88 .~ 2558~.~8 489.98 .83 498.48 158.8~ 139.28 115~6.~7 154.65 15~.~8 1385.88 1328.88 144~.~9 1455.88 25585.888 489.67 .~8 49~.57 461.61 799.72 18196.~6 884.22 .88 .88 1~75.88 1156.8~ .90 25585.888 489.74 .87 498.75 188.~8 592.63 18633.64 573.72 188.88 1~25.59 1875.88 1156.~9 1285.5~ 25635.B08 489.75 .88 490.66 433.44 955.55 18828.83 815.62 .~8 .88 1888.88 1172.88 .88 25635.888 489.81 .~5 498.86 188.88 786.41 18565.16 528.43 188.~8 1840.88 1888.08 1172.88 1228.88 25685.8~ 498.83 .88 498.77 478.80 1299.44 9616.17 884.38 .88 .88 1188.80 1193.88 .88 25685.8~8 498.83 .88 498.97 188.88 816.88 18444.57 538.63 188.88 1868.58 11~8.88 1193.80 1248.58 25735,888 498.27 .88 498.85 425.88 1736,88 9558.75 513.24 ,88 .~8 1145.88 1241.88 ,88 25735.~88 498.34 .87 491,87 188.88 1124,23 18381.38 294.39 188,88 1183,~8 1145,88 1241,88 1283,88 25785,888 498,54 ,88 498,92 458.80 1272.23 18826,78 581,88 ,~8 ,E~ 1154,~ 1279.88 .80 25785,888 498.67 .13 491.15 188.88 687.44 18962,28 238,36 188,88 1126.58 1154.88 1279.88 1386.58 25828,888 498,73 .~8 498.98 588.91 2156,96 4981.59 4841.45 .88 .88 1245.88 1291.88 ,80 25828,888 498,68 -.13 491,29 228,88 2122,24 6986,23 2791.52 228,88 1158,~8 1245.88 1291.88 1378,88 26178,888 498.84 ,80 491.45 422,23 547.17 6245.17 5187.66 ,88 .88 1845,88 1898.88 .88 26178,888 491,16 .33 491.87 246.13 115.41 6589.43 5195,16 246,13 1839,46 1845,88 1898.88 1285.59 26558.888 491,34 ,88 492.38 383.45 487,49 18788.85 784.46 .88 ,88 1848.88 1140.88 ,88 26558,888 491.68 ,33 492.84 144,54 38.95 11416.34 452.71 144.54 1836.95 1840.88 1148,88 1181.49 26888,888 491.97 ,88 493.44 317.63 414.17 18783.94 781,89 ,~8 ,88 1758.88 1826.88 ,88 26880,888 492.29 .32 493.93 118.88 351.57 11292.61 255,82 118.88 1733.88 1758.88 1826,88 1843.88 27858,880 492,53 .88 494.89 318.69 173,64 8345.56 198~,80 .88 ,80 1823.80 1878,88 .88 2705~.808 492,77 .24 494.78 123.55 285.12 9878.31 1216.58 125,50 1888.88 1823,88 1878.80 1125.5~ 27488.808 494,78 .88 495,28 598.87 3338.12 6983.81 266,87 .88 ,88 1926.88 1992.88 .88 27408.888 495.32 ,62 496.82 415.88 2784.86 7589.21 126.73 415.88 1585.88 1926,88 1992,88 28~0,88 27548.888 494,68 .88 496.88 187.17 ,88 18588.88 .88 ,88 .88 1950.80 2878,88 ,88 27548,888 495.38 ,78 496.63 97,83 .88 18588.88 .88 187.88 1968.58 1958,88 2878.88 2867,58 27578.888 494,93 .88 496,23 187.25 .88 10508.88 ,88 ,88 .88 1958.88 2878,88 .88 27578,888 495.59 .66 496,84 97.85 .88 18580.88 .88 187.88 1968,58 1958,88 2878,88 2867,58 27628,888 495.62 .88 496,43 598.76 2738.66 7525.48 243,86 ,88 .88 1926.88 1992,88 .88 27628.888 496.26 ,64 497,83 443.96 2908.58 7591.58 ,88 443,96 1548,~4 1926.88 1992.~8 1992.8~ 89/89/87 11:86:52 PASE 17 SECNO Ct~EL DIFKN5 86 TOPWID ~.OB ~H ~ROB PEEENC STENCL STCHL STC~R STENCR 38138.880 582.17 .08 583.~8 2~1.46 4494.83 6885.58 .47 .~8 .88 2188.88 2222.88 .88 $8138.888 582,62 .45 583,82 127.88 4384.43 6195,57 .88 127.88 2894.92 2188.88 2222.88 2222.~8 $8189.~8~ 582.14 .88 583.87 98.12 .80 18588.88 .88 .88 .~8 2138.08 2263.88 .88 $8189,80B 582.65 .51 584.27 98.88 .88 18588.88 .88 98,88 2155.58 2138.88 2263.88 2245.58 3~198.808 581.97 .~8 584.86 98.73 .88 18580.88 .88 .88 .88 2138.88 2263.88 .88 38198,888 582,58 ,53 584.44 84.88 ,08 18580,88 ,88 98,88 2155,58 2138,88 2263.88 2245.58 3~28~.488 582.39 .88 584.32 91.45 .88 18588.88 .88 .48 .44 2138.48 2263.4~ .~ 38244.488 582.82 .43 584.65 84.88 .44 18588.88 .88 98.84 2155.58 2138.88 2263.88 2245.58 38281.884 582.98 .88 584.46 gg.sg .88 18588.88 .88 .48 .88 2138.88 2263.88 .88 38281.484 5~3.33 .35 584.78 98.88 .88 18588.88 .~8 9~.8~ 2155.58 2138.88 2263.~8 2245.58 38258.888 584.82 ,88 584.68 337,36 5855.93 5372,19 71,89 .de .88 2188.84 2222,88 .8~ 38258.888 584.24 .22 584,99 155.85 4939.26 556~,74 ,88 155,85 2866.95 2188,88 2222,88 2222.88 31318.~8 5~6,15 ,88 546.65 419,82 6288,58 4211.58 .88 .88 .88 1863,88 1928.88 ,88 31318.8~8 586.47 .31 587.87 179.95 6874,19 4425,81 .88 185,68 1734.48 1963.88 1928.88 1928.88 31498,888 586.33 .88 587.19 118,88 .88 1~588.88 ,88 ,88 .88 1795,88 1915,88 .88 31488.888 586,71 ,38 587.52 117,96 ,88 18588,88 ,88 118,88 1796,84 1795,88 1915,88 1914.88 31588.888 587.78 .88 588.46 119.43 .88 18588.88 .88 .88 .88 1795.88 1915.88 .88 31588.888 588.28 .42 588.84 119.88 .88 18588.88 ,88 119.8~ 1795.58 1795.88 1915.88 1914.58 31758.888 588.58 .88 588.68 248.58 .88 18588.88 .88 .88 .88 1888.88 1268.88 .88 31758,888 588,87 ,37 589.84 244,48 ,88 18588.88 .88 248.88 1818.88 188~,88 1268.88 1258,88 32748.888 588.98 .88 589.11 255.54 .88 18588.88 .88 .88 .88 1888.88 1293.58 .88 32748,888 589.23 .33 589.42 248.49 .88 18588.88 .48 255.88 1819.25 1888.88 1293.58 1274,25 34845.888 589.65 .88 589.91 267.32 .88 11288.88 .88 .88 .~8 1~88.88 1351.88 .88 34845.888 589.98 .25 518.15 258.92 .88 11288.88 .88 267.88 1842.88 1~88.88 1351.88 1389.~8 34338.888 589.89 .88 518.33 254.58 .8~ 11288.88 .88 .88 .88 1888.88 1329.88 .88 34338.888 518.11 .23 518.54 247.88 .88 11288.88 .88 254.88 1837.58 1888.88 1329.88 1291.58 34348.8~8 589.92 .88 518.36 254.68 .88 11288.88 .88 .88 .88 1888.88 1329.88 .88 34348.888 518.14 .22 518.55 247.88 .88 11288.88 .88 254.88 1837.58 1888.88 1329.88 1291.58 34878.888 511.88 .88 511.55 259.79 .88 11288.88 .88 .88 .88 1888.88 1332.88 .88 34878.888 511.21 .13 511.67 254.92 .88 11288.88 .88 259.88 1836.5~ 1888.88 1332.~8 1295.58 35458.~88 512.14 .88 512.64 244.84 .88 11288.88 .88 .88 .88 1882.88 1382.88 .88 35458.888 512.21 .88 512.71 244.88 .88 11288.88 .88 244.88 1~3~.88 1882.8~ 1382.88 1274.~8 35578.888 512.48 .88 512.87 258.82 .88 11288.88 .88 .~8 .88 1882.88 1382.88 .88 35578.888 512.46 .87 512.93 256.67 .48 11288.88 .88 258.88 1823.88 1882.88 1382.88 1281.88 89/89/87 11:86:52 PAGE 18 C~4SEL DIFKNS EG TOPWID QLOB OCH QROB PERENC STENCL STCHL STCHR STENCR 512.71 .~8 513.44 244.27 .88 11288.88 .88 .88 .88 1888.88 1316.88 .88 512.76 .85 513.48 241.15 .88 11288.88 .88 244.88 1836.88 1888.88 1316.88 128~.88 513.33 .88 513.89 179.96 .88 11288.88 .88 .88 .48 1888.88 1264.98 .88 513.36 .84 513.92 178.63 ,88 11288.88 .88 188,88 1842,45 1488,88 1264.98 1222,45 513.58 .88 514.26 164.97 .88 11288.88 .48 .88 .88 1868.86 1256.62 .88 17 51).52 .83 514.29 161.81 .88 11288.88 .88 165.88 188~.24 1~68.86 1256.62 1245.24 513.95 .88 514.85 155.32 .88 11208.88 .88 .~0 .~ 1858.73 1238.93 513.97 .~1 514.86 151.~3 .88 112~.88 .88 155.80 1~63.33 1858.73 1238.93 1218.33 513.97 .88 515.19 141.84 .88 11288.88 .88 .~8 .88 985.88 1157.78 513,96 -.82 515.21 131,62 ,88 1128~.88 ,88 142.88 1088.75 985.88 1157,78 1142.75 513.98 .88 515.19 141.94 .88 11288,8~ .88 .80 .~0 985.88 1157.78 513,97 -.02 515,21 131,67 ,88 11288,~8 ,88 142.88 1888.75 985.88 1157,78 1142,75 513.67 .88 515,38 115,89 ,88 11288,8~ .88 .88 .88 2678.88 2868,88 .~0 513.68 ,81 515,39 115,93 ,88 11288.88 ,88 116.88 2787.88 2678.88 2868.88 2823.ee 517,52 ,08 519.98 284.41 11.28 11179.55 9.26 ,88 ,88 2678,88 2868,88 ,Ee 517.51 -,81 519.92 19~.Ee ,88 11288.~ .88 198.88 2678.88 2678,88 2868,88 286~,~e 518.99 .88 521,37 214.39 45.75 11116.41 37,83 268,88 2638.88 2678,88 286~,Ee 518.99 ,88 521,37 214,39 45,75 11116,42 37,8) 268,88 2638.88 2678,88 286~.~e 519,48 .88 521,49 216.54 51,36 11186.17 42.47 268,88 2630,88 2678,88 286~.88 2898,8~ 519,48 ,88 521.49 216,53 51.36 11186.17 42.47 268,88 2630,8~ 2678,08 2868.88 519.97 .~8 521,78 218,37 519,18 18251.48 429,34 268,88 2638,88 2678,8~ 2868,8~ 519.97 .~8 521.78 218.)6 519.11 18251.6~ 429,29 268,88 2638,88 2678,88 2868,88 2898,88 521,87 ,8~ 522,48 223.85 624,49 18859.88 516.z~, 268.~8 2638,88 2678.88 2868.88 2898,~e 521,~7 .88 522.48 223.85 624.51 18859.85 516,45 268.8~ 263~.88 2678.88 2868.88 2898,80 521.21 .88 522,68 223.35 631.14 18846.94 521.93 268.88 2638.88 2678.88 2868.~8 289~.~0 521.21 ,88 522,68 223.35 631.16 18846.98 521.95 268,~8 2638.88 2678,88 2868.88 2898,88 521.67 .88 522.98 225.83 686.~7 9946.57 567.36 268.88 26)~.88 2678.88 2868.88 521.67 .88 522,98 225,83 685.99 9946.72 567.29 26~,88 2638,~8 2678.88 2868.88 2898.88 525,89 ,88 526.28 888.95 4684.53 883.91 5631.56 ,8~ .88 1713.~e 1726,~E 526,82 .1) 526.58 485.8~ 5554.47 1826.29 4619.24 405.88 1517,8~ 1713.8~ 1726.~8 1922.~e 528.67 .88 528.73 284~.65 4638.42 533.2~ 2736.38 .88 .88 2556.8~ 2552.~8 529.38 .62 529.39 688,88 3899.45 614,75 3385.81 688.88 2244.8~ 2536.88 2552.88 529.66 .~ 538,1~ 1843.66 3~58.95 1383.84 3465.21 .~8 .88 1791.e~ 181~,8~ 538.27 .61 53~.62 518.~e 296~.21 1287.91 3651,88 51~.~8 1545.5~ 1791,88 181~,~8 2855,50 11:86:52 PA~E 19 SECNO CI,,ISEL DIFKI,4S EG TOP, ID QLOB QCH QRO0 PERENC STENCL STCHL STCHR STENCR M 42~5~.~ 531.89 .88 531.89 1)96.71 2495.96 42~4.97 1199.~6 .88 .0~ 1788.88 1834.08 ~ 42858.888 538.96 -,13 532.26 618.88 1862,55 4878.38 1159.15 61~.~8 1586,88 1788,88 1834.~ 2116.88 ~ 42898.888 535.41 .~0 535.42 2729.25 3735.57 1117.77 3846.67 .88 .88 1788.88 1834.~ .~ 4289~.88~ 535.24 -.17 535.35 578.8~ 2725.41 2556.82 2618.57 57~.88 1526,88 1788.88 1834.~ 2~96.~ 42178.~88 535.42 .80 535.42 2748.39 $824.40 355.16 3728.AA .88 .88 1791.08 1818.88 .88 -- 42170.008 535.36 -.86 535.38 1818.88 3498.27 545.12 3864.62 1818.88 1295.58 1791.88 1818.88 2385.58 ~4288.888 535.57 .88 535.81 2815.82 2522.51 1148.87 4228.63 .88 .88 1748.88 1786.88 .88 -- 44288.888 535.72 .15 535.89 588.88 3945.25 2839.22 1915.53 588.88 1473.88 1748.88 1786.88 2853.B8 * 45828.888 538.38 .SB 539.82 1822.92 3576.~+ 1818.72 2584.83 .88 .08 2168.88 2187.88 .88 -- 45828.888 538.79 .49 539.32 638.88 3489.57 1668.11 2758.31 638.88 1858.50 2160.08 2187.88 2488.58 47458.888 543.63 .00 543.77 1416.85 4663.23 1151.33 2885.~4 .88 .88 2349.88 2369.88 .88 47458.800 544.28 .57 5~Y+.49 588.88 3382.98 1496.48 3828.61 588.08 2189.80 2~9.80 2369.88 26~9.~e ~7~.~88 5~3.69 .E~ 5~.93 19~9.36 3236.~1 3677.28 986.39 .Re .Be 1511.88 1591.~ .~ ~75~E.EeE 5~.3~ .61 5~.81 658.88 1~EE.15 ~976.62 1523.23 65E.E~ 1226.E~ 1511.Ee 1591.88 18~6.~ ~76~8.e~8 5~3.98 .~e 5~.87 2182.37 3829.89 27~E.91 1538.e~ .e~ .~ 1511.EE 1591.~ .E~ ~7~e. EE~ 5~.87 .89 5~.98 1118.88 2567.85 3111.93 2228.22 1118.eE 996.EE 1511.EE 1591.~8 2186.Ee ~ ~767~.~e~ 5~8.59 .Be 5~8.59 225~.E~ ~787.18 1~97.86 2~95.8~ .E8 .88 1511.~E 1591.~ .eR ~7678.~8~ ~8.~ .~6 5~8.96 1~28.e~ 2985.6~ 19~.8~ 2975.52 1B2~.B~ 1~1.B~ 1511.B~ 1591.8~ 2~61.~ ~ ~772~.~E~ 5~8.59 .e~ 5~8.59 225~.~ ~69~.~9 11~1.78 2~7~.8] .~ .~ 1511.8~ 1591.~ .~ ~7728.~B~ 5~8.g~ .55 5~8.97 875.~ 2785.6~ 2221.16 2895.2~ 875.~ 111~.5~ 1511.~ 1591.B8 1988.5~ ~ ~835~.~ 5~8.61 .B~ 5~8.63 1865.66 2~26.9~ 316~.36 23~8.7e .~e .e~ 213~.~ 25~.e~ .~ ~835~.E~E 5~8.96 .35 5~9.1~ 2~.EE 25~.25 6936.97 712.78 2~E.Ee 2~95.Ee 213~.Ee 23ee.EE 2335.e~ 1 E9/~9/87 11:e6:52 PA~ 2~ SUI'~ARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO= 25885.880 PROFILE= I CRITICAL DEPTH ASSUMED CAUTION SECNO= 25885.880 PROFILE= I PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 25885.888 PROFILE= I 28 TRIALS ATTEMPTED TO BALANCe. WSEL CAUTION SECNO- 25885.880 PROFILE- 2 CRITICAL DEPTH ASSUMED CAUTION SEC:NO= 25885.8~8 PROFILE- 2 PROBABLE NINIMUM SPECIFIC ENERGY CAUTION SE(NO- 25~85.~ PROFILE- 2 2~ TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 3836~.88~ PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 38368.808 PROFILE- 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 38368.808 PROFILE- 1 28 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 38368.888 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO- 38368.888 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 38368.888 PROFILE= 2 28 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 38388.800 PROFILE- I CRITICAL DEPTH ASSUMED CAUTION SEONO- 38388.888 PROFILE- 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 38388.888 PROFILE- I 28 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SEONO- ~8388.888 PROFILE- 2 CRITICAL DEPTH ASSUMED ~UTION SEO'~IO- 58381~.~ PROFILE- 2 PR~L~ 8INI~ ~CIFIC ~R~ ~I~ ~- 38)8E.EEE PR~ILE- 2 2~ ~I~S A~TED TO BAL~ ~EL ~I~ ~0- 42~5~.~ PR~ILE- 1 ~ITI~ ~PTH ~D ~I~ ~- 42~56.~8 PR~ILE- 1 PR~ABLE HINI~ ~ECIFIC ENERGY -- ~I~ ~0= 42~58.~ PR~ILE- I 2~ TRIALS A~E~TED TO B~CE ~EL CA~I~ ~0= 42~5~.~8 PR~ILE= 2 ~ITI~L DEPTH ~D ~I~ ~ 42858.~8~ PR~ILE= 2 PR~LE RINIR~ ~ECIFIC ENERGY ~ ~I~ ~0= 42~5~.~ PR~ILE= 2 2~ TRI~S A~E~TEO TO BAL~E ~EL ~I~ ~= ~582~.~8~ PR~ILE= 1 ~ITI~L ~PTH ~D ~I~ ~0= 4~82~.~ PR~ILE= 1 PR~ABLE NINI~ ~ECIFIC E~RGY ~ CA~I~ ~0= 4~82~.~ PR~ILE= 1 2~ TRI~S A~E~TED TO B~E ~EL ~ ~9/~g/B7 1 ~: ~: S2 PAGE 21 FLOODI4AY DATA, GRAPEVINE CREEK PROFILE NO. 2 ....... FLOODI,JA¥ ....... WATER SURFACE ELEVATION STATION WIDTH SECTION NEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOOOWAY FLOODWAY 2854~.~8 337. 2285. 5.2"' 473.8 472.8 1.8 -- 21698.888 258. 1894. 6.2 476.5 475.7 .8 22688.88e 288. 1618. 7.3 479.5 478.8 .7 239~.~8 191. 28~2. 5.9 483.3 482.3 1.e ~ 2493~.888 19~. 21~5. 5.6 484.8 484.8 .8 25~85.~ 98. 719. 16.4 483.2 484.8 -.8 25155.~88 89. 999. 11.8 485.9 485.9 25185.~8~ 168. 1463. 8.1 486.7 486.7 -- 25235.88~ 163. 1618. 7.3 487.3 487.3 25285.~8~ 114. 11e9. 18.6 486.5 486.5 25335.~ 14~. 1582. 7.9 488.3 487.5 .8 ~ 25385.888 133. 13~3. 9.1 488.1 487.2 .9 25478.8~8 15~. 1998. 5.9 489.5 489°2 .3 25588.888 158. 2189. 5.4 489.9 489.9 25585.8e~ 188. 1745. 6.8 489.8 489.7 .1 25635.~8~ 18~. 17~5. 6.9 489.9 489.8 .1 25685.~e~ 18e. 18~7. 6.5 498.~ 498.~ 25735.~ 18~. 1985. 5.9 496.4 498.3 .1 ~ 25765.888 18~. 2319. 5.1 498.6 49~.5 .1 25828.~8 22~. 2365. 5.~ 498.7 498.7 2617~.~8~ 246. 2373. 5.~ 491.1 498.8 .3 .... 2655~.B~8 145. 1498. 7.9 491.6 491.$ .3 2688~.~8 11~. 1262. 9.4 492.3 492.8 .3 27~5~.68~ 124. 1884. 9.7 492.7 492.5 .2 274~.~ 415. 2217. 4.7 495.$ 494.7 .6 2754~.B~8 98. 1171. 9.B 495.4 494.7 .7 27576.68~ 98. 1172. 9.~ 495.6 494.9 .7 2~ 2762~.~8 444. 2871. 5.1 496.2 495.6 .6 38138.B~8 127. 1328. 7.9 5~2.6 582.2 .4 ~ 38189.~8~ 9~. 1~27. 1~.2 582.6 5~2.1 .5 3~19~.8~ 9~. 94~. 11.2 5~2.5 5~2.~ .5 3828~.~ 9~. 967. 1~.9 5~2.8 5~2.4 .4 M~ 382~1.B~ 9~. 1889. 9.6 5~3.4 583.~ .4 38258.~88 155. 168~. 6.2 5~4.2 584.8 .2 3131~.~E~ 188. 1774. 5.9 5~6.5 586.2 .3 3148e.~8 118. 1456. 7.2 5~6.7 586.3 .4 31588.888 119. 1634. 6.4 588.2 587.8 .4 31758.BeE 244. 3211. 3.3 5e8.9 5~8.5 .4 3274e.sEe 248. 2945. 3.6 589.2 588.9 .3 m 34845.E~ 259. 2756. 4.1 5~9.9 5~9.6 .3 34338.~E 254. 2133. 5.2 51~.1 5~9.9 .2 3434E.888 254. 2139. 5.2 518.1 5e9.9 .2 1 ~9/89/87 11:86:52 PAGE 22 FLOODWAY DATA, ~RAPEVINE CREEK PROFILE NO. 2 ....... FLOODNAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION liE/Vt WITH WITHOLrT DIFFERENCE AREA VELOCITY FLOODNAY FLOODNA¥ 34878.~ 255. 2~57. 5.4 511.2 511.1 .1 35458.~88 244. 1976. 5.7 512.2 512.1 .1 35578.~8 257. 284~. 5.5 512.5 512.4 .1 3577~.~ 241. 1651. 6.8 512.8 512.7 .1 3597~.0~ 179. 1873. 6.~ 513.3 513.3 36148.8ee 162. 1596. 7.~ 513.5 513.5 3636~.8~ 151. 1476. 7.6 514.~ 514.e 38255.~ 132. 1249. 9.~ 514.~ 514.~ 3826~.~ 132. 1251, 9.8 514.~ 514.~ 3834~.~8 116. 1~68. 18.5 513.7 513.7 3836~.8~ 19~. 9~. 12.4 517.5 517.5 3838~.~8~ 214. 939. 11.9 519.~ 519.~ 3842~.~ 217. 18~7. 11.1 519.4 519.4 385~.8~ 218. 1~65. 1~.5 52~.~ 52~.~ 3858~.888 223. 1217. 9.2 521.1 521.1 3862~.~ 22~. 1227. 9.1 521.2 521.2 ~8678.8~8 226. 1389. 8.6 521.7 521.7 39728.~8~ 4~5. 2118. 5.3 526.~ 525.9 .1 4118~.888 688. 3317. 2.4 529.3 528.7 .6 41958.~8~ 51~. 1872. 4.2 538.3 529.7 .6 4285~.~8~ 61~. 1372. 5.8 531.1 531.1 42~9~.~8~ 57~. 3769. 2.1 535.3 535.4 -.1 42178.888 181~. 7437. 1.1 535.4 535.4 4428~.88~ 588. 2812. 2.8 535.7 535.6 .1 4582~.~ 83~. 1614. 4.9 538.8 538.3 .5 47458.8~ 5~. 2144. 3.7 544.2 543.6 .6 4754~. i]~l~ 651~. 2~31~. 3.9 5/~. 3 5~3.7 .6 ~7~.~ 111~. ~127. 1.9 ~.9 ~.~ .9 4767~.~ 1~. 8~15. 1.~ ~9.~ ~8.6 .4 4772~.~ 875. 6747. 1.2 549.~ 548.6 .4 48~5~.~B 248. 2~8. ~.2 549.~ 548.6 .4 1 B9/~9/87 11:1B:17 PAGE I THIS RUN EXECUTED i!9/B9/87 11:1B:17 HEC2 RELEASE DATED NOV 76 UPDATED I'!A¥ 1984 ERROR CORR - ~1,~12,1B3,1~4,1BS,l16 MODIFICATION - 51~,51,52,55,54,55,56 IB~I-PC-XT VERSION 5 APPENDIX 5 GRAPEVINE CREEK - COPPELL, TEXAS PROPOSED BRIDGE REPLACEMENT FLOODWAY - HEC-2 COMPUTER MODEL * WATER SURFACE PROFILES # * U.S. ARMY CORPS OF ENGINEERS * VERSION OF NOVEMBER 1978 * * THE HYDROLOGIC ENGINEERING CENTER * UPDATED MAY 1984 . * 689 SECOND STREET, SUITE B # IBM-PC-XT VERSION . * DAVIS, CALIFORNIA 95618 * RUN DATE 89/~9/87 TIME 11:24:~5 * * (916) 44~-21~5 (FTS) 448-21~5 X X XXXXXX)( XXXXX X)O00( ~ X X X X X X X X X X X X XXXXXXX X)O0( X X)OO(X XX)(XX X X X X X ~ X X X X X X X X XXXXXXX XXXXX X)O(XXXX __ 89/89/87 11: 24: t~6 PAGE I THIS RUN EXECUTED ~9/89/87 11:24:86 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - ~1,82,~,84,~5,~6 MODIFICATION - 58,51,52.5~.54,55,58 IBM-PC-XT VERSION -- C T1 GRAPEVINE CREEK, COPPELL,DALLAS COUNTY,TEXAS T2 EXTENDED FLOOD INSURANCE STUDY (18~YR FIS DISCHARGE) AUGEST 1987 (N/O FILL) __ T~ GRAPEVINE CREEK (547~1 - GROET) - PROPOSED DENTON TAP ROAD BRIDGE Jl ICHECK INQ NINV IDIR STRT METRIC HVINS Q [4SEL FQ J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1.~B .~ -1.B~ .~ .B~B .B~ .~ .¢~ .~ .~ J~ VARIABLE CODES FOR SUltRY PRINTOUT llB.B~B 2~B.B~ .BBO .~ .B~ .B~B .~ .~B .~ -- J5 LPRNT NUMSEC ~'"x'*#***REQUESTED SECTION NLIflBERS******** -- NC .~75 .~75 .~5~ .1~ .~8~ .~88 .~8~ .Z~ .ZZ8 .ZOZ QT 6.~8~ 7508.8~ 1~5~.~8 118~.~8~ 151~.~8~ 165~.~8~ 11880.B~8 .B~ .~ .~ ET .~8 .~8 ,~8~ .BZ8 .~0~ .~8~ 8.1~ 1368.588 1718.5~ .~ PROFILE SECTION M - SURVEY SECTION X1 2~540.~0 24.0~0 150B.0~ 1579.~00 1500.~ 1)~.000 1B90.~0 .000 .000 .~ ~ GR 475.400 1B00.000 47).7~ 11B~.8~0 469.000 1200.0~ 469.400 1)~,0~ 46B.)~ GR 469.7~0 1508.0~ 452.800 1529.~ 452.60~ 1552.~0 468.4~ 1579.0~ 469.5~0 18~.~ GR 470.20~ 1691.~00 480.4~ 175~.0~ 481.000 1747.0~0 481.5~ 1750.00~ 481.~ __ GR 479.400 1770.000 474.~08 1808.B0~ 479.888 1845.00~ 480.008 1900.0~0 48~.280 GE 485.800 1948.~8 48~.~00 1961.~ 482.080 1982.0~0 485.1~0 2~.0~ .000 QT 6.8~ 7500.~00 1050~.~80 118~0.000 151~0.000 18108.0~ 118~0.0~0 .~0 .0~0 ET .~00 .~ .0~0 .8~8 .0~ .000 8.1~8 1897.500 1547.500 X1 21698.Z~0 19.000 1198.0~0 1255.800 1~50.800 1120.0~0 1158.0~0 .00~ .~0~ GR 482.0~0 1000.000 48e.008 1~2~.~0~ 478.08~ 1055.008 476.0~ 1080.~00 474.080 -- GR 472.008 115~.~00 470.008 1190.000 460.~0 1208.888 458.B00 1285.08~ 457.708 GR 458.B0~ 1228.888 460.08~ 12~0.088 47~.0~ 1255.008 472.08~ 1~95.~00 474.~ 1495.000 GR 476.0~0 155~.000 478.08~ 1555.000 480.000 1580.~ 482.00~ 1610.0~0 .0~0 1 09/~9/87 11:24:06 PAGE 2 QT 6.~00 750~.~0 1~5~.0~ 118~.~ 151~0.~0 16~.~0~ 11B~.8~ .080 .0~ .~ ~ ET .000 .000 .008 .~80 .08~ .008 8.1~0 PROFILE SECTION N - SURVEY SECTION 14 X1 226~8.~0~ 16.0~0 1397.00~ 1447.000 118~.000 1080.080 91~.00~ GR 487.700 1080,080 485.200 1100.000 478.60~ 12~0.0~0 474.$00 GE 473.0~ 1397.00~ 458.600 1412.~0~ 459.~E 1425.0~0 461.50~ 1435.~00 474.70~ 1447.80~ -- GR 475.68~ 150~.0~Z 479.3~0 160~.00~ 485.18~ 17~0.000 490.200 Xl 239~.~0~ 11.880 1215.~0~ 1385.~0~ 148~.~ 1100.~ 13~.~0~ GR 458.00~ 180~.000 482.~0~ 1~25.~0~ 48~.~0 1075.~0 478.~0~ 1215.0~8 470.~0 1525.~ GR 463.~ 1355.0~0 47~.~ 137~.~0~ 48~.~ 1385.~ 486.~0Z 1395.~ 488.~Z 14~5.~ QT 6.0B0 75~.0~ 1~50~.~Z 1180~.Z0~ 1510~.0~ 155~0.0~ 118~Z.Z~ .00~ .~0~ .B~ X1 2493~.~Z 18.000 12~.~ 159~.~ 88~.~ 166~.~ 1~3~.~ .~ .~ .~ GR 494.0~0 10~.~ 492.0~0 1025.0~0 49~.0~ 113~.~0~ 488.00~ 114~.8~0 486.~0 115~.B~ GR 484.~0 116~.~0~ 482.0~ 1180.0~0 48~.~ 120~.00~ 47~.~00 SR 470.~ 1375.~0 48~.~ 139~.~ 484.8~0 141~.~ 486.~ 1448.~ 488.0~ C-R 490.8~0 153~.0~ 492.000 1580.000 494.00~ 1620.0~ .~0 .000 .000 .8~ X1 25~85.~ 16.000 1537.~Z~ 1627.8~ 9~.~0~ 18~.0~0 155.00~ 6R 49E.~ 1417.~ 488.E~ 1425.~E~ 486.~EE 1437.ESe 484.~ 1445.EEE 483.EeE 15Ee. EEE GR 48~.7~ 1537.~ 472.~ 156~.~ 467.3~ 1564,~ 467.1~ 1572.~ 467.2~ 1585.~ -- GR 478.4~ 1593.~ 482.5~ 1827.~ 482.4~ 1641.~ 486.~ 175~.~ 488.~ 178~.~0 GR 49~.~ 184~.~ .~ .~ .~ .~ .~ .~ .~ .~ ~ ET .E~ .E~O .E~ .E~8 .E~e .dee 8.1e~ 1534.~ 1623.E~e .~ X1 25135.E~ 18.~E~ 1534.E~E 1623.~e 4e.~Ee 6~.~ 5~.Eee .eEe .E~ .EE~ GR 492.~ 1325.Ee~ 49E.E~e 1417.E~E 488.~0~ 1427.E~ 486.e~ 1437.~e 484.~ 1445.~e~ GR 481.8~e 15E~.EEE 481.4~E 1534.ESe 473.5e~ 1556.~ 467.1E~ 1559.E~ 467.~EE 157E.~e~ m GR 467.1Ee 1584.Ee~ 478.5Ee 1593.e~ 478.4e~ 16~8.~e 484.2~ 1623.~ 485.1E~ GR 486.Ee~ 1765.E~ 488.~E~ 18Es.ee~ 49~.Ee~ 1845.E~e .~e~ .Ee~ .E~ .Ee~ ~ ET .~ .~ .~ .~ .~8~ .~ 8.1~8 11~.5~ 12~5.58~ Xl 25185.8~8 22.8~ 1128.~ 1186.~ 5~.~ 4~.~ 5~.8~ .8~ .~8 .~ GR 494.~ gl~.~ 492.~B 1BSZ.B~ 498.~ 1B1~.~ 488.~ 183~.~ 486.~Z8 1~38.~ GE 484.8~ 1~5~.8~ 482.~Z 1~7~.~8B 48~.~Z~ 1ZS~.~OZ 478.8~ 112~.~ 467.7B~ 1135.8~ GR 467.6~ 114~.~8 469.~ 1166.8~ 47~.~ 1168.~ 475.8~ 1176.~B~ 48~.~B~ 1186.~Z GR 481.~ 1196.~ 482.8~ 12~4.~ 483.~ 12~6.~ 484,~ 12~8.~ 485.~ 13~9.~ GR 49~.~ 1324.E~E 494.eE~ 1335.e~e .Ee~ .BEe .~Ee .EEE .Ee~ .BEE ~ 1 E9/~9/87 11:24:e$ PAGE 3 ET .B~ .~0 .~ .~8~ .8~e .~¢8 8.188 1~72.65B 1172.65~ .~ X1 25235.~ 21.~8~ 1~79.3~ 1166.Be~ 5~.8~ 5~.~¢~ 5~.~8 .Se~ .8~8 .8~ -- GR 494.~ 92~.~ 492.~ 1~.~ 49~.~ 1~1~.~ 488.~0~ 1~2~.e~ 486.e~ GR 484.~ 1~4~.~ 482.~0~ 1~6~.~0~ 48~.5~0 1~79.3~ 477.9~ 1~82.3~ 467.9~ 1~94.4~0 GR 467.9~ 11E6.3~ 469.~ 1145.E~ 475.~0 1156.e~e 48~.~ee 1166.~e 481.8~e 117~.~e~ m GR 482.~ 1184.~ 483.~0~ 1186.~ 484.~ 1188.~ 485.~0~ 1251.~ 49~.~ 1265.~ ET .~ .~ .e~ .~ .ee~ .~ 8.1~ 1~44.65~ 1154.65~ .~ STAT[ON EQUATION ~ 252+8~ - E×[ST[NG STAT[ON ~ 252+85 ~ X1 2528~.~8~ 18.~08 1~46.3~ 1153.e~g 55.gg~ 25.8~8 45.gOg .~¢~ .~ .890 GR 494.88~ 928.~ 492.~ l~.g~ 49~.g80 1~1~.~8 488.g~g 1B35.88B 486.~ 1~4~.~8~ GE 484.8~ 1~43.3~ 482.28~ 1~46.3~ 468.2~ 1~61.7~ 467.4~g 1~69.3~8 469.88~ 113e.e~ GR 475.~ 1141.~ 48~.~ 1151.8~ 481.eg~ 1153.8~8 482.~g 1178.e8~ 484.~ 1174.8~ GR 485.8~ 1214.~ 49~.e~ 1228.~ 494.~ 1239.~ .~ .~ .8~ .~ ET .~ .~ .B~ .8~ .~ .~0~ 8.1~ 1~33.~ 1163.8~ .~ STAT[ON E~UAT[ON ~ 253+25 = £X[$T[NG STAT[ON a 253+35 GE 494.~8~ 91B.~ 491.8~ 1B~.~ 487.~ 1B23.~ 485.~ 1~27.~ 48~.~B~ GR 475.~ 1~42.~ 47~.~ 1~5~.~ 467.8~ 1B55.2~8 467.9~ 1~7~.~ 467.~8~ 1~79.$~ GE 468,5~ 1~86.8~ 469.~ 1129.~ 47~.~ 1151.~ 475.~ 114~.~0~ 48~.~8~ 114g.~ GE 481.~B~ 1152.8~ 482.~ 1168.~ 484.~ 1173.8~0 485.~ 1188.~ 49~.~ 12~1.~ ~ ET .~ .~ .~ .~ .8~ .~ 8.1~ 1~26.~ 1156.8~ .~ STATION EQUATION g 253+75 - EXISTING STATION g 253+85 -- Xl 25375.~ 19.~ 1~.8~ 1182.~ 5~.~8~ 5~.8~ 5~.8~ .~8 .8~8 .~ GR 494.~ 8B~.~ 491.3~ 1~.~ 487.~ 1~17.~ 485.~ 1~2~.~ 48~.~ 1~3~.~ GE 475.~ 1~38.~ 47~.~ 1~47.~ 468.~0 105~.~0~ 468.4~ 1118.~ 467.9~ 1121.7~ ~ GR 469.~0~ 1125.~ 47~.~ 1127.~0 475.~ 1136.~ 48~.~ 1146.~ 481.~ 1148.~ GR 482.~ 1165.~0 485.808 1171.~ 498.~ 1182.8~ 494.0~0 1191.~0~ .~8 ET .~ .~0~ .~ .~ .~ .~8 8.11~ 1127.5~8 1277.5~ .~ ~ X1 25421.~ 11.~0~ 11~0.0~0 13~5.~ 84.~ 10.~ 46.~0 ,~ ,~ .~ GR 495.~ 1000.00~ 495.~ 11~8.~ 489.43~ 1100.~8~ 468.5~ 1147.~ 468.~ 119~.~8~ GR 468.5~ 1235.00~ 481.62~ 1263.0~8 482.~08 1282.~0 491.758 13~5.~ 495.~ ET .~ .0~0 .~0~ .~0~ .~00 .~0 8.11~ 1127.5~ 1277.5~ I ~9/~9/87 11~24~06 PAGE 4 PROFILE SECTION P - SURVEY SECTION lB DENTON TAP ROAD PROPOSED DENTON TAP ROAD BRIDGE X1 25422.~ BT -4.~ 11~0.0~0 495.~0~ 49~.33~ 117~.~0 495.000 49~.57~ 1235.000 495.~0 49~.47~ ~ BT .~ 13~5.080 495.~08 491.758 .~ .~00 .~8~ .~0 .~00 .~8 GR 495.~ 1~8.~8 495.~ 118~.~00 489.430 11~0.000 468.5~ 1147.000 468.3~0 1167.5~ GR 4g~.57~ 1167.5~ 498.57~ 117~.~0~ 468.2~0 1170.808 468.~88 119~.~80 468.5~ 1235.~ ~ GR 4g~.47~ 1235.000 4g~.47~ 1237.500 469.750 1237.508 4B1.62~ 1263.~8~ 482.880 1282.~88 GR 491.750 ET .0~0 .~8 .~0 .~88 .~0 .~08 8.11~ 1127.5~0 1277.5~0 .000 X1 25542.080 BT -4.~8 1188.~8~ 495.~0 490.030 117~.~8 495.~8~ 49~.320 1235.~8~ 495.~ 490.578 BT .~ ~ GR 495.~0 1~.~8~ 495.0~0 11~8.0~0 489.4~ 118~.~80 469.2~8 1147.~0 469.0~8 1167.50~ ~-~ 49~.320 1167.5~ 49~.320 117~.~ 46B.9~ 117~.~00 46B.7~ 119~.~ 469.2~8 1235.~8~ GR 498.57~ 1235.~ 49~.57~ 1237.5~8 478.45~ 1237.5~ 481.62~ 1263.~8 482.~8 1282.~8~ ~ GR 491.75~ 13~5.~8~ 495.~ 13~5.~8 495.~8~ 148~.~8 .~8 .~ .~8~ .~8 ET .~B~ .~ .~8 .~ X1 25543.~ 11.~8 GR 469.2~ NC .~ .~8 .~45 .~8~ .~ .~ .~ .~ ,~ .~ ET ,~88 ,~8 .8B8 ,888 .8~8 ,~8 8.18~ 1~82.588 1172.58~ ,~8~ STATION EQUATION a 255+68 = EXISTING STATION a 255+85 GR 47~.888 1~5~.888 468,988 1~7~,~0 469.~8 1~76.~8~ 469,800 1883,888 47~.~8 1119,888 6R 475.B~ 1128.~ 48B.~ 1136.~E8 481.~ 1138.B~B 482.e~e 1149,~eE 485.~8 1155.BB~ GR 486.~ 1158.~ 49~.~ 12~.~ 492.~ 131~.~ .~ .~ .~ .~ NC .~ .~ .~ .1~ .3~ .~0 .~ .~ .~ .~ ET .~ .~ .B~ .~ .~B~ .~B 8.1~B 1B~1.5~ 1171.5~B .B~ STAT[ON EQUAT[ON 9 256+18 - EXISTING STATION 9 256+35 X1 25618.~B 16.~ 1~22.~BB 1151.~ 2~.8~ 5B.B~B 5B.~BB .BB~ .B~ .8~ SR 47~.B~ 1B52.BBB 469.5BB 1B6B.BBB 47B.BBB 1117.BBB 475.BB~ 1126.BBB 48B.BBB 1134.~BB 6R 481.~BB 1136.B~ 482.BBB 1144.BBB 485.BBB 1151.B~B 486.BBB 1154.~BB 49B.BB~ 1225.BBB ET .BBB .BBB .~BB .BBB .BBB .BBB 8.1B~ 1~14.5BB 12B4.5~ .BBB 1 Bg/Bg/87 11:24:B6 PAGE 5 STATION EQUATION 8 256+68 - EXISTZNG STATION ~ 256+85 GE 495.~BB 1~.~ 49~.~B~ 1B22.~BB 485.~ 1B3B.B~ 485.BB~ l~34.~BB 484.B~ 1B39.~B~ GR 483.BBB I~SB.B~B 462.~ 1B6B.BBB 481.B~ 1B66.~ 46~.BBB 1~71.~ 479.BBB 1B75.BBB GR 478.e~B 1E78.BeB 477.~ 1BBB.BBB 476.~ 1B82.EB~ 4?5.BBB l~84.BEB 47B.Ee~ 1B94.BB~ ~ ~R 469.1BB 1B96.BBB 469.4BB 11B4.BBB 469.1EB 1114.EBB 47E.BBe 1154.Be~ 475.EeB 1162.Be~ ~R 48B.BBB 117~.~B 481.EB~ 1172.BBB 482.BBB 1177.B8~ 485.BEB 1185.~BB 486.BBB 1188.~BB GR 49B.BBE 127E.BBB 492.BBB 1295.BBB .B~ .BBB .BeE .EBB .BeE .EBe ET .BeE .BBB .BEB .BBB .EBe .BEB 8.1EB 12eS.EeE 1388.EBB .BBB STATION EQUATION ~ 257+14 ~ EXISTING STATION ~ 257+35 X1 25714.BEB 17.BBB 121~.BBB 1386.BBB 7e.B~B 4E.BBB 46.~B~ .E~e .~EB .ee~ GR 494.BB~ 93B.EBB 492.BBB 1BBB.BBB 49B.BeB 116~.EBB 488.BBB 118B.EBB 486.eeB 121e.BBB GR 47~.BBB 1351.~B 475.e~B 1359.B~B 48B.BeB 1367.BBB 485,eeB 138~.Ee~ 486.EBB 1386.BB~ GR 49B.BBB 1488.BBB 492.B~B 1498.~B .EB~ .BBB .eeB .BeB .EBB .BBe ET .BBB .BBB .~BB .~BB .~B~ .~ B.1BB 1126.5~ 13~6.5BB .BB~ STATION EQUATIO~I ~ 257+54 ~ EXISTING STATIO~ a 257+85 Xl 25754.BB8 27.BBB 1154.BBB 1279.BB8 45.BBB 3B.B~B 4B.B~B .~BB .~8~ .eBB GE 49B.B~ 1~8.~ 485.B~B 1112.~8 48~.~8B 1123.~8 48~.B~8 1136.B0~ 481.~80 1141.~8~ GR 47B.BBB 1183.BBB 469.1B~ 1281.BB8 469.2~8 12~9.~88 ~7~.~ 1214.~8~ 48~.~B~ 12~.~ GR 48~.~8~ 1242.~8e 479.~8 1245.B~B 478.BB8 1249.~8B 477.BBB 1256.BBB 477.BBB 1268.BBB GR 4B6.BBB 1288.BB~ 49B.BBB 145B.BBB .BBB .BBB .BBB .BBB .BBB .BBB ~ QT 6.BBB 76BB.B~B 1B6~B.BBB 119BB.B~B 151BB.BBB 14588.BBB 119~B.BB8 .B~ .BBB .BBB ET .BBB .BB~ .B~ .B~B .BBS .~B 8.1BB 115B.B~8 1378.B~ .BB~ Xl 25828.~8~ 17.~ 1245.~8 1291.~B 55.8~8 72.8~ 66.~ .~ .~ GR 498.488 1888.888 484.888 1165.888 483.888 1182.888 488.888 1245.888 4?8.888 1255.888 ~ GR 469.388 1258.888 468.488 1275.888 481.888 1291.888 481.888 1378.888 488.888 1419.888 GR 488.888 1484.888 486.888 1485.888 487.888 1588.888 488.888 1525.888 489.888 1555.888 GR 498.888 1578.888 491.888 1585.888 .888 .888 .888 .888 .888 ET .~88 .888 .888 .888 .888 .888 8.188 1845.888 1239.148 X1 26178.888 17.888 1845.888 1898.888 458.888 238.888 358.888 .888 .888 .888 GE 491.888 1888.888 488.888 1845.888 478.288 1865.888 478.288 1888.888 485.888 1898.888 -- GR 484.888 1128.888 483.888 1168.888 482.888 1185.888 481.888 1288.888 481.888 1225.888 ~ 482.888 1248.888 483.~88 1255.888 488.888 1275.888 489.888 1385.~88 498.888 1485.888 GR 491.888 1438.888 492.888 1458.888 .888 .888 .888 .888 .888 .888 1 89/89/87 11:24:86 PAGE 6 ET .888 .888 .888 .888 .888 .888 8.188 1848.888 1148.888 .888 X1 28558.888 18.888 1848.888 1148.888 388.888 358.888 388.888 .888 .888 .888 __ 8R 493.588 1888.888 492.688 1818.888 485.688 1828.888 485.888 1848.888 488.888 1865.888 ~R 471.188 1888.888 471.188 1895.888 475.888 1188.888 488.888 1115.888 483.888 1125.888 P-~ 486.888 1148.888 487.888 1158.888 488.888 1188.888 489.888 1215.888 498.888 1255.888 GR 491.888 1388.888 492.888 1345.888 493.888 1398.888 .888 .888 .888 .888 ET .888 .888 .888 .888 .888 .~88 8.188 1733.888 1843.888 .888 PROF~L£ SECTION ~ - SURVEY S£~T[ON 17 -- X1 26888.888 23.888 1758.888 1826.~88 368.888 388.888 338.888 .888 .888 .888 GR 588.188 1888.888 588.488 1188.888 588.188 1288.888 588.588 1388.888 588.888 1488.888 GR 588.688 1588.888 587.488 1588.888 587.288 1528.888 584.188 1688.888 581.888 1628.888 GR 493.588 1788.888 484.888 1758.888 473.888 1762.888 472.988 1777.888 479.888 1888.888 -- GR 486.788 1826.888 498.388 1988.888 491.688 2888.888 493.888 2188.888 494.788 2288.888 GR 497.288 2388.888 588.288 2488.888 584.188 2588.888 .888 .888 .888 .888 QT 6.888 6788.888 9488.888 18588.888 13488.888 11388.888 18588.888 .888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.188 1888.888 1125.588 .888 ×~ 27858.888 12.888 1823.888 1878.888 185.888 118.888 165.888 .888 .888 .888 8R 493.$88 1888.888 487.888 1823.888 473.888 1824.888 473.888 1845.888 488.388 1858.888 8R 486.988 1878.888 487.388 1184.888 487.688 1116.888 489.988 1164.888 491.788 1264.888 8R 493.888 1354.888 494.588 1464.888 .888 .888 .888 .888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.188 1585.888 2888.888 .888 PROF[LE SECT[ON R - SURVEY SECT[ON I?A Xl 2?488.888 52.888 1926.888 1982.888 368.888 388.888 428.888 .888 .888 .888 8R 589.588 1888.888 586.788 1188.888 583.888 1288.888 498.888 1388.888 497.888 1488.888 ~ SR 495.188 1422.888 492.388 1443.888 491.488 1588.888 489.888 1688.888 491.588 1788.888 GR 491.688 1713.888 492.288 1731.888 492.888 1746.888 493.388 1888.888 493.888 1988.888 GR 495.288 1926.888 476.688 1955.888 474.688 1968.888 473.988 1965.888 474.488 1978.888 ~ 8R 477.788 1978.888 479.388 1988.888 487.488 1992.888 489.288 2888.888 495.288 2826.888 ~ 499.188 2188.888 499.888 2288.888 582.288 2388.888 584.688 2488.888 586.288 2588.888 8R 5B6.888 2688.888 588.488 2788.B88 .88e .888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.118 1968.588 2867.588 PROFZLE SECTION S - SLJRVEY SECT[ON 17B BETHEL ROAD Xl 27548.888 32.888 1958.888 2878.888 148.888 148.888 148.88~ .888 X3 18.888 .888 .888 .888 .888 .888 .888 495.888 498.588 BR 589.788 1888.888 586.788 1188.888 583.888 1288.888 499.288 1388.888 496.188 6R 494.~88 1588.888 492.788 1688.888 492.788 1788.888 492.988 1731.88g 4g$.98~ GR 496.888 1988.888 496.488 1918.888 496.888 1958.888 491.788 1958.888 486.188 GR 484.388 1992.888 488.688 1994.888 477.888 2882.888 475.888 2828.888 475.488 ~R 488.g88 2834.888 481.g88 2836.888 498.288 2865.888 498.588 2878.888 499.488 GR 588.288 2188.888 581.488 2288.888 582.888 2388.888 584.388 2488.888 585.788 89/89/87 11:24:86 ~ GR 586.888 2888.888 586.588 2788.888 .888 .888 .888 .888 .888 ET .~8 .888 .888 .888 .888 .888 8.118 1968.588 2867.588 SB 1.858 2.342 2.588 .888 17.888 4.888 1279.158 3.888 488.288 Xl 27578.888 .888 .888 .888 38.888 38.888 38.888 .888 .288 X2 .888 .888 1.888 498.588 496.888 .888 .888 .888 .BEe X3 18.888 .888 .888 .888 .888 .~88 .888 495.288 498.788 -- BT 2.888 1958.888 496.888 495.8~8 2878.888 499.488 498.588 .888 .~88 NC .865 .~78 .845 .188 .3~8 .888 .888 .88~ .888 ~ ET .888 .888 .888 .888 .888 .888 8.188 1548.848 1992.888 X1 27628.888 32.888 1926.8~8 1992.888 58.888 58.888 58.888 .888 1.688 GR 589.588 1888.888 586.788 1188.888 583.888 1288.888 498.888 1388.888 497.888 6R 495.188 1422.888 492.388 1443.888 491.488 1588.888 489.888 1688.888 491.588 ~ GR 491.688 1713.888 492.288 1731.888 492.888 1746.888 493.388 1888.888 493.888 6R 493.288 1926.888 476.688 1955.888 474.688 1968.888 473.988 1965.888 474.488 SR 477.788 1978.888 479.388 1988.888 487.488 1992.888 489.288 2888.888 495.288 ~ 6R 499.188 2188.888 499.888 2288.888 5~2.288 2388.888 584.888 24~8.888 586.288 ET .888 .888 .888 .888 .88~ .888 8.188 2894.928 2222.~88 PROFILE SECTION T - SURVEY SECTION 19 X1 38138.888 28.888 218~.888 2222.888 1688.888 2888.888 251~.888 .888 -.188 r_~ 512.8~8 1588.BBB 515.~8 1688.8B8 512.188 178~.B88 518.888 1888.8~8 586.3~8 ~ GR 581.888 2~88.888 588.888 2866.888 495.788 218~.8~8 492.4~8 2188.888 484.588 GE 483.8~ 2287.~ 484.8~ 2212.~ 5~2.~8~ 2222.8~ 584.4~ 23~.~ 587.1~8 C,R 518.988 258~.888 511.488 2688.888 512.288 2788.888 512.588 2888.888 513.188 ET .888 .888 .888 .888 .888 .88~ 8.188 2155.588 2245.588 X1 38189.888 42.888 2138.888 2263.888 59.888 59.888 59.888 .888 .888 ~ 6R 517.38~ 1888.~88 516.988 1188.888 516.588 1288.888 516.288 1388.888 515.888 6R 515.388 1588.888 515.888 1688.888 514.688 1788.888 514.288 1888.888 513.788 SR 513.~B~ 2B~.~ 513.2~ 21B~.~ 513.3eE 2138.~ 51~.2~ 2138.8~ 5~3.9~ 2153.eB~ 6R 5~2.~ 215~.~8~ ~94.1~ 2166.~ 49~.1~ 2167.~E ~92.5~B 2173.~B~ ~91.5B~ 218~.~0~ ~ C-R 491.5~ 2181.~ ~87.2~ 219~.~ 487.2~ 2195.~ ~86.8~ 22~7.~ ~86.8~ 22~8.~ GR 487.1~ 2221.~ 487.18~ 2222.B~ 494.5B~ 2254.B~ 494.5E~ 2255.~ 5~.2~ 2248.~E GE 5~.2~B 224g.~ 5~7.2~ 226~.B~ 518.4B~ 2263.~ 513.4~ 2263.~ 513.7B~ 24B~.SBB GR 514.~E~ 25B~.~ 514.4~ 26~B.~BB 514.5B~ 27~.~ 514.7E~ 28~.~B~ 515.1~ 2g~.~ ET .~E~ .~ .8~8 .e~ .~ .~ 8.1E8 2155.5E~ 2245.5~ .aBE PROFILE SECTION U - SURVEY SECTION 2~ ST.LOUIS-SOUTHNESTERN R.R. ~ X1 3B19~.E~ 58.~ 2138.~ 2265.E~ 1.~0E 1.~ 1.~ .~ .~ .~ BT 2.~8~ 2158.~ 513.$~ 51~.2~ 2263.E~ 51~.4~ 51~.4~ .E~ .BBB .B~ GR 517.~E 1~.~ 516.g~ 11E~.~ 516.5~E 12~.~ 516.2~ 15~.~ 515.8B~ 14~.E8~ GR 515.3~ 15~.~ 515.~ 16~.B~ 514.6~ 17~.~ 514.2~ 18~.~ 51~.7~ 19BB.B~ m ~R 513.4~8 2B~.~ 513.2~ 21~.B~ 515.$~ 2138.~ 51~.2~ 2138.~ 5B3.9~B 2153.~E GR 51B.4~ 2153.~ 51~.4~ 2154.~0~ 5~2.B~ 2154.~ 494.1~ 2166.~ 51B.4~ 2166.~E 1 m E9/~9/87 11:24:~6 PA~ 8 GR 51~.4~ 2167.~B 494.188 2167.~ 492.5~ 217~.~ 491.5~6 218~.~ 51~.4B~ 2188.~ ~R 51~.4~ 2181.~ 491.5~ 2181.~ 487.2e~ 2194.~ 51~.4~ 2194.~ 51~.4~ 2195.~ GR 487.2~ 2195.B~ 486.8~0 22~7.~ 51~.4~ 22~7.B~ 51~.4B8 22B8.~ 486.8B~ 22~8.B~ GR 487.1~ 2221.~ 51~.4~ 2221.~ 51~,4~ 2222.~ 487.1~ 2222.~ 494.5~ 2234,~ ~ SR 51~.4~ 2234.~ 51~.4~ 2235.~ 494.5~ 2235.~ 5~.2~ 2248.~ 51~.4~ 2248.~ SR 51~.4~ 2249.~ 5~.2~ 2249.~ 5~7.2~ 226~.~ 51~.4~ 2265.~ 513.4~ 2263.~ GE 513.7~ 24~.~ 514.~ 25~.~ 514.4~ 26~.~ 514.5~ 27~.~8 514.7~ 28~.~ ~ GR 515.18~ 29~.~B 515.4~ 3~.~B~ 515.6~ 31~.8~ .~ .888 .~ .B~ ET .~8~ .888 .~8 .~8~ .~ .~8 8.1~8 2155.58~ 2245.58~ .~E~ ET .88~ .~ .~ .~ .8~ .B~ 8.1~ 2155.5~ 2245.5~ ~ X1 3~281.8~ 42.~ 21~8.~ 2263.~ 1.~ 1.~8 1.~ .~ .8~ .8~ 6R 517.$~0 1~.~ 516.9B~ 11~.~ 516.5~ 12~.~ 516.2~ 13~.~ 515.8~8 14~8.8~8 GR 515.3~ 15~8.88~ 515.~B 16~.~ 514.6~ 17~.~ 514.2~ 18~.8~ 513.7~8 19~8.8~ GR 513.4~ 2B~.~8~ 513.2~ 21~.~ 513.3~ 2138.~0~ 51~.2~ 2138.888 5~3.9~ 2153.~ GR 5~2.~ 2154.~88 494.18~ 2166.8~ 494.1~ 2167.~ 492.5~ 2173.8~ 491.5~ 2188.B~ GR 491.5~ 2181.~ 487.2~ 2194.8~ 487.2~ 2195.~ 486.8~ 22~7.~ 486.8~0 22~8.~8~ GR 487.1~ 2221.~ 487.1~8 2222.8~ 494.5~ 2234.~B 494.58~ 2235.~0 5B~.2~ 2248.~ ~ SR 5~.2~ 2249.~ 5~7.2~ 226~.~ 51~,4~8 2263.~ 513.4~0 2263.~ 513.7~ 24~.~ ~R 514.~ 25~.~ 514.4~ 26~.8~0 514.5~ 278~.~ 514.7~ 28~.B~B 515.1~ 29~.~ ET .~E .e~ .~B~ .~8 .8~ .ese 8.1~ 2~66.950 2222.~8 .88~ X1 3E25~.~ 2~.8~ 2188.8~ 2222.8~8 49.~ 49.80~ 49.~ .~08 .~ .~ GR 512.8~8 15~0.8~ 513.~ 16~8.8~ 512.1~ 17~.0~ 518.~ 18~8.~0~ 586.3~8 19~.~ GR 5~1.8~ 28~.~ 5~.8~ 2~66.8~ 495.7~ 21~.0~ 492.4~ 218~.~0~ 484.5~ 228~.~0~ ~ 483.8~ 22~7.~ 484.8~ 2212.~8~ 502.~ 2222.~ 5~4.4~ 2~.~ 587.1~ 24~.~8~ ~ GR 518.9~ 25~.~8~ 511.4~ 26~8.~8~ 512.288 27~8.8~ 512.5~ 288~.8~ 513.188 2988.~ ET .888 .888 .888 .888 .888 .888 8.188 1754.488 1928.888 .888 Xl 51518.888 19.888 1863.888 1928.888 758.888 588.888 1868.888 .888 -.488 .888 GR 515.588 1888.888 515.388 1188.888 512.888 1288.888 587.588 1488.888 586.588 1588.888 SR 584.788 1688.888 584.788 1788.888 581.888 1766.888 497.588 1888.888 491.188 1865.888 8R 488.288 1869.888 488.588 1876.888 589.688 1928.888 511.488 2888.888 513.288 2188.888 GR 514,888 2288.888 515.888 2388,888 516.488 2488.888 516,888 2588.888 ,888 .888 NC .888 .888 .888 .588 .588 .888 .888 .888 .888 .888 QT 6.888 6788.888 9488.888 18588.888 15488.888 11788.888 1858~.888 .888 .888 .888 ET .888 .888 .888 .808 .888 .880 8.118 1796.888 1914.888 .888 PROFILE SECTION V - SURVEY SECTION 21 SOUTHHESTERN BLVD. Xl 51488.888 29.888 1795.888 1915.888 178.888 178.888 178.888 .888 .888 .888 GE 517.588 1888.888 516.788 1188.888 51S.588 1288.888 512.988 1588.808 518.58~ 14E8.8~ GR 588.588 1588.888 S~8.188 16~.8~ 5~8.488 1788.88~ 589.188 1795.888 584.58B 1797.8~ GR 495.288 1818.888 495.588 1826.~8~ 495.5~8 1829.88~ 488.7~8 1845.888 488.B88 1849.8~B GR 491.188 1884.888 491.188 1887.888 494.688 1889.~8~ 58S.8~ 1915.888 S85.9~ 1915.~ GR 589.188 1915.888 511.188 2888.8~8 S15.18~ 2188.~ 514.9~ 2288.8~8 516.188 2588.8~ GR S18.8~8 248~.~88 517.188 2588.8~8 S17.1E~ 2688.B8~ 516.8~8 2788.8~8 .888 .888 89/89/87 11:24:86 PAGE 9 J ET .888 .888 .888 .888 .888 .808 8.118 1795.588 1914.588 .888 58 1.858 2.118 2.588 .888 64.788 6.8~8 1581.988 1.845 491.188 491.188 Xl 51588.888 .888 .888 .888 28.888 28.888 28.888 .~88 .888 .888 ~ X2 .888 .888 1.888 586.188 589.188 .888 .888 .8~8 .8~8 .88~ X3 18.888 .888 .888 .888 .888 .88~ .888 586.188 586.188 .888 BT 2.888 1795.888 589.188 586.188 1915.888 589.188 586.188 .880 .888 .888 ET .888 .888 .888 .888 .888 .888 8.188 1812.888 1256.888 .88~ HALFF ASSOC. SURV. SECN. AA (IMPROVED CHAN~EL) START A.H.H. CHAI~EL IRPROVE~ENT DATA GR 589.688 188~.888 492.748 1871.888 492.548 1158.8¢8 498.548 1158.888 498.748 1173.888 GR 489.948 1189.888 488.648 1192.888 489.348 1196.888 495.848 12~3.888 515.868 1268.88~ ~ ET .88~ .888 .888 .888 .88~ .888 8.188 1822.758 1278.758 .888 HALFF ASSOC. SURV. SECN. BB ([~PROVED CHAM~L) Xl 52748.888 13.888 1888.888 1293.58~ 998.888 99~.~88 998.88~ .888 .8~8 .8~8 GR 511.478 1888.888 495.578 1867.888 495.778 1889.888 493.578 1186.88~ 495.778 1117.~88 SR 495.278 1128.888 493.878 1152.888 495.178 1157.888 494.578 1157.888 495.678 1283.888 ~ ~ 518.578 1272.588 511.178 1286.588 512.678 1293.588 .888 .888 .~88 .888 QT 6.888 7588.~8 18888.888 11288.888 14288.888 11788.888 11288.888 .888 .888 .888 ~ ET .888 .888 .888 .8~8 .888 .888 8.188 1842.888 1589.888 .~88 HALFF ASSOC. SURV. SECN. CC (IMPROVED CHANNEL) ~ X1 ~4~45.~ 19.~ 1~.~ 1351.~ 1~5.~ 1~5.~ 13~5.~ .~0 .~ .~ GE 518.5Ee 1E~.EeE 499.9eE 1E69.EeE 499.3Ee 1e81.EE~ 498.38e 1E93.E~ 499.3~e 11~1.~ GE 499.~gg 1128.g~ 4gT.6gg 1142.Bg~ 4g$.lgg 1162.~g~ 496.1~ 1182,Bgg 499.5~ 11gT,g~g ~ GE 499.$~ 12g7.g~g 497.7gg 1216.~gg 495.~g 1226.~gg 497.8~B 1237.~gg 498.9~g 1244.~Bg ~ 498.9~g 1268.~gg 512.9~ 13lg.g~g 51~.73g 1~24.~g~ 516.55~ l$51.BBg .BB~ .~ ~T 6.~Bg 73gg.~g~ lgggg.~g 112g~.g~g 142~.~ 117g~.~ 112gg.Bgg .~ .~ .gg~ ET .g~ .~ .~ .~ .~ .~ 8,11~ 1~$7.5~ 1291.5~ .~ HALFF ASSOC. SUEr. SECN. DD (INPR0VED CHN~EL) Xl 3433B.~ 52.8~ 1~.~0~ 1329.~ 285.8~8 285.~ 285.~ .8~ .8~ .~8 BT 2.e~ 1~.~ 518.~ 515.~ 132~.~ 517.8~ 514.8~ .e~ .8~ .e~ ~ 6R 518.23~ 1~.~ 51~.47B 1~$2.~ 515.~ 1~32.~ 515.~ 1~33.8~8 51~.238 1~33.B~ GE 5~2.478 1~65.8~ 515.~ 1865.~ 515.~8 1~66.~ 5~2.35~ 1~66.~ 499.17~ 1~92.~ SE 498.678 1~97.~ 498.68~ 1898.8~ 515.~ 1~98.~8~ 515.8~ 1~99.~ 498.69e 1~99.~8 GE 498.87~ 1117.~ 499,478 1123.8~0 5~.35~ 1131.~ 515.~ 1151.~B~ 515,~B 1132.~ ~ GE 5~.46~ 1132.~ 5~.57~ 11~3.~0 499.56~ 1164.~ 515.~8~ 1164.~B~ 515.~ 1165.B~ GE 499.53~ 1165.~8~ 499.17~ 1176.~ 498.B7~ 1187.8~ 499.17~ 1194.8~ 499.62~ 1197.B~ SE 515.~ 1197.~ 515.~ 1198.~0~ 499.77~ 1198.~ 5B~.37~ 1282.~ 582.27~ 1225.~ ~ SE 5B2.$B~ 123~.B~ 515.~ 123~.8~ 515.~ 1231.8~ 5~2.31~ 1231.B~ 5~2.52~ 1263.8~ GE 515.~ 1263.8~ 515.~ 1264.~ 5~2.52~ 1264.8~ 5~2.57~ 1271.~8~ 5~9.75B 1296.~ 1 B9/~9/87 11:24:~6 PASE 1~ GE 514.90~ 1296.~E 514.9E~ 1297.Eee 51e. E4e 1297.eee 514.63~ 1313.~ee 515.53~ 1326.ee~ ~ GE 514.8~ 1329.~ 517.83~ 1334.~ .~ .~ .~ .~ .~ ET .E~ .~0 .dEE .Ee~ .~ .e~ 8.11~ 1~37.5B~ 1291.5BB .EBB Xl $434~.~0~ .~0 .~ .~0~ 1~.~ 1~.~ 1~.~08 .~8 .B~ .~ X2 .~ .~ .~ .~ .e~ .~ 1.~ .~ .~ .~ ET .~ .8~ .~ .~0~ .8~ .~ 8.1~ 1B36.5~ 1295.5~ .8~ HALFF ASSOC. SURV. SECN. EE (IMPROVED CHNNINEL) ~ X1 $487~.~0~ 18.e~ 1~.~8 1~32.~ 53~.~ 5~.8~0 53~.~ .~ .~8~ .~8~ SE 519.25~ 1~.~ 5~1.96~ 1866.~ 5~2.~6~ 11~4.8~0 5~1.76~ 1148.~ 5~1.26~ 1158.~e~ GE 5~1.76~ 1166.~ 5~2.76~ 1175.~ 5~2.~6~ 1262.8~ 518.85~ 1316.~80 52~.25~ 1332.~ HALFF ASSOC. suer. SEC:N. FF MOVED 12B' TO D.S. FACE FREEPORT PKHY. BT 2.~ 1~.~8 521.5~ 515.8~ 1~2.~ 528.~0 514.1~ .~e~ .e~ .ee~ ~ GE 521.5~ 1~0.8~0 515.8~ 1~.~0~ 514.2~ 1~2.8~ 512.1~ 1~29.B~ 585.$8~ 1~49.~8~ BE 5~.1~ 1~75.8~ 5~.98~ 115~.~ 5~5.~ 1225.8~ 5~4.8~ 1249.~ 512.18~ 1271.~e~ GE 512.8~ 13~e.8~0 514.1~ 1~82.~ 52~.~0 13~2.~e .~ .~ .~0~ .~ ~ ET .~ .~ .~ .B~ .~B .~0 8.11~ 1~23.~ 1281.~ .~ HALFF ASSOC. SURV. SECN. FF U.S. FACE FREEPORT PKNY. ~ Xl ~557~.~ .~ .~ .~ 12~.~ 12~.~ 12~.~ .~ .~ .~ X2 .~ .~ .E~ .~ .~ .E~ 1.~ .~ .~ .~ -- ET .~ .~ .~ .~ .~ .~ 8.1~ 1~36.~ 128~.~ .~ Xl 3577~.~ 14.Ee8 18~8.~8 1316.88~ 2~.~E 2~.~8~ 28~.~8 .~B8 .8~ .E~ GE 52~.11~ 18~.~ 5~5.818 1~57.~ 5B4.~18 1B8~.~8~ 5~1.71~ 1~9~.~ 499.~1~ 11~.~ GR 5~2.11~ 11~8.~ 5~4.71~ 1114.~ 584.~18 1159.~8~ 5~3.71~ 1168.B88 583.61~ 1174.~ ~ 58~.41~ 1189.88~ 5~4.71~ 12~4.~ 5~7.81~ 1258.8~ 522.~18 1516.~0~ .~88 .~ ET .8~B .~ .E~ .~8 .88~ .~8 8.18~ 1~42.45~ 1222.45~ .eS~ HALFF ASSOC. suer. SECN. GG (TRANSZTZON BACK TO NAT. CHANNEL)-- -- APPROX. NEAR OLD COE STA. 3755B. X1 $597~.~e 1~.~8 188~.8~ 1264.98~ 288.~8~ 288.~ 2~.~B .8~8 .8~0 .~88 GE 519.~1e 1~.~88 514.378 1837.988 58~.~E~ 1881.8~8 5~.~ 1129.668 499.418 11~1.4~ GR 58~.~8 1132.77~ 5~8.~ 1181.~88 514.76~ 1225.27~ 528.418 1257.9~8 521.218 1264.98~ ET .~ .~88 .88~ .~ .~ .8~8 8.1~ 1888.248 1245.248 .~8 1 ~9/89/87 11:24:B6 PAGE 11 HALFF ASSOC. SURV, SECN. "A" (1/29/85) BAF X1 3614~.~0 7.80~ 1868.86~ 1256.62~ 2~.~0~ 13~.~0~ 17~.88~ .8~e .~80 .~ ~ GR 52~.5~ 180~.~0~ 518.38~ 1~68.86~ 5~1.~ 1121.~ 5~1.~8~ 1211.8~ 516.210 1256.628 OR 516.3~ 1258.~0~ 516.6~ 1264.e~0 .~ .~0~ .8~ .~ .~ .~ ET .~ .~ .8~ .~ .~ .~ 8.1~ 1~63.33~ 1218.33~ .~ HALFF ASSOC. SURV. SEON. "B" (1/29/85) BAF -- X1 3636~.~ 6.~ 1~5~.73~ 123~.938 22~.~ 22~.~ 22~.~ .~ .~ .~ GR 522.~8 1B~8.~0~ 519.498 185~.73~ 5B1.4~ 11~5.~ 5~1.4~ 1185.~ 516.71~ 12~.93~ ET .~ .B~ .~8 .~8 .~8 .~ 8.1~ 1~.75~ 1142.75~ .~ HALFF ASSOC. SURV. SECN., TRANS[STION TO CONCRETE (COE STATIONING) X1 ~8255.8~ 7.~ 985.8B~ 1157.7~ 75.~ 75.~ 75.~ .~ .~ .~ GR 522.4~ 9~0.~ 522.4~ 985.8~ 5~2.~ 1~47.~ 5~2.~ 1117.~0~ 515.57~ 1157.?~ -- ~ 516.788 12~7.~ 52B.~ 1325.~ .~ .~B~ .~8~ .~ .~ .~8~ ET .~8 ,88~ .~8~ .~ .88~ .~ 8.1~ 1~.75B 1142.75~ .~8 38255 REPEATED, TRANSITION TO CONCRETE (COE STATION]NG) ~ X1 3826~.~ 7.~8 985.8~ 1157.78~ 5.~ 5.~ 5.~ .8~8 .~ .~8 GR 522.4~8 9~8.~ 522.4~ 985.8~ 5~2.~ 1~47.8~ 5~2.~ 1117.~ 515.57~ 1157.7~ 8R 516.7~ 12~7.~ 52~.e~ 1325.~ .eBB .B~ .B~ .~ .~ .~ ~ ET .~ .~ .~ .~ .~ .~ 8.1~ 27~7.~ 2823.~ .~ PORTION OF COE SECN. $8~8~., BO'I'TON OF DROP Xl 383~.~ 11.~ 267~.~ 286~.~ 8~.~ 8~.~ 8~.~0 .~ .~ GR 526.2~8 2638.~e8 526.2e~ 263~.~8~ 526.2~e 263~.~e~ 526.2Ee 263~.~8e 515.~e 267~.~e GR 51~.91~ 27~.59e 5~2.2~ 273e.eE8 5E2.2ee 28~.E~ 514.g5~ 2825.~9e 515.~e 2868.Be~ m GE 525.1~ 28g~.~ .Bee .8~ .~ .~ .~e .~ .~ .~ PORT[ON OF OOE SECN. 3838~.. TOP OF DROP ~ OR 526.28~ 263~.~ 526.2~ 255~.~ 526.2~ 265~.8~e 526.2~e 263~.8~ 515.4~ GE 514.g3~ 27~2.74B 511.3~ 271~.8~ 511.3~ 282~.8~8 514.97~ 2827.548 515.~8~ 2868.~0~ I ~9/~9/87 11:24:86 PAGE 12 QT 6.~ 73~8.888 188~.~8~ 1128~.8~8 142~.~ 1~5~.~8 1128~.~ .~ .~8~ .888 ET .~ .~ .~ .~ .~ .~ 8.11~ 263~.~ 289~.~ .~ D.S. FACE OF W. BOUND [.H. 635 Xl 3838~.~ 15.~ 267~.~ 28B~.~ gs.~ 95.~ g5.~ .~ .4~ .~ X3 .~ .~ .~ 263~.~ 529.2~ 289~.~ 529.2~ .~ .~ .~ GR 559.4~ .~ 548.5~ 3~.~ 531.5~ 14~.~B~ 525.8~ 263~.~ 515.~ 267~.~8 GR 514.8~ 274~.~ 511.~8 2752.~ 511.B~ 2772.B~ 514.~ 2784.~ 515.~ 2868.B~ ~ GR 524.7~ 289~.~ 521.2~ ~8~.~ 521.2~ 42~.B~ 526.8~ 54~.~ 534.3~ 55~.~ ET .~ .B~ .~8 .~ .~ .~ 8.11~ 263~.~ 2898.~ .~ m S8 1.~5~ 1.2~ 2.5~ .~ 185.~ 4.~ 3920.8~ 7.5~ 511.~ 511.~0~ U.S. FACE OF W. BOUND [.H. 635 X2 .~ .~ 1.~ 528.78~ 532.8~ .~ .~ .~ .B~ .~ X3 .~ .~ .~ 263~.~0~ 529.2~ 289~.~ 529.2~ .B~ .~ .~ ~ BT 6.~ .~ 559.5~ .~ $~.~ 556.5~ .~8~ 14~.~ 539.5~8 .8~0 BT 38~.~8~ 52g.2~ .B~ 42~.B~B 529.2~ .~ 55~.B~ 534.3~ .8~ ET .e~e .B~B .~SB .~ .~BB .~ 8.1B~ 263~.~B~ 289~.B~ .BB~ VALLEY SECT[ON BETt. IEEN [.H. 635 BR[DSE$ X3 .~ .~ .~ 263~.~ 529.2~ 2898.~ 529.2~ .~ .e~8 .~8 D.S. FACE OF E. BOUND I.H. 635 X1 3858~.~ .~ .~ .~ 8~.~ 8e.~ 8~.e~ .e~ .4~ .~ X3 .~ .~ .~ 263~.~ 529.2~ 289~.~ 529.2e~ .E~E .E~ .~ ET .~ .~8 .~ .~ .~ .~ 6.1~ 263~.~ 289~.~ .~ SB 1.~5E 1.2Re 2.584 .Ee~ leS.E~e 4.eRe 392E.~e~ 7.5~E 512.2~ 512.2~ ~ u.s. FACE OF E. BOUND [.H. 635 X1 3862~.~ .E~ .~ .~ 48.~ 4~.~e~ ~.~ .8~ .1~ .~ __ X2 .~ .~ 1.0~ 528.7~ 532.8~ .~ .~ .8~ .~ .~ X3 .~ .~ .~ 263~.~ 529.2~ 269~.~0~ 529.2~ .8~ .~ .~ BT 6.~B~ .~ 559.5~ .B~9 3~.~ 556.5~ .8~ 14~.8~ 539.5~ .~ BT 38~.~ 529.2~ .B~ ~2~.~ 529.2~ .B~ 55~.~e 534.3~ .~ .B~ 1 ~9/~9/87 11:24:~6 PAGE ET .~8 .~ .8~8 .~8 .~ .E~ 8.1E~ 263~.~8 289~.~8 .~ Se' U.S.E. BOUND I.H. 635 -- X3 .~ .~ .~ 263~.~ 529.2~ 289~.~ 529.2~ .~ .~ .~ NC .~65 .~6~ .~45 .~ .~ .~ .~ .~ .~ __ ET .~ .~Z~ .~08 .~Z .~Z~ .~ 8.10Z 1517.B~Z 1922.~ .~ZO PROFILE SECTION Z - SURVEY SECTION 25 X1 3972~.~ 23.Z~Z 1713.~Z~ 1726.~Z0 25.~Z 75~.~ 1858.~Z~ .e~ .~Z~ .~ GR 526.5~ I~.~Z 526.3~ 11~.~ 526.2~B 12~Z.~ 525.9~ 13~.~Z~ 525.7~ GR 525.788 15~.~ 519.5~ 16Z~.~ 519.38~ 17Z~.8~ 519.~ 1713.~8~ 517.18~ 1715.~e~ -- C~ 517.~ 1723.~ 518.8~ 1726.~ 521.4~ 18~.~ 522.~ lg~.~ 522.5~ 2~.~ ~ 524,4~8 21~,8B8 526,88~ 228~,~88 526.48~ 23~.888 526,7~ 248~.~88 526.988 25~.88~ ~ 527,38~ 26~,8~ 528,~88 2788,888 528,6~ 28~8.8~ ,~ ,~ ,~8~ .~ ~ END OF A.H.H, CH/e4NEL [~PROVE~ENT BATA Xl 4118~.B~B 16.8~0 25~6.~8 2552.8~8 15~.~ 16~0.8~ 146~.B~ .B~ .~8 .88~ __ SR 532.~ 43~,8~ 527.5~ 18~.88~ 528.2~8 1748.8~ 525.~8 226~.~ 523.~0~ GR 521.2~ 2536.8~ '51g,48~ 2542,~88 519,~ 2546,8~ 521,2~ 2552,~ 522,~ 2612,~ GR 525,~ 275~.e~ 526,8~ 275g,~8 528,~ 2781.8~ 529,~ 2944,~8~ 53~.~ 3896.~8 ET .~ .~8~ .~8 .~8~ .~ .~0 8.1~ 1545.5~ 2~55.5~ .~ ~ 1~' D.S. RADIO RD X~ ~195~.B~ 29.B~ 1791.BB~ 181~.~ 778.~ 778.B~ 778.B~B .B~ .18~ .B~ GR 54~.~ .~ 539.~ 1~.~ 538.~ 2~.~ 537.~ 3~.~ 536.~ -- GR 529.5~ 1~.~ 529.4~ 11~.~ 529.4~ 12e~.~e~ 528.6~e 13~.e~ 529.4~ 14~.~ 6R 529.~ 15~,~8~ 529,7e~ 16~.e~ 527.9~ 178~.~ 524.5~ 1715.~ 522,~ 1791,8~ 6R 521.7~8 1797.~ 52~.7~ 18~.~8 521.7~ 18~8.~ 522.5~ 181~.~ 525.8~ 19~.~ 6R 528,2~ 2~,~ 529.7~8 21~8.~ 529,8~8 22~0.~ 5~.2~ 2~.~ 55~.48~ 248~,~ 6R 5~,68~ 25~.B~ 5~.8~ 26~.~ 5~.~ ~7~.8~ 55~.~ 44~,88~ ,~8~ .~ ET .~ .~B~ .~ .~ .B~ .~ 8.18~ 15~6.~ 2116.~ .~ D.S. FACE RADIO RD, PROFILE SECTION AA - SURVEY SECT[ON 26 X3 1~.~ .~e~ .~8~ .~ .ES~ .8~ .~ 527.1~ 527.~ .~ GR 529.8~8 15~.888 529.6~ 1688.~88 529.7~ 17~.~ 529.788 176~.E~ 527.1~ 1765.8~ GR 523.5~ 1771.~ 522.3~ 1788.~ 521.~ 1793.~8 521.5~ 1819.~ 522.1~ 1826.~ GR 523.88~ 1834.8~ 527.~ 1842.88~ 529.888 1842.8~ 529.5~ 198~.88~ 529.3~8 1 ~9/~9/87 11:24:86 PAGE 14 GR 529.9~8 21~.88~ 538.7~8 GR 531.8~ 26~.~8~ 552.188 27~8.8~8 532.5~8 288~.888 548.8~8 38~.~ 55~.8~8 45~.~ m ET .~8 .~ .~8 S8 1.858 2.268 2.5~ .~ 79.~ .~8~ 47~.95~ .~ 521.1~ 521.1~ m U.S. FACE RADIO RD SECT #26 X2 .~ ,~0 1.~88 527.18~ 529.7~8 .~8 .8~8 .~8 .~88 .888 BT 2.~ 1763,~ 52g.7~8 528.6~8 1842.~ 529.8~8 528.688 .~ .~88 .888 PROFILE SECTION BB - SURVEY SECTION 27 GR 54~.~8~ .8~8 539.~8 GR 529.5~ 1888.8~ 529.4~8 m GR 529.488 15~8.88~ 529.788 1688.888 527.988 1788,~88 524.58~ 171).~8 522.~ 1791.~8~ GR 521.7~ 1797.~88 528.788 GR 528.2~ 28~8.~8~ 529.788 PROFILE SECTION CC - SURVEY SECTION 28 X1 442~8.888 32.~ 174~.~8~ 1786.~8~ GR 535.9B~ 1~.~ 535.2~ PaR 533.2EE 15E8.eE8 53~.8~ 16eE.EeE 528.8~ 16~.EE~ 527.7Ee 17Ee. EEe 525.8~ 17~e.~EE GR 52~.g8~ 1757.e~e 525.~ 1768.~ 531.9~ 1786.~ 531.g~ 18~.~ 532.2~ lg~.~ 6E 532.3~ 2~.~ 532.$~E 21~.~e 532.5~ 22~.~ 532.~ 23~.~ 532.2e~ 24~.~ GR 531.8Ee 25E~.ee~ 532.3~ 26Be. BE8 552.5eB 27e~.eee 532.9~e 2Bee. Bee 533.3e~ 29eE.~eE ET ,Bee .Bee .Bee .Bee .Bee .Bee 8.lee 1858.5ee 2488.588 .Bee PROFILE SECTION DO - SURVEY SECTION 29 X1 45B2e.eeE 26.eEe 216e.eee 21B7.eee 14ee.eEE ieEe. Bee 162E.BBB .eeB .eee .eeB GR 5$B.2ee 15ee.eee 5)B.BeE 154B.eee $3B.7Be 1582.EEE 5~7.8eE 16ee.eEe 537.7eE 17BB.eE~ GR 53B.2ee 18EE.EEE 5)7.BEe lgEE.EEE 538.2Ee 2EEE.BEB 5)B.4eB 2eEB.BEE 5~$.4Be 2Bg4.eBe GR 5)).eBe 21$B.BEE 5)1.BEE 2182.EEE $31.BEB 21BS.B~E 5)).IBB 21B7.B~B 533.7BB 22BB.BBB eg/eg/B7 11:24:e6 PAGE 15 PROFILE SECTION EE - SURVEY SECTION 3e X1 4745e.eEe 26.EeE 2349.BEe 2369.BEe 125e.Eee 135e.EEE l$3e.eEe .Bee .BEe .EBB GR 545.7Ee leeE.EeE 544.9Ee 1lee. BEe 544.3Ee 12eE.EEE 543.6Ee 13Be. BEe 542.8ee 14eB.eeE GR 54e. EEe 2Eee. EeE 541.2Ee 2lee. BEe 541.6BB 2166.EEE 541.6EB 2182.BBe 541.4EB 22Be.Bee GE 54e.3ee 2289.EeE 536.9Ee 23Ee. B~B 535.8eB 2349.EBB 532.1BB 2363.BEe 535.4EE 2369.BBB GR 536.8Be 24Be.BBB 542.eEB 24?5.BEE 541.6BE 25~E.BBE 542.5BB 26EE.EEE ,543.5EE 27BE.EeE -- GE 5/~-.6Ee 28~e.B~e .eBB .Bee .EeE .eBB .eB~ .Bee .Bee .~Be D.S. COUNTY LINE RD Xl 4754E.eEe 35.888 1511.Bee 1591.eee le.~ee 2Be. BEE 9E.eeE .Bee .5EE .eBB GR 544.3EE 5e.eEE 543.68e 15e.eEE 542.8Ee 25E.EEE 542.5ee 35E.EeE 542.1ee 45e.BEe GR 541.7ee 55e.eeE 541.1ee 65E.EEE 541.BEe 75E.eeE 54e.8EE 85e.eee 541.2ee 9se. BEe GR 541.3ee 1lee. Bee 541.5EE 12EE.eee 541.2ee 13EE.EeE 541.7Ee 14eB.eEe 541.7Ee 15Be. BEE GR 534.5ee 1542.Bee 534.9EB 1544.BEe 535.3EE 1565.EeE 536.4Ee 1584.Bee 558.4ee 1591.Bee GR 541.7B~ 1591.BBB 541.4eB 16eB.B~e 541.6~e 17eB.Ee~ 541.4eB 18E~.~0 541.5E0 19~e.BB~ ET .EBE .eBB .BEe .eBB .EBB .eBB 8.lee 996.Bee 21es.Bee .Bee -- D.S. FACE GOUNTY LINE RD, PROFILE SECTICfl FF - SURVEY SECTION 51 X1 4764e.eee 37.EEE 1511.Bee 1591.BEE lee.BEe lee. BEe lee.Bee .Bee .Bee .eBB GR 544.5Ee 5E.EeE 543.6EE 15e.eee 542.8ee 25e. EBE 542.5E~ 35e. BEe 542.1eB 4Se. BEE GR 541.788 558.808 541.100 658.~88 541.800 ?58.000 540.800 858.000 541.200 958.B~B 6R 541.388 1188.888 541.388 1288.880 541.200 1380.800 541.700 1400.000 541.788 1500.888 ~ ~R 541.800 1511.000 538.600 1511.~88 531.~00 1525.800 530.700 1529.88e 554.8~8 1535.80~ GR 534.E~Z 1537.000 554.5~ 1542.Ee~ 534.900 1544.~0E 535.3~ 1565.B~0 535.3~8 1567.88~ GR 536.400 1584.000 538.400 1591.~8~ 541.700 1591.800 541.4~8 160~.~80 541.6~ 17~0.880 GE 541.48~ 18~0.8~8 541.58~ 190~.808 543.8~ 2800.~0 542.800 2812.800 542.4~ 21~0.080 6R 544.000 2280.880 545.78~ 2300.000 .8~ .E00 .~00 .~ZO .888 .E80 m SB 1.85~ 2.7~5 2.5~ .000 65.5B~ 4.~Z 416.780 1.125 534.4E8 534.480 U.S. FACE COUNTY LINE RD SECT /'51 X2 .880 .~0~ 1.~8~ 548.4Z0 541.780 .~88 .88~ .~BO .E88 .~00 BT 2.8Z~ 1511.~0~ 541.8~ 548.4B0 1591.000 541.7~8 54~.4~8 .880 .000 .~80 1 ~9/09/87 11:24:B6 PAGE 16 ET .880 .~0~ .~8 .e~O .~08 .800 8.1~0 1113.588 1988.500 50' U.S. COUNTY LINE RD Xl 47728.8~0 35.000 1511.880 1591.800 5~.888 58.0~0 50.088 .808 .388 GR 544.3~0 58.800 543.600 150.880 542.800 250.888 542.508 358.888 542.1~8 GR 541,788 558,088 541.100 658.~08 541.000 758.000 54~.80~ 850.000 541.2~0 GE 541.38~ 1180.8~8 541.300 128~.~0~ 541.200 13~8.000 541.700 140~.800 541.7~0 8R 541.88~ 1511.~8 538.68~ 1511.~8 531.8B0 1525.~08 53~.788 1529.888 534.800 8R 534.500 1542.080 534.988 1544.~00 535.3~0 1565.B0~ 536.408 1584.B~ 538.4~8 1591.880 GE 541.7B~ 1591.888 541.400 168~.000 541.5~0 1780.~0~ 541.400 18B8.8~8 541.588 1988.000 GR 543.~Z0 2E00.000 542.8~0 2~12.~8~ 542.400 218B.~OB 544.880 22~.8~0 545.7B0 2300.800 PROFILE SECTION GG - SURVEY SECTION 32 X1 48350.800 25.00~ 2138.~08 2308.000 608.Z0~ 300.000 630.~80 .E80 .~00 ~4~ 549.500 1808.880 546.900 1100.000 546.80~ 1200.080 545.700 1388.~88 544.900 GR 544.18Z 15~0.808 544.580 1688.~00 544.100 1780.0~0 544.208 180Z.~8~ 544.808 6R 543.90B 2888.8~0 544.28~ 2108.~0~ 543.40~ 2130.~ 537.9~Z 2154.~0~ 535.4~ GE 537.7~ 2257.880 539.108 230~.B0~ 539.600 24~8.0~0 539.60~ 2423.~8~ 543.28~ 2451.800 GR 544.100 2580.880 544.5~ 260~.~0~ 545.98~ 27~.0~Z 546.6~ 280~.800 547.70~ 29~.~0 09/09/87 11:24:06 PAGE 17 THIS RUN EXECUTED 09/09/87 11:26:19 HEO2 RELEASE DATED NOV 76 UPDATED I~Y 1984 ERROR CORR - ~1,82,~3,84,85,E8 MODIFICATION - 58,51,52,53,54,55,56 IBM-PC-XT VERSION T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY. TEXAS (FIS 18~ ~EAR DISCHARGE) T2 EXTENDED FLOOD INSURANCE STUDY (ET RUN) SEP 1987 (W/O FILL) T3 GRAPEVINE CREEK (54781 - GROET) - PROPOSED DENTON TAP ROAD BRIDG Jl ICHEC~ INQ NINV IOlR STRT NETRIC HVINS Q ktSEL FQ J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 ~ ~9/~9/87 11:24:88 PAGE lB THIS RUN EXECUTED ~9/89/87 11:27:28 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 81,~2,~3,~4,~5,~6 MODIFICATION - 5~,51,52,5~,54,55,56 IBM-PC-XT VERSION NOTE- ASTERIS~ (*) AT LEFT OF CROSS-SECTION NLI~BER INDICATES MESSAGE IN SU~RY OF ERRORS LIST GRAPEVINE CREEK (54781 - SL~RY PRINTOUT TABLE 118 SEC;NO Q,,ISEL DIFKNS EG TOPWID QLOB OCH QROB PERENC STENCL STCHL STCHR STENCR 2~54~.~ 472.81 .8~ 473.49 582.81 2942.43 8121.37 736.19 .~ .~8 15~8.~ 1579.~ .~ 2~54~.~8~ 473.81 1.~8 474.57 337.36 18~9.94 8841.66 1148.41 35~.8~ 1368.58 1588.~ 1579.80 1718.58 2169~.~ 475.72 .88 476.66 441.58 898.45 B175.76 2733.79 .~ .~ 119~.~8 1255.~ .8~ 2169~.~ 476.56 .84 477.57 25~.~ 1199.79 8719.77 188~.45 25~.~ 1~97.5~ 119~.~ 1255.~ 1347.5~ 226~.~ 478.81 .88 479.88 389.87 3413.62 77~2.98 683.47 226~.~ 479.47 .66 481.88 2~.8~ 1926.1~ 8996.79 877.11 2~.~8 1322.~ 1397.88 1447.~8 1522.~ 239~.8~ 482.34 .~8 482.91 365.31 862.23 18934.27 3.58 .~8 .~ 1215.~8 1385.~ .~8 239~8.8~8 483.36 1.~2 483.93 198.6~ 136.34 11655.3~ 8.36 2~.~ 12~.~ 1215.88 1385.~ 14~.~ 2493~.ed8 484.81 .88 484.56 258.11 184.67 11649.85 45.48 .88 .88 1288.88 1398.d8 .dd 24938.8d8 484.83 .82 485.32 198.88 .Sd 11888.88 .88 198.88 1288.8~ 1288.88 1398.88 1398.8d # 25885.888 483.99 .88 487.85 243.45 297.88 11378.41 123.71 .88 .Sd 1537.8d 1627.dB .dd # 25d85.88d 483.15 -.86 487.31 98.88 .88 11888.8d .88 98.88 1537.8d 1537.d8 1627.d8 1627.dd m 25135.888 485.91 .88 487.55 316.85 967.58 18761.74 ?8.77 .eS .88 1534.88 1623.BB .~d 25135.Edd 485.87 -.85 488.83 89.~d .88 118dd.Sd .88 89.88 1534.~ 1554.88 1623.~8 1625.8d ~ 25185.888 486.55 .8~ 487.77 277.86 1424.76 9732.59 642.65 .Bd .Sd 112~.88 1186.8~ .dS 25185.~ 486.61 .86 488.3~ 1d5.Sd 535.87 1~919.72 345.21 ldS.~d 118d.58 112d.~ 1186.dd 1285.58 25235.8d8 487.83 .Sd 487.9d 251.84 429.65 ld886.55 483.81 .Bd .Ed 1~79.3~ 1166.dd .Bd 25235.888 487.47 .~, 488.47 18~.BB 74.41 11633.84 92.55 188.~B ld72.65 1879.58 1166.d~ 1172.65 25288.Ed8 487.36 .e~ 487.98 185.99 25.8d 11422.56 351.63 .dE .88 1~46.58 1155.dd .dd ~ 25288.8dd 487.93 .57 488.56 11d.88 5.82 11786.36 7.81 118.8~ 1844.65 1~46.38 1153.88 1154.65 25325.888 487.57 .~ 488.d3 174.42 .18 11741.85 57.97 .eS .~ 1823.d8 1175.d~ .Bd -- 25325.888 488.15 .58 488.62 13d.~8 .~ llBd~.~B .Be 138.~8 1833.B~ 1825.~8 1173.8d l165.dd I d9/~9/87 11:24:~8 PAGE 19 SECNO CI4SEL DIFKI,/S EG TOP,ID QLOB QCH QRO8 PERENC STENCL STCHL STCHR STENCR 25375.8dB 487.64 .Bd 488.88 162.25 .BB 118d~.Bd .~B .Bd .88 18d8.8~ l182.dd .dd 25375.88d 488.2d .56 488.66 15~.~d .~d 1188d.~B .~B 15~.~8 1~26.88 18dS.Bd 1182.dd 1156.88 25421.888 487.82 .dd 488.12 192.1d .dd 1188d.d8 .Sd .Se .88 11dd.EB 13d5.Sd .dd 25421.~d 488.57 .55 488.7~ lSd.dB .88 118dd.Sd .~8 158.d8 1127.5~ 11d~.dd 1385.~d 1277.5d 25422.8~B 487.88 .dS 488.14 187.d7 .dd 118dB.dd .88 .d~ .88 1lSd.dB 13dS.dO .~8 25422.8d8 488.55 .55 488.72 145.dB .~ 118dS.~d .88 15d.88 1127.58 1188.d8 1385.dd 1277.5d 25542.8d8 487.84 .Sd 488.19 187.15 .Sd 118dd.Sd .88 .dd .Sd 11dd.~d 1385.dd .dA 25542.8~B 488.39 .55 488.78 145.88 .de 118dd.Sd .Sd 158.d8 1127.58 118d.dd 13dS.d8 1277.5d 25543.ddd 487.88 .88 488.28 192.32 .~ 11888.~d .Bd .Sd .Sd 1188.8~ 13dS.dd .dS 25545.ddd 488.43 .55 488.79 158.~8 .88 118B~.dd .BB 158.8d 1127.58 11d~.BB 13dS.dd 1277.58 25568.BBB 487.75 .~d 488.35 161.95 5.39 11778.55 16.d6 .~ .~ 1~2~.~d 1155.dd .dB 25568.~88 488.35 .59 488.89 159.19 8.44 11765.52 28.d4 178.~B 18d2.58 1828.~d 1155.~d 1172.58 25618.~d 487.76 .~d 488.43 169.~1 5.87 11769.68 24.53 .~B .Bd 1~22.~d 1151.dd .dd 25618.88d 498.35 .59 488.96 156.22 9.14 11751.52 39.34 17~.BB 18dl.58 1~22.Bd 1151.dd 1171.58 25868.~8d 487.89 .Bd 488.5~ 281.41 21.~9 11746.59 32.52 .~d .Be 1~34.~d 1185.~d .~ 25668.888 488.47 .58 489.d2 18~.~5 27.77 11728.52 43.71 198.8~ 1~14.58 1~34.8d 1185.Bd 12d4.58 25714.~88 487.89 .~ 488.61 252.57 22.29 11759.78 37.93 .~ .~ 121~.~d 1386.dd .Bd 25714.88d 488.47 .58 489.12 188.dB 4.86 11791.85 4.1d 18~.~ 1288.88 121~.Bd 1396.dd 1388.d~ 25754.~d 488.dl .~d 488.69 524.89 897.43 ld761.81 14d.75 .88 .~ 1154.8~ 1279.~ .dd 25754.EEd 488.51 .5E 489.2d 1SE.dE 543.17 11116.41 14E.43 18E.dd 1126.5d 115~.~d 1279.Ed 13d6.5E 2582E.EEd 489.25 .Ed 488.81 477.2E 1564.6d 5921.9E 4413.5E .Ed .EE 1245.Ed 1291.E~ .¢E 2582d. E~d 488.3~ .~5 489.48 22E.dE 1712.5d 7735.75 2451.74 22E.EE 1158.Ee 1245.Ed 1291.EE 1378.e~ 2617E.EEd 488.59 .dE 489.89 327.69 44d. Se 736~.Ed 4e99.19 .Ed .Ed 1E45.Ed 1EgE.dd .E~ 2617E.8Ee 489.46 .87 49d.TE 194.14 .Ee 749E.57 44d9.43 194.14 1E45.Ed 1E45.Ed 1Egd.dd 1239.14 2655E.EEE 498.~e .Ed 491.45 241.18 328.46 11225.26 346.28 .Ed .Ed 1E4E.Ed 114d. E~ .Ed 2655E.EEd 49E.85 .85 492.34 188.EE .Ed 1198E.EE .Ed 188.Ed 1E4E.Ed 1E4E.E~ 114E.~ 1148.ed 2688E.EEd 491.E7 .Ed 492.93 245.39 335.72 11881.96 482.31 .ES .~E 175E.EE 1826.E8 .88 2688d. EEd 491.92 .85 493.67 11E.Ed 335.18 11325.25 239.57 11B.d8 1733.~8 17SE.Ed 1826.EE 1843.8E 27E58.EEE 491.79 .dE 493.83 264.78 137.26 8822.25 1548.49 .EE .EE 1E23.EE 1E78.Ed .88 27ESE.dEE 492.43 .64 494.51 122.32 183.81 9162.82 1153.37 125.5E 1ESE.EE 1E23.EE 1E78.E~ 1125.5~ 27488.888 494.63 .EE 495.23 598.E1 3269.36 6966.81 263.83 .Ed .dd 1926.~E 1992.Ed .E~ 2748~.88~ 495.28 .57 495.93 415.dd 2781.51 7671.64 126.86 415.EE 1585.dd 1926.Ed 1992.88 2~8.E8 2754d. E~E 494.62 .~E 495.95 1dT.d7 .d~ I~5~E.E~ .ES .EE .dE 1958.EE 2d78.~ .E~ 2754E.d~ 495.28 .65 496.55 97.66 .SE 1E58E.Ed .88 1E7.~E 1968.5E 1958.EE 2E78.88 2~67.58 89/d9/87 11:24:E6 PAGE 2E SEC;NO CI~SEL D[FK[,IS EG TOP,ID i~LOB QCH ~ROB PERENC STENCL STCHL ST~R STENCR 2757~.~ 494.87 .8~ 496.19 1~7.16 .~ 1~5~.~ .~ .~ .8~ 195~.~ 2~78.88 .~e 2757B.B~ 495.5~ .62 496.76 97.69 .~8 185~.~ .~ 1B7.8~ 1968.5~ 195~.~ 2~78.~ 2867.5~ 2762~.~ 495.55 .8~ 496.39 589.97 2669.82 7588.63 241.55 .B~ .BB 1926.~B 1992.~ .B8 2762~.~ 496.15 .6~ 496.95 ~3.96 2822.86 7677.14 .8~ ~3.96 1548.~4 1926.~B 1992.~8 1992.8~ 3813~.~ 5~2.22 .8~ 5B3.33 2~.~ 451~.48 5988.88 .71 .B~ .~ 218~.B~ 2222.~ .~ 3~13B.B~ 5B2.68 .46 5~3.86 127.~8 4317.96 6182.~4 .~ 127.~8 2~94.92 218~.~ 2222.~ 2222.8~ 3~189.~8~ 5~2.18 .~B 5~3.9B 98.21 .~ 1~58~.~ .~ .BB .BB 2138.~ 2263.~ .~ 3~189.8~ 5~2.71 .53 5~4.32 9B.~ .~ 1~5~.~ .8~ 9~.~ 2155.5~ 2138.~ 2263.~ 2245.5~ 3~19~.~ 582.~1 .~B 5~4.~9 9~.85 .8~ 1~5~.~ .~B .~B .B~ 2138.~ 2263.~8 .~8 3~19~.~ 582.56 .55 5~4.48 84.~ .~ 1~5~.~ .~ 9~.~ 2155.5B 2138.~ 2263.~ 2245.58 ~2~.~ 582.43 .BB 5B4.34 91.51 .B~ 1~5~B.~ .~B .~B .~ 2138.~ 2263.~ .B~ 3~2~.8~e 5~2.87 .45 5B4.69 84.B~ .B~ 1~5B~.~ .BB 9B.~ Z155.5~ ZI38.B~ 2263.B~ 2245.5~ 3B2~I.BB~ 5~3.B1 .~8 5~4.48 99.94 .~ 1~5~.~ .~ .~ .B~ 2138.~8 2263.~ .~ 5B2B1.SB~ 5~3.38 .37 584.81 9~.~ .B~ 1~5~.~ .~ 9~.~8 2155.5~ 2138.~ 2263.~ 2245.5~ ~25~.~8~ 5~4.~5 .B~ 584.7~ 338.65 5B62.58 5363.66 73.84 .~ .B~ 218~.~ 2222.88 .88 3B25~.~B~ 5~4.28 .23 585.~2 155.~5 4947.39 5552.62 .~ 155.~5 2~66.95 218~.~ 2222.8~ 2222.~ 3131~.~ 5~6.16 .~ 586.66 419.89 6291.14 42~8.86 .~ .~ .~ 1863.~ 192~.~ .~ 3131~.~8 5~6.48 .32 5~7.~9 179.99 6~76.17 4423.83 .~ 185.6~ 1734.4~ 1863.~8 192~.~ 192~.~ 5~6.54 .68 587.28 118.86 .~8 18588.88 .88 .~8 .88 1795.~8 1915.88 .88 586.73 .39 587.55 117.97 .~8 18588.88 .88 118.88 1796.~8 1795.88 1915.88 1914.88 5~7.79 .88 588.47 119.45 .88 18588.~ .~8 .88 .88 1795.~ 1915.88 .~0 5~8.22 .45 588.86 119.8~ .88 1858~.98 .88 119.86 1795.5~ 1795.88 1915.88 1914.58 5~8.51 .~8 588.68 248.65 .88 1~58~.~8 .~8 .8~ .8~ 18~8.88 1268.8~ .88 588.89 .38 589.85 242.45 .88 18588.E8 .~8 2~A..88 1812.8E 18E8.88 1268.88 1256.88 5~8.91 .ES 589.11 255.6E .88 1~588.E8 .BE .~8 .ES 1E88.~8 1295.5~ .80 5~9.24 .33 589.~ 245.~4 .ES 1~588.~8 .~8 248.88 1~22.75 1E88.E8 1293.58 1278,75 5E9.65 .88 589.92 267.36 .88 11288.88 .88 .88 .88 1888.88 1351.88 .80 589.91 .25 518.16 258.94 .88 11288.88 .88 267.88 1842.88 1888.~8 1351.88 1589.80 589.89 .88 518.34 254.68 .88 11288.88 .88 .88 .88 1888.88 1329.88 .88 51~.12 .25 518.55 247.E8 .SE 1128~.88 .88 254.88 1837.58 188~.88 1329.88 1291.58 589.92 .88 518.37 254.78 .8~ 11288.88 .~8 .Be .~8 1~88.88 1329.88 .~8 518.15 .23 518.57 247.88 .ES 112~8.E8 .ES 254.8E 1E37.58 1~88.E8 1329.88 1291.58 511.88 .~8 511.56 259.81 .~8 11288.~8 .88 .~8 .~8 1~8~.~8 1332.88 .88 511.22 .15 511.68 254.94 .88 11288.E8 .88 259.8E 1856.5E leES.SE 1532.88 1295.50 11:24:86 PASE 21 Ct4SEL DIFKI4S ES TOP,ID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 512.14 .88 512.65 244.17 .88 11288.~8 .88 .8~ .88 1882.8~ 1582.88 .~8 512.22 .88 512.72 244.8~ .88 11288.88 .88 244.88 1838.8~ 1882.88 1582.88 1274.88 512.4~ .88 512.87 258.14 .88 1128~.88 .88 .8~ .8~ 1882.88 1582.~8 .88 512.47 .87 512.93 256.72 .Be 11288.88 .88 258.8~ 1825.88 1882.88 13~2.~8 1281.88 512.71 .~8 515.44 244.29 .~8 11288.88 .~ .88 .88 1888.88 1316.88 .88 512,77 ,85 515,48 241.17 ,88 11288.88 .8~ 244.88 1836.88 1888.88 1316,88 1288,88 515,33 .88 515.89 179.97 ,~8 11288.88 ,88 ,88 ,88 1888.88 1264.98 .~8 515,37 ,84 513,92 178.64 .88 1128~.88 ,88 188,88 1842.45 1888,88 1264.90 1222.45 515.58 .88 514.26 164.97 ,88 11288.88 .88 .~8 ,8~ 1868.86 1256,62 ,88 515.53 .85 514.29 161.82 .88 11288.88 ,~8 165,88 1888,24 1~68,86 1256,62 1245,2~ 513.95 .88 514.85 155.52 .8~ 11288.88 .~8 .88 .88 1~58.75 1250.g3 .80 513.97 .81 514.B~ 151.85 .8~ 11288.88 .~8 155.88 1863.33 1858.75 1258.95 1218.53 513.96 .88 515.19 141.85 .88 11288.88 .88 .88 .88 985.88 1157.78 .8~ 513.96 -.82 515.21 151.65 .88 112~8.88 .88 142.88 1888.75 965.68 1157.78 1142.75 513.99 .88 515.19 141.95 .88 11288.8~ .88 .~8 .38 985.8~ 1157.78 .88 513.97 -.~2 515.21 131.67 .~8 11288.88 .~8 142.88 18~8.75 g85.8~ 1157.78 1142.75 39348.B~E 513.67 .EE 515.38 115.9E .EE 112Be.EE .BE 3834B.EeE 513.69 .~1 515.39 115.94 .BE 112BE.BE .BE 116.BE 2757.EE 267E.EE 286~.BE 2823.B~ # 3836E.BBE 517.52 .~E 51g.gE 2E4.41 11.25 11179.54 9.26 ~ 3836E.EEE 517.51 -.51 519.92 19E.EE .EB 112EE.~ .EE 19B.EE 2675.EE 267E,EE 286~.~E 286~.~ # $838E.EEE 518.99 .EE 521.37 214.39 45.75 11116.41 37.83 265.E~ 263E.EB 2675.EE 286~.EE 289~.~B * 383SE.BEE 518.99 .EB 521.37 214.39 45.75 11116.41 37.84 m 3842E.EEE 519.4E .EB 521.49 215.54 51.36 111E6.17 42.47 26~.EE 263E.EE 267E.EE 286E.B~ 289E.~ 38428.8EE 519.4E .EE 521.49 216.54 51.36 111E6.16 42.47 385E~.EEE 519.97 .BB 521.78 218.37 519.18 15251.48 429.34 26E.BE 2635.BB 267E.EE 2868.EE 289E.~ 385EE.EEB 519.97 .BE 521.78 218.37 519.19 15251.46 429.35 25E.EE 263E.EE 2675.BE 286E.~E 289~.~ 38585.BEB 521.~7 .B~ 522.48 223.E5 624.49 15E59.58 516.z,~ 268.BE 2$3E.EE 267~.~E 286E.~B 289~.58 ~ 3858E.B~E 521.E7 .EB 522.48 223.E5 624.58 1EB59.E6 516.45 26E.~B 263E.~B 267E.EE 286~.E~ 289~.EE 3862E.EEE 521.21 .EE 522.6E 223.35 631.14 15E46.9~ 521.93 26E.EE 2635.EE 267E.EB 286E.BB 2895.8~ ~ 3862E.EEE 521.21 .BE 522.6E 223.35 631.14 15E46.94 521.93 26~.EE 263~.58 267E.BE 286E.EE 289E.8~ ~8675.B~ 521.67 .~ 522.98 225.83 686.57 9946.57 567.36 26E.E8 263E.BB 267E.E~ 286~.8E 289~.~E 38678.E~ 521.67 .~0 522.9~ 225.83 686.~7 9946.57 567.36 26E.BE 263E.B~ 267E.EE 286E.EB 289~.~ 3972~.EB~ 525.89 .E~ 526.2~ 888.95 468~.53 883.91 5631.56 3972E.EB~ 526.52 .13 526.5E 4~5.B~ 5554.5E 1E26.3~ 4619.16 4ES.BE 1517.EE 1713.EE 1726.B~ 1922.B~ 1 ~9/59/87 11:24:56 PAGE 22 SECNO CNSEL DIFIG4S EG TOPN[D QLOB [~CH I;~ROB PERENC ~CL STCHL STCHR STENCR ~ 4118~.~ 528.67 .~ 528.75 2~4~.65 ~65~.42 555.2B 2756.58 .~ .B~ 2556.~ 2552.~8 .8~ 4118B.~ 529.5~ .62 529.59 68~.~ 5899.~5 614.75 5585.81 68~.~8 22~.~ 2556.~ 2552.8~ 28~.~ ~ 4195~.~ 529.66 .~ 55~.1B 1~45.66 5~5~,95 1585.8~ 5~65.21 .~ .~8 1791.~ 181B.~ .~ 4195~.B~B 55~.27 .61 55~.62 51~.~ 296~.21 1287.91 5651.88 518.~ 1545.5~ 1791.~ 181B.B~ 2~55.5B * 42~5~.~ 551.~9 .~ 551.89 1596.71 2~95.96 ~2~4.97 1199.~6 .~ .~ 1788.8~ 1854.~ .BB ~ * ~2~5~.~8~ 55~.96 -.15 552.26 618,~8 1862.45 ~878.57 1158,98 61~.~B 15~6.~8 1788.B8 1854.~ 2116.~ 42~9~.~8 555.~1 .~ 555.~2 2729.25 5755.57 1117.77 5~6.67 .B~ .B~ 1788.8~ 185~.~ .BB ~ 42¢9~.~8~ 555.24 -.17 555.55 57~.~ 2725.4~ 2556.~ 2618.56 57~.~ 1526.~ 1788.~ 185~.~ 2~96.~ 4217~.~ 5~5.~2 .~ 555.~2 27~8.59 582~.~ 555.16 572~.~4 .~ .~8 1791.8~ 181~.~ .~ 4217~.~ 555.56 -.~6 555.58 1~1~.~ 5~9~.26 5~5.12 586~.62 1~1~.~8 1295.58 1791.~ 1818.~ 25¢5.58 ~2~8.8~ 555.57 .~ 555.61 2~15.82 2522,51 11~8.87 4228.65 .~B .eS 174~.~8 1786,8~ .88 ~2~8.~8 555.72 .15 555.89 58~,88 5945.26 2B59.25 1915.~9 58~.~ 1~75.~8 17~.~8 1786.8~ * 45828.~ 558.5~ .~ 559.~2 1~22.92 5576.~ 1818.72 25~.85 .88 .~ 216~.~ 2187.~8 45828.8~ 558.79 .~9 559.52 65~.~ 5~89.57 166e.~9 275~.54 65~.~ 1858.58 216~.~ 2187.~8 2~88.5~ 47~5~.~ 5~5.65 .~ 545.77 1~16.85 ~665.2~ 1151.55 2~85.~4 .B~ .~8 2549.~ 2~69.~ .~ 4745~.~8~ 544.2~ .57 544.49 588,~8 3382.98 1496.5~ 3828.6~ 5~.88 2189.8~ 2349.~ 2369.~ 26~9.~8 __ 4754~.~ 543.69 .~ 543.93 1949.36 3236.41 3677.2~ 986.39 .~ .~ 1511.~ 1591.~ .88 47548.8~ 544.3~ .61 544.81 658.~ 14~.15 4976.62 1523.25 65~.~ 1226.~ 1511.~ 1591.88 1876.88 4764~.~ 543.98 .~ 544.87 21~2.37 3829.89 2748.91 1338.~ .88 .8~ 1511.8~ 1591.~ .~8 4764~.~B~ 544.87 .89 544.98 111~.~ 2567.85 3111.93 222~.22 111~.~ 996.~ 1511.~ 1591.8~ 2186.8~ 4767~.~ 548.59 .~ 548.59 225~.~ 47~7.1~ 1~97,~6 2~95.84 .~ .~ 1511,~ 1591.8~ .~8 -- 4767~.E~ 548.94 .35 548.96 1~28.88 2985.63 194~.84 2973.52 182~.8E 1841.~ 1511.~ 1591.E~ 2861.8~ 4772~.~ 548.59 .~8 548.59 225~.~ 4693.39 1131.78 2~74.83 .~B .~ 1511.BB 1591.88 .B8 -- 4772~.~8B 548.94 .35 548.97 875.8~ 2785.68 2221.16 2893.24 875.~ 1113.5~ 1511.~ 1591.~8 1988.58 4835~.~8B 548.61 .~ 548.63 1865.66 2426.94 3154.36 2388.7B .~B .~ 213E.88 238~.~8 .88 4835~.88~ 548.96 .35 549.14 24~.88 258.25 6936,97 712.78 24~.E~ ?..E95.~ 213B.~ 238~.~8 2335.8~ 1 89/~9/87 11:24:86 PAGE 23 SUNDRY OF ERRORS AND SPECIAL NOTES CAUTION SE(NO= 25~B5.~88 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SE(NO= 258B5.888 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SE(NO= 25~85.888 PROFILE= I 2~ TRIALS ATTEMPTED TO BALANCE blSEL CAUTION SE(NO= 258B5.~88 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SE(NO= 25~85.888 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SE(NO= 258B5.888 PROFILE= 2 28 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SE(NO= 38368.888 PROFILE= I CRITICAL DEPTH ASSUMED CAUTION SE(NO= 383G8.888 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SE(NO= 383G8,~88 PROFILE= 1 2~ TRIALS ATTEMPTED TO BALANCE 14SEL CAUTION SE(NO= 38368.8~8 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SE(NO= 38368.B~8 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SE(NO= 38368.8~8 PROFILE= 2 2~ TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SEC;NO= 38388.~8 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SE(NO= 3838~.8~8 PROFILE= I PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= $838~.~8 PROFILE= I 2~ TRIALS ATTEMPTED TO BALANCE HSEL CAUTION SE(NO= 3838~.8~8 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO- 38388.~8~ PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 38380.~ PROFILE= 2 2~ TRIALS ATTEMPTED TO BALANCE PJSEL CAUTION SE(NO= 42~58.~88 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SE(NO= 42~58.888 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 42858.888 PROFILE= 1 2~ TRIALS ATTEMPTED TO BALANCE blSEL CAUTION SE(NO= 42858.888 PROFILE- 2 CRITICAL DEPTH ASSUMED CAUTION SE(NO= 42858.~88 PROFILE= 2 PRDOABLE MINIMUM SPECIFIC ENERGY CAUTION SE(NO= 42~58.~ PROFILE= 2 2~ TRIALS ATTEMPTED TO BALANCE t4SEL CAUTION SE(NO= 4582~.~ PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 4582J~.Bl~J~ PROFILE- 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO- 4582~.~181~ PROFILE- 1 2J~ TRIALS ATTEMPTED TO BALANCE WSEL 1 ~9/i19/87 11:24:~6 PAGE 24 FLOODI,~AY DATA, 8RAPEVINE CREEK (547B1 - PROFILE NO. 2 - ...... FLOODt, IA¥ ....... HATER SURFACE ELEVATION STATION NIDTH SECTION HEAN NITH NITHOUT DIFFERENCE AREA VELOCITY FLOODHAY FLOODHAY 2~54~.~ $57. 2285. 5.2 475,8 472.8 1.8 21698.~ 258. 1894. 6.2 476.5 475.7 .8 2268~.~ 2~. 161~. 7.3 479.5 478.8 .7 239~.~8~ 191. 2~82. 5.9 483.3 482.3 1.~ 2493~.~8~ 198. 2185. 5.6 484.8 484.8 .8 25~85.~B 9~. 719. 16.4 483.2 484.B -.8 25135.B~ 89. 999. 11.8 485.9 485.9 25185.~8 185. 1278. 9.2 486.6 486.5 .1 25235.e88 18~. 1538. 7.7 487.4 487.~ .4 2528~.8~ 11~. 1861. 6.5 488.~ 487.4 .6 25325.~ 13~. 2141. 5.5 488.2 487.6 .6 25375.~8 13~. 2168. 5.4 488.2 487.6 .6 25421.8~ 15~. 2541. 4.6 488.4 487.8 .6 25422.B88 158. 244~. 4.8 488.5 487.8 .5 25542.~8 158. 2365. 5.~ 488.3 487.8 .5 25543.~8~ 15~. 2469. 4.8 488.5 487.9 .6 25568.~8~ 159. 2~27. 5.8 488.4 487.8 .6 25618.~8 156. 1922. 6.1 488.4 487.8 .6 25668.8~8 188. 2827. 5.8 488.5 487.9 .6 25714.8~8 188. 1831. 6.4 488.5 487.9 .6 25754.e~e 18~. 1932. 6.1 488.5 488.e .5 2582e.eE8 22E. 188e. 6.3 488.3 488.5 2617~.~ 194. 17E8. 7.E 489.5 488.6 .9 2655~.Ee~ 1~8. 1212. 9.8 49~.8 498.E .8 26888.88~ 11~. 1221. 9.7 491.9 491.1 .8 27E5E.EeO 122. 1E43. 1~.1 492.4 491.8 .6 274~.~ 415. 2166. 4.8 495.2 494.6 .6 2754~.~e 98. 116~. 9.e 495.3 494.6 .7 2757~.~g 98. 1162. 9.~ 495.5 494.9 .6 27620.8~8 ~-+~. 2~25. 5.2 496.2 495.6 .6 3~138.888 127. 1335. 7.9 582.7 5~2.2 .5 3~189.888 gA. 1B33. 18.2 5~2.7 5~2.2 .5 3~198.B~ 98. 945. 11.1 582.5 582.~ .5 3~2B8.~ 98. 972. l~.B 5~2.8 582.4 .4 3~2~1.~ 9~. 1893. 9.6 5~3.4 583.~ .4 3~258.8~8 155. 1686. 6.2 5~4.2 584.~ .2 31318.~88 188. 1778. 5.9 5~6.5 586.2 .3 31488.8~ 118. 1458. 7.2 5~6.7 586,3 .4 $158~.888 119. 1636. 6.4 588.2 587.8 .4 $175~.888 242. $21~. 3.3 5~8.9 588.5 .4 -- 3274~.~ 245. 2938. 3.6 5~9.2 5~8.9 .3 34~45.B~ 259. 2758. 4.1 51~.8 5~9.7 .3 I 89/~9/87 11:24:86 PAGE 25 FLOODWAY DATA, ~RAPEVINE CREEK (547~1 - PROFILE NO. 2 ....... FLOO(]~Y ....... WATER SURFACE ELEVATION STATION WIDTH SECTION I~EAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLDODWAY 3433~.~8~ 254. 2136. 5.2 51~.1 5~9.9 .2 m 3434E.~8~ 254. 2141. 5.2 51~.1 5~9.9 .2 3487~.~ 255. 2~58. 5.4 511.2 511.1 .1 35450.~8~ 244. 1977. 5.7 512.2 512.1 .1 3557~.B~ 257. 2~41. 5.5 512.5 512.4 .1 3577~.~ 241. 1652. 6.8 512.8 512.7 .1 3597~.~8 179. 1873. 6.~ 513.3 513.3 .~ 3614~.888 162. 1596. 7.~ 513.5 513.5 .~ m 3636~.88~ 151. 1476. 7.6 514.~ 514.8 .8 38255.~8~ 132. 1249. 9.~ 514.~ 514.8 .~ 382B~.~8~ 132. 1251. g.~ 514.~ 514.~ .~ 38348.~8~ 116. 1~68. 18.5 513.7 513.7 .~ 38368.~ 19Z. 9~8. 12.4 517.5 517.5 .~ 3838~.8~8 214. 939. 11.9 519.~ 519.~ .8 3842~.~8 217. 1~7. 11.1 519.4 519.4 .8 -- 385~8.~8 218. 1~65. 1~.5 52~.~ 52~.~ .8 38588.e~8 223. 1217. 9.2 521.1 521.1 .8 38628.ee~ 223. 1227. 9.1 521.2 521.2 .~ ~ 38678.8~ 226. 1389. 8.6 521,7 521.7 .8 39728.~8 485. 2118. 5.3 526.8 525.9 .1 41188.8~8 688. 3317. 2.4 529.3 528.7 .6 4195~.888 518. 1872. 4,2 53~,3 529.7 ,6 -- 42~5~.888 618. 1372. 5.8 531.1 531.1 .~ 42B98.888 57~. 3768. 2.1 535.3 535.4 -.1 4217~.B~ 1~1~. 7437. 1.1 535.4 535.4 .~ m 442~8.8~ 58~. 2812. 2.8 535.7 535.6 .1 4582~,~e~ 638. 1614. 4.9 538.8 538.3 .5 4745~.~8~ 5~8. 2144, 3.7 544.2 543.6 .6 4754~.~8~ 658. 2~3~. 3.9 544.3 543.7 .6 4754~.~88 111~. 4127. 1.9 544.9 544.8 .9 4767~.8~8 1~2~. 8~15. 1.~ 549.~ 548.6 .4 4772~.888 875. 6747. 1.2 549.~ 548.6 .4 "'- 48358.~ 248. 2448. 3.2 549.~ 548.6 .4 1 ~9/~9/87 11:27:42 PAGE 1 THIS RUN EXECUTED 89/~19/87 11:27:/+2 HEC2 RELEASE DATED NOV 76 UPDATED MAY 198/+ ERROR CORR - MODIFICATION - 5~).51,52,53,54,55,56 I B~I.-PC-X'T VERSION 6 APPENDIX 6 GRAPEVINE CREEK - COPPELL, TEXAS PROPOSED BRIDGE REPLACEMENT & FLOODPLAIN - RECLAMATION FLOODWAY HEC-2 COMPUTER MODEL WATER SURFACE PROFILES # # U.S. ARNY CORPS OF ENGINEERS VERSION OF NOVEMBER 1976 # * THE HYDROLOGIC ENGINEERING CENTER UPDATED NAY 1984 # # 609 SECOND STREET, SUITE D IBM-PC-XT VERSION # # DAVIS, CALIFORNIA 95616 RUN DATE 09/09/87 TIRE 11:$0:29 # " (916) 440-2105 (FTS) 448-211~5 X X X X X X X X X X X X X)O0000( X)O(X × XXXXX XX)O(X X X X X X m X X X X X X × × X)OO(XXX X)O(XX XXXXXXX ~9/09/87 11: $~I: 29 ~ PAGE I THIS RUN EXECUTED 09/09/87 11:38:3~ HEC2 RELEASE DATED NOV 76 UPDATED NAY 1984 ERROR CORR - 01,02,03,~4,05,~6 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-XT VERSION m- c T1 GRAPEVINE CREEK, COPPELL,DALLAS COUNTY,TEXAS T2 EXTENDED FLOOD INSURANCE STUOY (100YR FIS DISCHARGE) AUGEST 1987 ~ T3 GRAPEVINE CREEK (54701 - GRFET) -- PROPOSED DENTON TAP ROAD BRIDG(FILL) Jl ICHECK INQ NINV IDIR STRT RETRIC HVlNS Q WSEL FQ -- 0. 4. 0. 0. .000~00 .00 .0 ~. 472.810 .~0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE J5 VARIABLE CODES FOR St.~R¥ PRINTOUT 110.000 200.000 .000 .000 .000 .00~ .0~ .000 .000 .00~ -- J5 LPRNT NLI'ISEC ::==x'~**REQUESTED SECTIDN NUMBERS******** -- NC .~75 .~75 .~5~ .1~ .$~ .~ .~ .~ .~ .~ QT 6.~8 75~.8~ 1~5~.~ 1188~.~ 151~Z,B~B 165~.~ 118~.~0~ .~ .~ .~ ET .EeZ .~ZZ .ZZZ .dee .ZZZ .EZe 8.1e~ 1368.5e~ 1718.5eZ .dee PROFILE SECTION M - SURVEY SECTION X1 2Z54Z.ZZZ 24.~ZZ 15ZS.ZZZ 1579.ZZZ 6R 47Z.2ZZ 1691.~0Z 48Z.4ZZ 1735.ZZZ 4$1.ZZZ 1747.Z~ 481.5~Z 175Z.Z~Z 481.ZZZ 1763.~Z~ QT 6.ZZ~ 75ZZ.ZZZ lZ5ZZ.ZZZ 118ZZ.~ZZ X1 2169Z.ZZZ 19.Z~Z 119Z.ZZZ 1255.ZZZ 6R 476.ZZZ 153Z.ZZZ 478.~Z~ 1555.ZZ~ I zg/zg/87 11:3Z:29 PAGE 2 QT 6.ZZZ 75ZZ.~ZZ I~SZZ.Z~Z 118ZZ,Z~Z 151ZS.ZZZ 16~ZZ.ZZZ 118ZZ.ZZZ .ZZZ .ZZZ PROFILE SECTION N - SURVEY SECTION 14 -- Xl 226Z~.ZZZ 16.ZZZ 1397.Z~ 1447.ZZZ 118~.Z~Z lZSZ.Z~Z g1~.8~ .ZZ~ .~Z~ ~R 473.ZZ~ 1397.ZZZ 458.6Z~ 1412.~Z~ 45g.~ 1425.Z~ 461.5ZZ 1435.ZZ~ 474.7ZZ 1447.Z~Z ~ GR 475.6ZZ 15ZZ.Z~Z 479.3Z~ 16Z~.ZZ~ 485.1~Z 17~Z.Z~ 49Z.2Z~ 18ZZ.ZZZ 497.3ZZ X1 239~Z.ZZZ 11.~Z~ 1215.ZZZ 1385.ZZZ 14~Z.ZZZ 11ZZ.~Z~ 13~.B~Z .Z~Z .Z~Z GR 488.ZZZ lZZ~.ZZ~ 482.ZZ~ 1~25.ZZZ 48Z.~ 1~75.~Z~ 478.ZZ~ 1215.ZZZ 47Z.Z~Z 1325.Z8~ GE 463.~Z8 1355.ZZZ 47Z.ZZZ 137Z.Z~ 48~.~8~ 1385.ZZZ 486.ZZZ 1395.Z~Z 488.ZZZ 14Z5.~ZO QT 6.~Z~ 75~.88~ 1~5~.B~ 1188~.~ 151~.~ 155~.B~8 118~.B~B .~Z .ZZZ X1 2493Z.ZZZ 18.~Z~ 12~Z.~ZZ 139Z.Z~Z 88~.~ 166~.~Z~ 1~3~.~ .Z~Z .Z~Z GR 494.ZZZ 1BZ~.~Z~ 492.~ZZ 1Z25.Z~Z 49Z.ZZZ 115Z.ZZ~ 488.~8 114Z.Z~Z 486.ZZ~ 6R 484.ZSZ 116~.ZZB 482.Z~Z 118Z.ZZZ 48Z.ZZ~ 12~.ZZ~ 47Z.~ 134Z.ZZZ 466.4ZZ -- 6R 47Z.Z~Z 1~75.ZZ~ 48Z.ZOZ 139~.ZZ~ 484.Z~Z 141~.~ 486.Z~ 144~,~ 488.~ 149~.~0~ __ ET .ZZ~ .~Z~ .ZZ~ .~ .ZZZ .Z~ 8.1Z~ 1537.ZZ~ 1627.ZZZ .~8 X1 25Z85.ZZZ 16.~ 1537.Z~Z 1627.Z~ 9Z.Z~Z 18~.~0 155.~Z~ .~ .Z~ .~0~ ER ~9~.~E8 1~17.~eE 488.ee~ 1~25.eE~ ~86.eEe 1~37.E~ ~8~.~ I~5.E~E ~83.~ 15~.eee 6R ~8~.7E~ 1537.~e~ ~72.e~e 156~.~ ~67.3~ 156~.e~ ~67.1~ 1572.~ ~67.2~ 1585.E~ GE 49a.add 184a.add .~da .ddd .ada .add .aad .aad .aad .da~ ET .aaE .ddd .Eae .da~ .daE .dad 8.1ad 1534.ddd 1623.dad .ade ~ Xl 25135.dea 18.aBe 1534.add 1623.add 4E.add 6d.dE8 5d.aad .add .Bad .8dd GE 492.ddd 1325.dd8 49d.aad 1417.aad 488.add 1427.aEe 486.dae 1437.ddd 484.~ad 1445.dd~ GE 481.8dd 15a~.dad 481.4aE 1534.aE~ 473.5dd 1556.ad~ 467.1dd 1559.ddd 46?.add 157d.ddE GE 486.aEd 1?65.add 488.a~d 18d5.add 49d.aEE 1845.dad .Ead .aad .Edd .aad ET .aaa .add .EEe .a~d .dae .dEd 8.lea 11dd. Sdd 12dS.Sed .a~B Xl 25185.dad 22.ddd 112d.dad 1186.ad~ 5~.d~d 4~.~d 5~.dda .a~d .dOd .~ GE 494.add 91~.ddd 492.~a~ lda~.ddd 49~.dd~ lala.ddd 488.a~ ld3d.add 486.~d~ 1~38.ad~ GE 484.d~a ld5a.dda 482.ddd ld7~.ddd 48~.aSd laSB.dEd 478.~d~ 112d.dad 467.7ad 1135.8a~ GE 481.d~ 1196.ad~ 482.ada 12a4.ada 483.ddd 12~6.d~a 484.~ad 1288.ddd 485.dd~ 13dg.d~ GE 49~.dd~ 1324.add 494.add 1335.ada .d~a .da~ .dd~ .Ea~ .~dd .aad i ~9/d9/87 11:3a:29 PAGE ET .ad~ .dad .Ead .~a~ .dad .a~d 8.1d~ 1d72.65d 1172.65a .dd~ Xl 25235.add 21.ddd 1d79.3d~ 1166.~d~ 5~.~ 5~.dad 5~.dd~ .~ .dd~ .a~ GR 484.dad ld4~.ddd 482.dad 1~6~.~ 48d.5~ 1~79.3~ 477.9dd 1~82.3~ 467.9~ 1dg4.4dd GR 467.9dd 11~6.$a~ 469.d~B 1145.aad 475.dad 1156.dd~ 48d.d~ 1166.~a 481.a0~ 117d.a~ GE 482.aB~ 1184.dad 483.add 1186.a~d 484.dd~ 1188.da~ 485.~ 1251.aad 49d.add 1265.a~a ET .dad .add .ada .ddd .add .dda 8.1da 1a44.65a 1154.65a .dd~ STAT[ON EI;~UATION a 252+8~ - EX[STING STATION a 252+85 GE 494.dd~ 92a.add 492.a~ l~a.a~a 49~.ddd l~ld.d~ 488.add la35.aBd 486.a~d ld4a.d~ GE 484.dd~ la43.3d~ 482.2d8 1d46.~a 468.2dd 1~61.7dd 467.4a~ 1a69.3~a 469.a~a 113~.a~a GE 475.Bd~ 1141.a~d 48~.aa~ 1151.d~d 481.~ 1153.~dd 482.~ 117a.ada 484.a~ 1174.a~0 -- GE 485.da~ 1214.aad 49a.ddd 1228.d~d 494.8~ 1239.~d8 .~ .ada .a~ .a~ STATION EOUAT[ON ~ 253+25 - EX[STING STATION ~ 253+35 X1 25325.a~a 21.a~d 1~23.d~d 1173.~d 5~.~ 3~.~ 45.a~ .~a8 .~ .~ GE 494.~da 91d.ddd 4§1.8dd ldad.d~d 487.8~ 1~23.~ 485.~ 1~27.a~ 48~.~ 1~37.B~ GE 475.ddd 1a42.a~ 47~.d~ ldSd.~ 467.8~ 1~55.2~ 467.9~ 1~7~.E~ 467.$~ 1~79.6~ GE 468.5dd 1d86.8~d 469.dda 1129.d~ 47~.~8 1131.~ 475.~0~ 114a.B~8 48~.~ 1149.~ -- GE 481.~d~ 1152.a~ 482.d~ 1168.d~ 484.~ 1173.~ 485.~ 1188.a8~ 49~.a~ 12~1.~ STATION EQUATION e 255+75 ' EXISTING STATION e 255+85 __ Xl 25575.88~ 1g.888 18~8.8~ 1182.8~ 58.8~8 58.8~ 5~.8~8 .8~8 .~8 .8~ GR 494.888 888.888 491.388 1888.888 487.888 1817.888 485.888 1828.888 488.888 1858.888 GR 475.888 1838.888 478.888 1847.888 468.888 1858.888 468.488 1118.888 467.988 1121.788 GR 489.888 1125.888 478.888 1127.888 475.888 1136.888 488.888 1146.888 481.888 1148.888 GR 482.888 1165.888 485.888 1171.888 498.888 1182.888 494.888 1191.888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.118 1127.588 1277.588 .888 m X1 25421.888 11.888 1188.888 1585.888 84.888 18.888 46.888 .888 .888 .888 8R 495.888 1888.888 495.888 1188.888 489.438 1188.888 468.588 1147.888 488.888 1198.888 GR 488.588 1235.888 481.628 1263.888 482.888 1282.888 491.758 1385.888 495.888 1385.888 ~ GR 495.888 1488.888 .888 .888 .888 .888 .888 .888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.118 1127.588 1277.588 .888 1 89/89/87 11:38:29 PAGE 4 PROFILE SECTION P - SURVEY SECTION 16 DENTON TAP ROAD PROPOSED DENTON TAP ROAD BRIDGE X1 25422.888 18.888 1188.888 1385.888 1.888 1.888 1.888 .888 .888 .888 BT -4.888 1188.888 495.888 498.338 1178.888 495.888 498.578 1235.888 495.888 498.478 m BT .888 1385.888 495.888 491.758 .888 .888 .888 .888 .888 .888 GR 495.888 1888.888 495.888 1188.888 489.438 1188.~88 468.588 1147.888 468.388 1167.588 GR 498.578 1167.588 498.578 1178.888 468.288 1178.888 468.888 1198.888 468.588 1235.888 -- GR 498.478 1235.888 498.478 1237.588 469.758 1237.588 481.628 1263.888 482.888 1282.888 GR 491.758 1385.888 495.888 1385.888 495.888 1488.888 .888 .888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.118 1127.588 1277.588 .888 ~ Xl 25542.888 18.888 1188.888 1385.888 128.888 128.888 128.888 .888 .888 .888 BT -4.888 1188.888 495.888 498.838 1178.888 495.888 498.328 1235.888 495.888 498.578 BT .888 1385.888 495.888 491.758 .888 .888 .888 .888 .888 .888 -- GR 495.888 1888.888 495.888 1188.888 489.488 1188.888 469.288 1147.888 469.888 1167.588 GR 498.328 1167.588 498.328 1178.888 468.988 1178.888 468.788 1198.888 469.288 1235.888 GR 498.578 1255.888 498.578 1237.588 478.458 1237.588 481.628 1263.888 482.888 1282.888 GR 491.758 1385.888 495.888 1385.888 495.888 1488.888 .888 .888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.118 1127.588 1277.588 .888 Xl 25543.888 11.888 1188.888 1385.888 1.888 1.888 1.888 .888 .888 .888 8R 489.288 1235.~0 481.620 1263.888 482.080 1282.088 491.750 1385.088 495.08~ 1385.80B ET .888 .888 .888 .888 .888 .888 8.188 1882.588 1172.588 .888 -- STATION EQUATION e 255+68 ' EXISTING STATION 0 255+85 Xl 25588.888 18.888 1828.888 1155.888 5.888 75.888 25.888 .888 .888 .888 ~ GR 495,888 1888.888 498.888 1818.888 485.888 1828.888 488,888 1838,888 475,888 1848.888 GR 478,888 1858.888 468.988 1878.888 469,888 1876.888 469,888 1883.888 478.888 1119.888 GR ~86.ddd 1158.dd~ ~gd.ddd 12dd.ddd ~92.ddd 131d.ddd .~ .~dd .ddd NC .ddd .d~d .ddd .ldd .$dd .ddd .ddd .~d~ .~dd ET .ddd .ddd .ddd .ddd .ddd .ddd 8.1dd 1Edl.Sdd 1171.5dd STAT[ON EQUATION e 256+18 - EXISTING STAT[ON e 256+35 Xl 25618.ddd 16.dd8 1d22.ddd 1151.ddd 2d.ddd 5d.ddd 5d.dd~ .ddd .ddd GR 495.ddd ldd~.ddd 49d.d~d 1d12.dGE 485.ddd 1d22.dd~ 48E.dd~ 1d32.ddd 475.ddd GR 47d.ddd 1d52.ddd 469.58d ld6E.d~d 47d.ddd 1117.86d 475.dd~ 1126.ddd 48~.ddd 1134.~d8 GR 481.ddd 1136.d~ 482.d~ 1144.ddd 485.dGd 1151.d~ 486.~d~ 1154.ddd 49d.ddd 1225.~d ET .ddd .dd~ .d~ .dd~ .d~d .~ 8.1~ 1~14.5dd 12d4.Sd~ I dg/dg/87 11:3d:29 PAGE 5 STATION EQUATION ~ 256+68 ' EXISTING STATION 0 256+85 GR 483.de~ l~5E.ddd 482.dd~ ld68.dd8 481.ddd 1dB6.d~d 4Bd.ddd le71.dde 479.~d~ ld75.~0 m GE 469.1dd 1d96.~Gd 469.4d~ 11d4.dd~ 469.1~e 1114.d8d 47~.d~8 1154.dd~ 475.ddd 1162.d~ ~R 49d.~d8 127~.ddd 492.ddd 1295.dd~ .~8 .ded .~e .dde .ddd ET .ddd .ddd .ddd .dde .d~ .dEd 8.1~0 12dB.ddd 1388.dde STAT[ON EQUATION a 257+14 = EXISTING STATION ~ 257+35 X1 25714.~8 17.d~ 121~.ddd 1386.dd~ 7d.ddd 4d.d8~ 46.dd~ .~d~ .dd~ GR 47d.ded 1351.dd~ 475.ddd 1359.d08 48d.ded 1367.ddd 485.~d~ 138d.ddE 486.ddd 1386.~e8 GR 49~.ddd 1488.dd8 492.~d~ 1498.d8d .ddd .8de .8dd .~8~ .d~ ET .ddd .dd~ .~ed .~dd .ddd .dde 6.1d~ 1126.5dd 13dG.5d~ STATION EQUATION a 257+54 ~ EXISTING STATION a 257+85 X1 25754.dEe 27.~ 1154.d~ 1279.~8d 45.8~e 38.~d~ 48.~e8 .ded .~ .~ GR 49~.d~e 1~e8.~ 485.d~ lll2.d8d 4Bd. EGe 1123.~d~ 488.~e8 1136.d~d 481.dd~ 1141.~8d GR 47~.dde 1183.~ 469.1~d 12~1.ddd 469.28~ 12dg.~d8 47d.d~8 1214.dd~ 48d.ded GR 478.~ 1273.~e8 479.8~ 1275.d~ 4Bd.dde 1277.d~8 461.ded 1279.d~d 4B2.ded 1281.d8~ ET .ddd .ddE .ddd .dEE .Bdd .BEE 8.1dd 1158.ded 1378.d~d X1 2582B.EgB 16.~B~ 12~5.~B 1291.~B 55.~B 72.B~ 66.B~ .~ .~ .ffBB GR 49~.4~ 1~.~ 484.~ 1165.~ 483.8~ 1182.~ 48~.~ 12~5.~ 47~.~ 1255.~ ~ GE 469.3~ 1258.~ ~68.~8 1275.~ 481.e~ 1291.~e~ ~81.~ 1376.~ 48~.~ GR 48~.~ 1464.~ 486.~ 1485.~ 495.~ 149~.~ 495,~ 15~.~ 495.~ 1525.~ GR 495.~8 1555.~ 495.~e 157~.~ 495.~8~ 1585.~ .e~e ,e~e ,~B~ ,~ Xl 2617~,~ 18.~ 1~5.~8 1~9~.~ 458.~ 25e.88~ 358.~ .~ .~ GE ~91,8~ 1~,~ 48B.~8~ 1~5,8~8 47B.2~ 1865.8~ ~7~.2~ 1~8~.~B~ 485.~B~ 1~9~,~8 -- GE 48~,~ 112~.~ 483,~ 116~.~ 482,~ 1185.~88 481.~ 12~.~ 481,B~ 1225.~e~ GR 482.~8 12~,~ ~83.B~8 1255.8~8 ~88.8~8 1275,~ 495.~ 1275.~08 495,~8~ 1385.~ GE 495.~ 14~5.~ 495.~ 1~$~.B~ ~95.8B8 1~5~.~ .808 .~ .~8 .ee8 1 ~9/~9/87 11:3~:29 PAGE 6 X1 2655~.~ 19.~ 1~.~ 114~.~ 38~.~ 35~.~e 38~.~ .~ .~ .~ ~ GR 493.5~ 1~B~.~8 492.68~ 1~18.~8~ 485.6~ 1828.8~8 485.~ 1~4~.~ 48~.Be~ 1~65.~88 GR 471.1~ 1~8~.~ 471.1~ 1~95.~ 475.~ 11~8.~8 48~.~B~ 1115.~ 483.~8~ 1125.B~ GR 486.~ 114~.~ 487.~ 115~.~ 488.~ 118~.~ 495.~ 118~.~ 495.~ 1215.~ GR 495.~ 1255.B~ 495.~ 13~.~ 495.~8 1345.~ 495.~ 1~9~.~ .~ .~ NC .~7~ .~75 .~45 .~ .~ .~ .~ .~ .~ .~ PROFILE SECTION Q - SURVEY SECTION 17 ~ X1 2688~.~ 25.~ 175~.~ 1826.~ 36B.~Z~ 5~.8~ ~3~.~ .~ .B~ .~ GE 5~8.1~ 1~.~ 5~8.4~ 11~.~ 5~8.1~ 12~.~ 5~8.5~ 1~.~ 5~8.8~ 14~.~ GR 5~$.6~ 15~.~B 5~7.4~ 15~8.~ 5~7.2~ 1528.~ 5~4,1~ 16~.~ 5~1.8~ 1628.~Z~ GE 49~.5~ 17~.~ 484.8~B 175~.~ 473.~ 1762.~ 472.9~ 1777.~ 479.~B 15~.8~ '"' GE 486.7~ 1826.~ 489.~ 188~.8~ 495.~ 188~.~ 495.B~ 19~.~ 495.~ 2~.~ 8R 495.B~ 21B~.~ 495.~ 22~.~B~ 497.2~ 23~.~ 5~.2~ 24~.~ 5~4.1~ 25~8.~ X1 27~5~.B~ 14.~B~ 1~2~.~ 1B78.~B 185.~ 11~.~ 165.~ .~ .~ .~ 8R 493.3~ 1~.~ 487.~ 1~23.~B 475.~B~ 1~24.~ 473.~ 1B45.~ 48~.3~ 1~5~.~ GE 486.9~ 1~78.~ 487.5~ 11~4.~ 487.$~ 1116.~ 489.9~ 1164.~ 49~.2~B 118~.~0~ SE 495.~B~ 118~.~ 495.~ 12S4.~ 495.~ 1354.~ 495.~ 1464.~ .~ .~ PROF~L£ SECTION R - SURVEY SECTION 17A END OF FILL ON THE R[GHT BA~K X1 274~.~ $2.~ 1926.~ 1992.BB~ 36~.~ 3~.B~ 42~.~ .~ .~ .~ ~ GR 5B9.5~ 1~.~8~ 5~6.7~ 11~.B~ 5~3.~ 12~.~ 498.8~ 13~.~ 497.~ 14~.~ GE 495.1B~ 1422.~ 492.5~B 1445.~ 491.4~ 15~.~ 489.~ 16~.~ 491.5~ 17~.~ GE 491.6~ 171~.~ 492.2~ 1731.~ 492.~ 1746.~ 49~.3~Z 18~.~ 495.~ 19~.~ __ GR 493.2~ 1926.~ 476.6~ 1955.~ 474.6~ 196~.~ 475.9~ 1965.B~ 474.4~ 197~.B~ GR 477.7~ 1978.~ 479.5~ 1988.~Z 487.4~ 1992.~ 489.2~Z 2~B.~ 495.2~ GR ~99.1BB 21E~.~ ~99.~ 22B~.~ 5~2.2~ 25~.8~ 5~.8~ 2~.B~ 5~6.2B~ 25~B.~ GR 5~6.8E~ 26EE,E~E 5E8.4EE 27E~.EEE .ERE .E~E .E~ .EE~ .E~E .~ ET .E~E .ERE .ERE .ERE .ERE .EE~ 8.11E 196E.SEE 2E67.5EE .E~E ~ PROFILE SECTIONS - SURVEY SECT[ON 17B BETHEL ROAD X1 2754B.BEE $2,EEE 19SE.ERE 2~78.EE~ 14E.EE~ 14E,EEE 14E,EEE .E~E .~E ,EE~ GR 5~9.7EE 1ERE.ERE 5E6.TEE 11EE.~E~ 5E3.E~ 12EE.E~E 499.2EE 13ER.ERE 496,1EE 14EE.~E~ GR 494.ERE 15E~.E~E 492.7EE 16ER.ERE 492.7EE 17ER.ER8 492,9E~ 1731.EE~ 493.9EE 18EE.~ GR 496.ERE 19ER.ERE 496.48~ 1918.E~ 496.8~E 195E.8~ 491.7EE 195E.~E 486.1EE 199E.EEE 1 ~9/E9/87 11:3~:29 PAGE 7 GR 5E6.8EE 26ER.ERE ET .ERE .~E SB 1.E5E 2.342 2.5~ X2 .EEE .EE~ BT 2.EEE 195E.EEE ET .EEE .EE~ X1 2762E.EE~ $2.EE~ 1926.~ 1992.E~0 GR 5Eg.sEE 1EEB.~E 5~6.7B8 11~.~ GR 491.6E~ 1713.E~E 492.2~8 1731.E~ 492.~E~ GR 493.2E~ 1926.E~E C~ 499.1E~ 21~E.E~E GR 5EG.SE~ 26~E.E~E ~ NC .~65 .E65 .E45 .~ .~EE .EE~ .ERE .EE~ .ERE .~ ET .ERE .E~E PROFILE SECT[ON T - SURVEY SECTION 19 Xl 3E13E.EEE 2E.E~E ~R 581.8~8 2~.~ GR 51~.9E~ 25~E.EEE 511.4~8 NC .EEE .ERE 8R 515.~ 15E8.e~e 515.~E 16eE.E~E 51~.6~8 17E~.~ 51~.2~ 18~.888 513.7E~ 19~.~ ~R 513.~ 2~.~ 513.2~ 21~.~ 51~.3~ 2138.~ 51~.2~ 2158.~ 5~.9~ 2155.~ ~ ~R 5~2.~ 215~.~ 494.1~ 2156.~ 494.1~ 2167.~ 492.5~ 2173.~ ~91.5~ 218~.~ 6R ~gl.5~ 2181.~ ~87.2~ 21g~.~ ~87.2~ 2195.~ ~86.8~ 22B7.~ ~86.8B~ 22~8.~ GR ~87.1~ 2221.~ ~87.1~ 2222.B~ ~9~.58~ 2234.B~ 49~.5~ 22~5.B~ 5~.2B~ 22~8.~ ~R 58~.28~ 22~9.B~ 5~7.2~ 226~.~ 51~.~B 226~.8~8 513.~ 2263.B~ 515.78~ 2~8~.~ 6R 514.~ 25~.8~ 51~.~B~ 26~.~8~ 51~.5~B 27~.~ 51~.7~ 28~.~8~ 515.1~ 298~.B~ -- ET .~8 .B~ .B~B .B~ .B~ .B~ 8.1~ 2155.5~B 2245.5~ .~ PROFILE SECT[ON U - SURVEY SECT[ON 2B ST.LOU[S-SOUTHNESTERN R.R. Xl 3~19B.B~ 58.B~ 21~8.~8E 2263.~ 1.B~ 1.8~8 1.~ .ES~ .~ .B~ BT 2.e~ 2138.e~ 513.$BB 51~.2~ 2265.~B8 515.~ 51~.~8~ .~ .B~ .~B ~ 517.3~ 1~8~.~ 516.9e~ 11~.B~ 516.5~8 12B~.~ 516.2B~ 15~B.~ 515.8B~ 1~B.8~ ~ GR 515.3Be 158~.~8~ 515.~ 16~.e~ 51~.6~ 178~.B8~ 51~.2~B 18~.~ 513.7B8 19~8.8B~ GR 513.~ 2~8~.~ 513.2~ 21~8.8~ 513.3~ 2138.~B 51B.2~ 21~8.8B8 5B3.9~8 2153.e~E 1 ~ E9/~9/87 11:3~:29 PACE 8 -- Xl 3131e.Ee8 19.~8~ 1863.8E~ 192e.8E8 75E.E88 588.888 1~68.~88 .EEE -.488 C-R 515.3EE iEEe.sEe 515.3E~ 11E8.Eee 512.EeE 12ee.EEe 5E7.58E 14E8.Eee 5~6.5eE 15e~.EeE 8R 584.708 16~.~8 5~4.7~ 17~.8~ 5~1.8~ 1766.~ ~97.3~ 18~.~ 491.1~ 1863.~ ~ 6R 488.28B 1869.8~e 488.3~ 1876.~8 5e9.688 1928.~8 511.4~8 2~e~.8eB 513.2e~ ~ 514.8~ 22~.8~e 515.8~ 23EE.EE8 516.4~8 248~.~e 516.88~ 25~.~e8 .8~ .EE~ NC .8~8 .~8 .E~ .3~ .588 .8~ .~88 .~ .ES~ .~ ET .~8~ .~8 .Bee .ESE .~8 .E~ 6.11~ 1796.~8 1914.888 ~ PROF]LE SECTZON V - SURVEY SECTZON 21 SOUTHNESTERN BLVD. X3 1~.~ .~8 .~88 .~ .~ .88~ .~B~ 5~6.1~ 5~6.1~E .~ GR 517.38e 1~E~.88~ 516.7ee 118~.~e~ 515.388 12ee.88~ 512.9e~ 13~.8e~ 51E.3~ 14E~.~ee GE 5~8.5B~ 15~.~ 5~8.1~ 16~.~ 5~8.4~ 17~.~0 5~9.1e~ 1795.~e~ 5~4.5e8 1797.Be~ GR 495.2~ 1816.~ 495.3~ 1826.B~ 493.3~ 1829.~ 488.7~ 1845.8~ 488.~B 1849.~8~ ~ C~ 491.1~ 1884.~8 491.1~ 1887.~ 494.6~ 1889.~8 5~5.6~ 1913.~88 5~5.9~ 1915.8~ 1 ~ ~9/~9/87 11:38:29 PAGE 9 ~R 516.69~ 24~.~8 517.1g~ 2588.~ 517.18~ 26~8.~ 516.8~8 27B~.SB~ .E~8 ET .~8~ .8~ .~8 .8~ .~8 .~ 8.11~ 1795.5~8 1914.5~8 SB 1.B5~ 2.118 2.5~ .E~ 64.7~ 6.~ 1381.9~8 1.843 491.1~8 491.1~B ~ Xl 315~.~ .~ .~ .~ 28.~ 2~.~ 2~.~ .~ .~8 .~ X2 .~ .~ 1.~ 5~6.1~ 509.1~ .~0 .~ .~ .~ BT 2.~E~ 1795.8~ 5~9.188 5~6.188 1915.~B 5~9.1E8 5~6.18~ .~8~ .~8~ .~ HALFF ASSOC. SURV. SECN. AA ([fIPROVED CHN~EL) START A.H.H. CHANNEL [I~PROVEHENT DATA ×1 3175e.~8 I~.E~ 18~.~ 1268.~ 25~.8~ 25~.8~ 25~.~E .E~ .~ .ES~ 6R 5~9.6~8 18~E.EO~ 492.74~ 1~71.~ 492.34~ 1158.~ 49E.54E 1158.E~8 498.74~ ~R 489.948 1189.~8 488.64~ 1192.~8 489.34~ 1196.~ 49~.E4~ 12~.E~ 51~.B6~ 1268.~ ET .~ .E~ .B~ .B~ .~ .~ 8.1~E 1~22.75~ 127~.75~ ,~ ~ HALFF ASSOC. SURV. SECN. BB ([NPROVED CHN~HEL) Xl 3274~.~ 15.~8~ 1~.~ 1293.5~ 99~.~ 99~.~ 99~.~ .8~ .~ .~ GR 511.47~ 1B8~.8~ 495.578 1867.8B~ 493.77~ 1~89.~88 493.57~ 11~6.~B 495.77B 1117.8~ 6R 493.278 1128.8~8 493.878 1132.888 493.17~ 1137.~8~ 494,37B 1157.B8~ 493.67~ GR 51~.378 1272.58~ 511.178 1286.5~B 512.678 1293.58~ .~8 .B~B .~8~ .B~B ~ ~T 6.8~8 73~8.8B~ 18~.~ 112~.~ 142~B.~ 117B~.~8~ 112~.~8 .~B .~88 .~ HALFF ASSOC. SURV. SECN. CC ([I~ROVED C~L) Xl $4845.888 19.888 188~.888 1351.888 1385.888 1385.888 1385.888 .88~ .888 .8~8 GR 518.588 1888.888 499.988 1869.888 499.388 1881.888 498.388 1893.888 499.388 1181.888 OR 499.388 1128.888 497.688 1142.888 493.1E8 1162.888 496.188 1182.888 499.588 1197.888 GR 499.688 1287.888 497.788 1216.888 495.888 1226.888 497.888 1237.888 498.988 1244.888 OR ~98.988 1268.888 512.938 1318.888 513.738 132~.~88 516.538 1351.88~ .888 .888 QT 6.888 73E8.8~8 18888.888 11288.888 1~2~E.888 11788.888 11288.888 .888 .888 .888 ET .888 .888 .8~8 .8~8 .888 .88~ 8.118 1837.588 1291.588 .888 HALFF ASSOC. SURV. SEC:N. DD (IMPROVED CHN~EL) X1 $4538.888 52.888 1888.888 1329.888 285.888 285.888 285.888 .888 ,888 .8~ BT 2.888 1888.88~ 518.888 515.888 1328.888 517.888 514.888 .8~8 .888 .888 6R 518.238 1888.888 518.478 1832.888 515.888 1852.888 515.888 1833.888 518.238 1833.888 GR 582.478 1865.888 515.888 1855.888 515.888 1866.88~ 582.358 1866,888 499.178 1892.888 GR 498.678 1897.888 498.688 1898.888 515.888 1898.888 515.888 1899.888 498.698 1899.888 GE 498.878 1117.888 499.478 1123.88~ 588.358 1151.888 515.888 1131.888 515.888 1132.888 OR 588.468 1132.888 588.578 1133.888 499.568 1164.8~8 515.888 1164.888 515.888 1165.888 OR 499.538 1165.888 499.178 1176.888 498.878 1187.888 499.178 1194.888 499.628 1197.888 OR 515.888 1197.8~8 515.888 1198.88~ 499.77~ 1198.8~8 588.37~ 1282.888 582.278 1225.88~ OR 582.3~ 1238.888 515.888 123~.888 515.888 1231.888 582.318 1231.888 582.528 1263.888 89/89/87 11:38:29 PAGE 18 GR 515.888 1263.888 515.~88 1264.8~8 582.528 1264.88~ 582.57~ 1271.888 589.758 1296.8~8 ~ GR 514.988 1296.888 514.988 1297.888 518.848 1297.888 514.638 1313.888 515.538 1326.888 GR 514.888 1329.888 517.838 1334.888 .888 .888 .888 .888 .888 .888 ET .888 .888 .888 .8~8 .~0 .88~ 8.118 1837.588 1291.588 .888 X2 .888 .888 .888 .8~ .88~ .888 1.888 .~88 .888 .8~ ~ ET .888 .888 .888 .888 .888 .888 8.188 1836.588 1295.588 .888 HALFF ASSOC. SURV. SECN. EE ([HPROVED CHN~EL) X1 34878.888 18.888 1888.888 1332.888 538.88~ 538.888 538.888 .888 .888 .888 OR 519.258 1888.888 581.968 1866.888 582.368 1144.888 581.768 1148.888 581.268 1158.880 OR 581.768 1166.888 582.768 1175.888 582.868 1262.888 518.858 1516.888 528.258 1332.888 ET .888 .8~8 .8~ .8~ .~88 .888 8.118 1~3~.8~ 1274.88~ .8~ ~ HALFF ASSOC. SURV. SECN. FF HOVED 128' TO O.S. FACE FREEPORT PKi~. Xl $545~.e~8 l$.ee~ 1882.888 1382.888 588.888 588.88~ 588.8~8 .888 .8~8 .888 BT 2.888 18~.88~ 521.588 515.888 1582.888 528.38~ 514.188 .888 .888 .888 OR 521.588 1888.8~ 515.888 1888.888 514.288 1~82.888 512.188 1829.888 585.688 1849.888 OR 583.188 1875.888 588.988 1158.888 585.388 1225.888 584.888 1249.888 512.188 1271.888 GR 512.888 1388,888 514.188 1582.888 528.388 1382.888 .888 .888 .888 .888 ET .888 .8~8 .888 .888 .8~ .888 8.118 1823.8~8 1281.888 .8~ HALFF ASSOC. SURV. SEON. FF U.S. FACE FREEPORT PKt, N. Xl 35578.888 .888 .888 .888 128.888 128.888 128.888 .888 .888 .888 SR 528.118 1888,888 585.818 1857.888 584.818 1885.888 581.718 1895.888 499,818 1188.888 8R 582.118 1188.888 584.718 1114.888 584.518 1159,888 585.718 1188.888 583.818 1174.888 GR 585.418 1189.888 584.718 1284.888 587.818 1258.888 522,818 1516.888 .888 .888 ET .888 .888 ,888 .888 .888 .888 8.188 1842.458 1222.458 .888 HALFF ASSOC. SURV. SEON, OG (TRANSITION BACK TO NAT, CFL~'~EL)-- -- APPROX. NEAR OLD COE STA. 57558. GR 519.818 1888.888 514.578 1837.988 588.888 1881.888 588.888 1129.668 499.418 1151.488 GR 588.888 1132.778 588.888 1181.888 514.768 1225.278 528.418 1257.988 521.218 1264.988 ET .888 .888 .888 .888 .888 .888 8.188 1888.248 1245.248 .888 89/89/87 11:58:29 PAGE 11 HALFF ASSOC. SURV. SECN. 'A' (1/29/85) BAF Xl 36148.888 7.888 1868.868 1256.628 288.888 158.888 178.888 .888 .888 .888 GR 528.588 1888.888 518.388 1868.868 581.888 1121.888 581.888 1211.888 516.218 1256.828 GR 516.388 1258.888 518.688 1264.888 .888 .888 .888 .888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.188 1863.538 1218.538 .888 HALFF ASSOC. SURV. SECN. "B" (1/29/85) BAF Xl 36568.888 6.888 1858.738 1238.938 228.888 228.888 228.888 .888 .88~ .888 GR 522.888 1888.888 519.498 1858.738 581.488 1185.888 581.488 1185.888 516.718 1258.938 GR 517.688 1245.888 .888 .888 .888 .888 .888 .888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.188 1888.758 1142.758 .888 HALFF ASSOC. SURV. SECN., TRANS[ST[ON TO CONCRETE (COE STATIONING) Xl 38255.888 7.888 985.88~ 1157.788 75.888 75.880 75.888 .888 .888 .888 PaR 522.488 988.888 522.488 985.888 582.888 1847.888 582.888 1117.888 515.578 1157.788 GE 516.788 1287.888 528.888 1325.888 .888 .888 .888 .888 .888 .888 NC .858 .858 .815 .888 .888 .888 .888 .888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.188 1888.758 1142.758 .888 58255 REPEATED, TRANSZTZON TO CONCRETE (COE STATIONING) Xl 38268.888 7.888 985.888 1157.788 5.888 5.888 5.888 .888 .888 .888 OR 522.~E8 98E.~8E 522.~E~ 985.8E~ 5~2.~ 1~47.~ 5E2.~e 1117.~ 515.57~ 1157.7e~ GR 516.7~ 12~7.~ 52~.~ 1325.~ .~ .~ .~ .~ .~ .~ ET .~ .~8 .~8~ .~ .~ .~ 8.1~ 27~7.~ 282~.~ .~ PORTION OF COE SECN. $858B., BOTTON OF DROP X1 ~8~4~.B~ 11.~B 267B.B~B 28BB.B~B 8~.8~ 8~.~ 8~.~B .8~B .8~ .~ GR 525.2BB 26$B.B~ 526.2~ 26~.~ 526.2~ 26~B.~ 526.2~B 26~.~ 515.~B~ 267~.~ ~ OR 514.g1~ 27~4.5g~ 5~2.2~ 273~.~ 5~2.2~ 28~.~ 51~.95~ 2825.~g~ 515.~ 286~.~ PORT[ON OF COE SECN. 3838~., TOP OF DROP Xl 3836~.~ 11.EB~ 267~.E~ 286E.E~ 2~.8~8 2~.e~ 2~.E8~ .EBB .~8~ .E~ OR 526.2~8 2638.~BB 526.2~ 263~.~ 526.2~ 263~.eB~ 526.28~ 265~.~B 515.~8~ 267~.E~ GE 514.93~ 27~2.7~ 511.3~ 271~.~ 511.5~8 282~.~ 514.97~ 2827.5~ 515.~8~ 286B.~8~ I ~9/~g/87 11:5~:29 PAGE 12 ~T 6.~88 73~8.8~ 1~.8~ 112~.~ 142~.8~ 1~588.~ 1128~.88~ .~8 .~ .~8~ m ET .~ .~ .~ .~ .~ .~ 6.11~ 263~.~ 289~.~ .~ D.$. FACE OF N. BOUND [.H. 635 X1 3838~.~ 15.~ 267~.~ 286~.~ 95.~ 95.~0 95.~ .~ .4~ .~ X3 .~ .~ .~ 263~.~ 529.2~ 289~.~ 529.2~ .~ .~ .~ GE 559.~ .E~ 548.5~ 3~.8~ 531.5E~ 1~0.~ 525.888 263~.~08 515.~8~ 2678.~ ~ OR 514.8~ 274~.~ 511.E~8 2752.~ 511.8~8 2772.~8e 514.8e8 2784.88E 515.888 GE 524.7~ 289~.~ 521.2~ 38~8.~8 521.2~ 42~8.e8~ 526.888 548~.~8~ 5:~4.38~ 558~.~ SB 1.85~ 1.2~ 2.5~ .~ 1~5.8~8 4.~ 592~.E~8 7.5~ 511.~ 511.~ U.S. FACE OF N. BOUND [.H. 635 Xl 3842~.~ .~ .8~ .~ 4~.~ 4~.~ 4~.~ .~ .1~ .~ ×2 .8~ .~ 1.8~ 528.78~ 532.88~ .8~ .~ .8~ .~ .8~ ~ X3 .~ .~ .~ 263~.~0 529.2~ 289~.~ 529.2~ .~ .~ .~0 BT 6.~8~ .8~B 559.58~ .~ 3~.~ 556.5~ .~ 14~.88~ 539.5~ .8B8 BT 38~.~ 529.2~ .~ 42~.8~ 529.2B~ .~B 55~.B~ 534.3~0 .~ .~ ET .~ .~88 .~ .~ .dee .e~ G.~e 2~3~.~8~ 2ege.eee VALLEY SECTION BETNEEN [.H. 635 BR[DGES ~ X3 .~ .~B0 .~ 263~.8~ 52g.2~ 2890.~ 529.2~ .~ .~ .~8~ D.S. FACE OF E. BOUND [.H. 655 Xl 3858~.~ .~8 .~ .~ 8~.~ X3 ,ede .deb .Bee 2638.EeB 529.288 SB 1.858 1.288 2.588 .eBB le5.eeB 4.d88 $928.888 7.588 512.288 512.288 U.S. FACE OF E. BOUND I.H. 635 X1 5862B.BBB .BBB .Bed .Bee ~d.eee ~8.eee ~e.ede .eec .lee .Bed X$ .B88 .Bee .eBB 263B.eBe 529.288 2898.BBB 529.288 .BBB .Bee .dee BT 6.888 .eBB 559.5B8 .dB8 3Bd. Be8 SSS.Sed BT 3Bee. Bee 529.288 .Bee 42Be.Bee 529.288 89/89/87 11:38:29 PABE 13 58' U.S.E. BOUND I.H. 635 -- X1 3867e. BeB .dB8 .Bee .BBB 5B.B88 5e. BB8 58.8~8 .BBe X3 .Bee .dee .BeD 2638.888 529.288 2898.eBe 529.288 .BeD w NC .865 .B6B .845 .eBB .BBB .dee .BeD .deb ET .eBB .888 .dee .d88 .Be8 .Bee 8.188 1517.Bee PROFZLE SECTZON Z - SURVEY SECT[ON 25 Xl 3972d.888 23.888 1713.B88 1726.808 25.888 75~.~88 1858.8d8 .d~8 6R 526.588 1888,888 526.388 1188.888 526.288 1288.88d 525.9d8 1388.888 ~ GE 525.788 1588.e88 519.588 16Be.BeD 519.388 17Be.eBB 519.888 1713,Bde GE 524,488 2lee.BBB 526.888 2288.B~B 526.488 2388,888 526,788 2488.BeB 6R 527.388 2688.888 528.888 2788.888 528.688 28de.BBe .Bee .eBB QT 6.888 5188.888 7888.088 7980.888 9988.888 6288.808 7988.888 .888 END OF A,H.H. CHAN~I£L [MPROVEHENT DATA -- Xl 41188.888 16.e~e 2536.808 2552.~80 1388.80~ 16~0.608 146~.ee~ .888 GR 552.888 438.888 527.588 1888.888 528.288 1748.88d 525.888 2264.888 P_~ 521.288 2536.888 51g.488 2542.Bee 519.488 2546.~88 521.288 2552.~88 GE 525.8~8 2754.~88 526.808 2759.Bee 528.d~8 2781.~88 52g.~E 2944.888 ~ 6R 558.888 3444.ee8 .Bee .Bee .ese .Bee .888 .888 ET .Bee .eBe .Be8 .Bee .Bed .dde 8.188 1545.588 188' D.S. RADIO RD Xl ~195~.~B 29.~8 1791.B~B 181~.~ 77~.~B8 77B.~ 77B.~8 .BB~ .18~ .~ ~ ~ 54~.~ .~ 539.~ 1~.~ 538.~ 2~.~ 537.~ 3~.~ 536.~ 4~.~ 6R 529.5E8 1B~.eB~ 529.4~B 11~e.e~B 529.4E~ 12ee. ESB 528.6ee 13~8.~8 529.4~ GR 529.4~ 15~.~ 529.7~ 16~.~8 527.g~ 17~.~8~ 524.5~ 1713.~ 522.e~ 1791.~e GR 521.7B~ 1797.~e~ 52~.7BB 18~.8~ 521.7B~ 1888.~e~ 522.5~8 181~.~8 525.8~ 19Be.~BO ~ 528.2~ 2~.Be~ 529.7~8 21~8.8~8 529.8BB 22~.~8~ 53~.2~e 23~.8~ 55e.4~8 24~e.e~e GR 53~.6~ 258e.~ 53~.8~e 26~.~ 5~.~ 37~.~ 55~.e~ ~.~ .~8 .~ ~ ET .~e~ .~ .~ .~ .Bee .B~ 8.1~ 15~6.~ 2116.~B~ .~e D.S. FACE RADIO RD, PROFILE SECT[OflAA - S~VEY SECT[~ 26 Xl 42~SB.B~B 55.~ 1788.B~ 18~4.~B I~B.~B I~B.8~ 1B8.~B~ .e~ .~ .~ X3 1~.~ .~ .~ .~E .~ .~ .B~ 527.1B~ 527.~ ~ GR 53e.2~ 1~.~ 53e.1~ 11BB.~ 53B.3~ 12~.B~ 53~.1~ 13~.~ 53B.~ 14~.~ GR 529.8Ee 15e~.B~E 529.6~B 16~B.B~B 529.7~e 17B~.~B~ 52g.7~ 1763.~B 527.1~B 1763.B~ GR 523.5Ee 1771.~eE 522.~e 1788.e~e 521.~B~ 1793.B~ 521.5~B 181g.eE~ 522.1Be 1826.~Ee ~ ~R 523.B~ 1834.E~ 527.~ 1842.~e 52g.sB~ 1842.~e 529.5Be 19B~.~E~ 52g.3~ 2~Be.~ I B9/~9/87 11:3~:29 PA~ 14 ~ 529.g~ 21~.~e 53E.7~E 22e~.~ 531.1~ 23Ee.B~ 531.2~ 24~E.~eE 531.5~ 25~.~ ~R 531.8~ 26~.~ 532.1~ 27~.~ 532.5~ 28~.~ 54~.~ 38~.~ 55~.B~ 45E~.B~ ET .~ .~ .~ .~ .~ .~ 8.1~ 1526.~ 2~g6.~ SB 1.85e 2.268 2.5~ .~ 79.~ .~8~ 473.95~ .~ 521.1~ 521.1~ U.S. FACE RADIO RD SECT ~26 X1 42~9~.~ .~ .~ .~ 4~.~ 4~.~e 4~.~ .~ .8~ .~ BT 2.~ 1763.~ 52g.7~ 528.6~ 1842.~ 529.8~ 528.6~ .E~E .B~ .E~ ET .~ .B~ .BE~ .B~ .8~ .~ 8.1~B 1295.5~ 23~5.5~E .E~ PROFILE SECTI~ BB - ~Y ~CTI~ 27 X1 4217~.~ 28.~ 1791.~ 181~.~E~ 8~.~ 8~.~ 8~.~ .~ .E~ .ee~ GR 548.~ .~ 539.~B I~B.~ 538.~ 2B~.~ 537.~ 3~.B~ 536.B~B 4~.~ ~ GR 529.5B~ 1~.~ 529.4~B 11~.~ 529.4~ 12B~.~ 52B.6~ 13B~.~ 529.4~B 14~.E~ ~ 529.4~ 15~.~ 529.7~ 16~.~ 527.9E~ 17~.~ 524.5~ 1713.~ 522.E~ 1791.E~ ~ 521.7B~ 1797.~E 52B.7~ 18~.~ 521.7~ 18~8.~B~ 522.5~ 181B.~ 525.88~ 19~.~e~ ~ GR 528.2~8 2~.E8~ 529.7~ 21~.~ 529.8E8 22~.~ 53~.2~ 23~.~ 55E.4~ 25~.E~ GR 53~.SE~ 25~.B~ 53~.8BB 26BB.BE~ 54B.~ 5SB~.~B~ .~B .EBB .B~E .E~B PROFILE ~CTI~ CC - S~VEY SECTI~ 28 ~ 55~.~ 6~B.B~ 548.~ 65~.~ 546.~ 7B~.E~ 544.~ 75~.~ 542.~8~ 8~.~ GR 5~5.98~ lEeR.Re8 535.288 11E~.EEe 5~4.3~E 128B.~e 534.188 138~.E88 533.888 1488.~e~ ~R 53~.2~ 15~.~ 53~.8~ 16~.~ 528.8~ 1644.~ 527.7~ 17~.~ 526,8~ 174~,~ ~ GR 524.98~ 1757.~ 525.4~ 1768.~ 5~1.9~ 1786.~ 5~1.98~ 18~.88~ 532.2~ 19~.~ GR 532.388 2888.888 532.688 2188.888 532.588 2288.888 532.888 2388.888 552.288 2488.888 GE 551.888 2588.888 552.588 2688.888 552.588 2788.888 532.988 2888.888 555.588 2988.888 -- GE 535.588 5888.888 558.888 5588.888 .888 .888 .888 .888 .888 .888 ~T 6.888 5188.888 7888.888 7988.888 9988.888 7588.888 7988.888 .888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.188 1858.588 2488.588 .888 PROFILE SECTION DD - SURVEY SECTION 29 ~ Xl 45828.888 26.888 2168.888 2187.888 1488.888 1888.888 1628.888 .888 .888 .888 8R 541.788 1888.888 548.788 1188.888 559.688 1288.888 558.888 1588.888 558.688 1488.888 6R 558.288 1588.888 558.888 1548.888 558.788 1562.888 557.888 1688.888 557.788 1788.888 8R 558.288 1888.888 557.888 1988.888 558.288 2888.888 558.488 2888.888 555.488 289~.888 SE 555.888 2168.888 551.888 2182.888 531.888 2185.888 555.188 2187.888 555.788 2288.888 GR 537.288 2388.888 557.388 2488.888 537.588 2588.888 538.688 2688.888 539.288 2788.888 1 89/89/87 11=38:29 PAGE 15 ET .888 .888 .888 .888 .888 .888 8.188 2189.888 2689.888 -- PROFILE SECTION EE - SURVEY SECTION 58 X1 47458.888 26.888 2349.888 2569.888 1258.888 1558.888 1658.888 .888 .888 __ SR 545.788 1888.888 544.988 1188.888 5~.588 1288.888 543.888 1388.888 542.888 GR 542.588 1588.888 542.188 1688.888 541.788 1788.888 541.188 1888.888 541.888 GR 548.888 2888.888 541.288 2188.888 541.688 2166.888 541.688 2182.888 541.488 GR 548.588 2269.888 536.988 2388.888 535.888 2549.888 552.188 2363.888 555.488 GR 536.888 2488.888 542.888 2475.888 541.688 2588.888 542.588 2688.888 543.588 8R 544.688 2888.888 .888 .888 .888 .888 .888 .888 .888 ~ ET .888 .888 .888 .888 .888 .888 8.188 1226.888 1876.888 188' D.S. COUNTY LINE RD Xl 47548.888 55.888 1511.888 1591.888 18.888 288.888 98.888 .888 .588 GE 544.588 58.888 545.688 158.888 542.888 258.888 542.588 558.888 542.188 GR 541.788 558.888 541.188 658.888 541.888 758.888 548.888 858.888 541.288 ~ C~ 541.588 1188.888 541.588 1288.888 541.288 1588.888 541.788 1488.888 541.788 P~ 541.888 1511.888 538.688 1511.888 551.888 1525.888 558.788 1529.888 554.888 ~R 534.5~ 154~.~ ~34.§88 15/-d~.888 555.388 1565.888 536.488 1584.888 558.488 ~ ~ 541.788 1591.888 541.488 1688.888 541.688 1788.888 541.488 1888.888 541.588 (~ 543.888 2888.888 542.888 2812.888 542.488 2188.888 544.888 2288.888 545.788 ET .888 .888 .888 .888 .888 .888 8.188 996.888 2186.888 D.S. FACE COLI~ffY LINE RD, PROFILE $£CTION FF - SURVEY SECTION 51 ~ X1 47648.888 37.888 1511.888 1591.888 188.888 188.888 188.888 .888 .888 8R 544.3E~ 5E.E~ 543.6~ 15~.~E~ 542.8~ 25E.Ee~ 542.5~E 35e.~e 542.1~ 45~.~ 6R 541.7~ 55~.~ 541.1~ 65~.~ 541.~ 75~.~ 54~.8~ 85~.~ 541.2~ 95~.~ ~ ~ 541.3~ 11~.~ 541.$a~ 12~.~ 541.2~ 13~.a~ 541.7~ 14~a.E~ 541.7~ 15~.~ 8R 541.8a~ 1511.~ 538.6~ 1511.~ 531.~ 1525.~ 53~.7~ 1529.~ 534.~d~ 1535.ddd ~R 534.E~d 1537.dEd 534.5dE 1542.~dd 534.9da 1544,dd~ 535.3dd 1565.dad 535.3d~ 1567.~ 8R 544.a~a 22dd.d~ 545.7d8 23~d.d~ .~dd .~dd .ddd .ddd .add .add -- ET .aaa .d~a .~d~ .dd~ .~dd .dd~ 8.1d~ 1d41.ddd 2dB1.ddd .a88 SB 1.~5a 2.?~5 2.5d~ .d~d 65.5dd 4.~B 416.7dd 1.125 534.4~ 534.4dd m U.S. FACE COUNTY LINE RD SECT/31 X2 .ddd .dAd 1.ddd 54d.4dd 541,?dd .ded .ddd .ddd .dad .ddd BT 2.ddd 1511.~ 541.8~ 54~.4~ 1591.d~ 541.7dd 54d.4dd .add .a~d .ddd 1 ~9/~9/87 11:3d:29 PACE 16 ET .ddd .ddd .Bdd .~dd .ded .dEd 8.1dE 1113.5~d 1988.5dd 5~' U.S. COUNTY LINE RD X1 4772~.~d~ $5.~dd 1511.8~ 1591.~0 5~.~ 5~.~e~ 5d.d~d .8d~ .3dd GR 544.3d~ 5d.d~d 543.6dd 15d.~ 542.8~ 25~.~d 542.5~d 35d.~8 542.1dd 45~.~ m SR 541.7~ 55~.~d 541.1~d B5d.ddO 541.ddd 75~.d~d 54d.8~ 85d.d~ 541.2d~ GR 541.Bd8 1511.edd 53B.6d8 1511.dd8 531.de~ 1525.dSd 538.7~d 1529.d~d 534.ddd ~ 534.5d~ 1542.e~ 554.9dd 1544.dd8 535.$d~ 1565.dde 536.4dd 1584.ddd 53B.4dd 1591.Bd8 GR 543.dSd 2dBd.dd~ 542.Bd~ 2812.d~ 542.4~d 21d8,eSd 544.~d~ 22dS.ddd 545.7dd PROFILE SECTION GG - SURVEY SECTION 32 X1 4835d.dde 25.ddd 213d.ade 23de.ede 6E~.Eed 3~d.ddd 63d.dee .BEe .aEe GR 549.5ed lddd.dde 546.9dd 11dE.d8~ 546.8ee 12de.dd~ 545.7~e 13dd.ddd 544.9dd 148E.EE~ eR 537.7Be 2257.~e~ 539.1ee 23e8.eEe 539.6~e 24~E.EeE §39.6eE 2423.~e $43,2~8 2451.~ GR 544.1dd 25ed.ddd 544.5~e 26~e.8ee 545.9de 27EE.de8 546.6~ 28Ee.~ 547.7E~ 29~.~e I ag/Eg/87 11:3E:29 PAGE 17 THIS RUN EXECUTED Bg/d9/87 11:32:48 HEC2 RELEASE DATED NOV 76 UPDATED It/kY 1984 ERROR CORE - lB1 __ MODIFICATION - 5~,51,52,53,54,55,56 IBM-PC-XT VERSION T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS (FIS li)i) YEAR DISCHARGE) T2 EXTENDED FLOOD INSURANCE STUDY (ET RUN) SEP 1987 ~ TS GRAPEVINE CREEK ( 547i)1 -- GRFET 31 ICHEC~ INQ NINV IDIR STET METRIC HVINS Q WSEL FQ J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IB~I CHNIM ]TRACE 15.~1~1) . I)~)1~ -1 1 ~)9/i)9/87 11:3~1:29 PAGE 18 THIS RUN EXECUTED i)9/l)9/87 11:53:47 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORE - HOD]FICAT]ON - 5i~,51,52,5~,54,55,56 IBM-PC-XT VERSION NOTE- ASTERISK (~) AT LEFT OF CROSS-SECTION NLIflBER INDICATES MESSASE IN SUltRY OF ERRORS LIST GRAPEVINE CREEK (547R1 - SUltRY PRINTOUT TABLE 11~ SECNO Ct4SEL DIFKX4S EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 2~54~.~ 472.81 .~ 475.49 582.81 29~2.4) B121.$7 7)6.19 .B~ .~ 15~B.88 1579.B~ .88 2~548.80~ 47).81 1.~ 474.57 )$7.56 18~9.94 BB~1.65 1148.~1 )5~.B~ 1)68.58 15~8.B~ 1579.B~ 1718,58 2189~.~0~ 475.72 .~ 476.66 441.58 89~.45 8175.76 275~.79 .~8 .~ 119~.~0 1255.88 2169~.~ 476.56 .84 477.57 25~.~0 1199.79 8719.77 1BB~.~5 258.88 1897.58 1198.~8 1255.88 13~7.58 -- 226~.~ 478.81 .~ 479.88 589.87 $415.62 77~2.9~ 683.47 .~ .~ 1597.~ 1~47.B~ .~ 226~.~ 479.47 .66 481.~ 2~.~0 1926.1~ 8996.79 877.11 2~.~ 1~22.~ 1~97.~ 1447.~ 1522.~ -- 2~9~.~ 482.54 .~ 482.91 ~65.51 862.23 1~934.27 3.50 .~ .~ 1215.~ 1)85.~ .~ 23988.888 485.56 1.~2 483.93 198.6~ 136.34 11655.38 8.36 288.8~ 1288.88 1215.~8 1385.88 1488.~0 2493~.eE~ 484.el .ee 484.56 25e.ll 1E4.67 11649.85 45.48 .e~ .E~ 12~.ee 139e.~ .~ _ 2493e.eee 464.83 .82 485.32 19e.e~ .ee 116~0.e~ .ee 19e.oe 1200.00 120e.eo 1590.0e 139~.00 ~ 25e85.ee~ 483.99 .ce 487.e5 243.45 297.88 11376.41 123.71 .e~ .~ 1537.E~ 1627.~ .8~ ~ 25~85.eee 483.13 -.86 487.31 ge.00 .0~ 1160~.E~ .~ ge.8~ 1537.E~ 1537.~0 1627.8~ 1627.~ 25135.e~ 485.91 .ee 487.55 316.05 967.56 18761.74 76.77 .~ .es 1534.~B 1623.8~ .8~ 25135.B~B 485.87 -.~5 488.83 89.00 .~ 118~8.~ .60 89.~ 1534.e~ 1534.~B 1623.88 1623.8~ 25185.eee 486.55 .~0 487.77 277.86 1424.76 9732.59 642.65 .8~ .ee 112e.e~ 1186.00 .~e 25185.e~ 486.61 .e6 488.38 1~5.~8 535.07 18919.72 345.21 1~5.86 1166.56 112~.8~ 1186.~ 12~5.5~ 25235.~8 487.~3 .B~ 487.9~ 231.84 429.65 18886.55 483.81 .Oe .~0 1679.30 1166.0e .0~ 25235.e00 487.47 .~o, 488.47 leO.eB 74.41 11633.e4 92.55 10e.ee le72.$5 1e79.3e 1166.e~ 1172.65 ~ 2528e.eee 487.36 .ee 487.98 183.99 25.8e 11422.56 351.B3 .de .Oe 1~46.3e 1153.00 .~0 2528e.~e8 487.93 .57 488.56 110.08 5.82 11786.36 7.81 110.eB 1044.65 1~46.36 1153.08 1154.65 ~ 25325.~e 487.57 .~ 488.83 174.42 .18 11741.85 57.97 .e~ .B~ 1~23.B~ 1173.0~ .~8 25325.~B~ 488.15 .58 488.62 130.~e .e~ 11800.80 .oe 13e.~8 1~33.68 1023.08 1173.B~ 1163.¢8 1 e9/eg/87 11:3e:29 PAGE 19 ~ SECNO Ct4SEL DIFKI.4S EG TOPWID QLOB QCH 0RDD PERENC STENCL STCHL STCHR STENCR 25375.0e0 487.64 .ee 488.e8 162.25 .~0 118ee.00 .ee .e~ .~ 1~8~.~ 1182.8~ .~ ~ 25375.0ee 488.20 .56 488.66 13e.~ .~0 118~8.0~ .es 130.~ le26.~ 1~.~ 1182.88 1156.8~ 25421.0~0 487.82 .e~ 488.12 192.10 .~ 118~.~ .~8 .E~ .e~ 11~.~ 13~5.e~ 25421.eee 488.37 .55 488.7e 15~.e0 .00 118e8.0~ .~ 150.~8 1127.58 110~.8e 1385.~ 1277.5~ 25422.eee 487.80 .ee 488.14 187.e7 .ee 118ee.~ .~e .00 .~0 11~8.88 1385.e0 25422.~0 488.35 .55 488.72 145.e~ .e~ 11888.~0 .8~ 158.~ 1127.58 1188.88 1385.~8 1277.58 25542.000 487.84 .00 488.19 187.15 .eo 11800.08 .00 .ee .e~ 11e~.ee 1305.80 .~ 25542.0~0 488.39 .55 488.78 145.80 .eo 118~8.00 .oe 158.0~ 1127.5e 11e0.0~ 13e5.00 1277.58 25543.e~8 487.88 .se 488.2e 192.32 .00 11888.e8 .es .~ .~ 11~8.08 1305.8e .00 25543.880 488.43 .55 488.79 150.00 .~8 1188~.e8 .e~ 158.88 1127.58 1188.88 1385.88 1277.58 ~ 25568.888 487.75 .8~ 488.35 161.93 5.39 11778.55 16.~6 .e~ .e~ 1~26.68 1155.88 25568.88~ ~88.35 .59 488.89 159.19 8.~, 11763.52 28.~ 17~.~ 1~2.5~ 1~2~.~ 1155.~8 1172.5~ 25618.68~ 487.76 .~8 488.43 169.81 5.87 11769.6~ 24.53 .ee .ee 1~22.88 1151.e0 .~ 25618.88e 488.35 .59 488.96 156.22 9.14 11751.52 ~9.34 17e.ee le01.58 1022.88 1151.~8 1171.5~ 25668.eee 487.89 .ee 488.58 2~1.41 21.~9 11746.59 32.32 .ee .ee 1~34.ee 1185.88 ~ 25668.e88 488.47 .58 489.82 188.85 27.77 11728.52 43.71 19~.88 1~14.5~ 1834.8~ 1185.~8 1284.5~ 25714.eee 487.89 .e~ 488.61 252.57 22.29 11739.78 37.93 .~ .88 121~.~ 1386.88 .88 ~ 25714.88e 488.47 .58 489.12 188.88 4.e6 11791.85 4.1~ 18~.~8 12~8.~8 1218.~8 1386.8~ 1388.88 25754.B~B 488.~1 .~ 488.69 324.89 897.43 18761.81 148.75 .B~ .e~ 1154.B~ 1279.88 .~ 25754.~88 488.51 .58 489.28 188.88 543.17 11116.41 148.43 188.88 1126.5~ 1154.8~ 1279.88 1366.5~ 25828.888 488.24 .88 488.81 438.62 1567.58 5947.64 4384.79 .88 .~8 1245.88 1291.66 .~8 25828.888 488.3~ .~6 489.48 228.~8 1712.58 7735.75 2451.74 228.88 1158.88 1245.86 1291.86 1378.~ ~ 2617~.~8~ 488.59 .~8 489,89 262.76 441.23 7368.7~ 4698.86 .88 .~8 1845.~8 1898.8~ .8~ 26178.866 489.46 .67 496.78 194.14 .6~ 7498.57 4489.45 194.14 1645.88 1845.88 1898.86 1239.14 ~ 26558.~88 489.99 .88 491.49 166.27 338.79 11322.88 247.13 .88 .88 1848.88 114~.8~ .~8 2655~.888 49~.85 .88 492.34 188.88 .86 1196~.66 .8~ 168.86 1848.86 1846.86 1146.88 1148.¢6 26888.8~8 491.18 .~6 492.96 166.21 339.41 111~6.31 454.28 .86 .66 1756.66 1826.66 .88 26888.866 491.92 .82 493.67 116.86 335.17 11324.97 239.86 118.88 1733.~ 1758.8~ 1826.8~ 1843.~8 27856.888 491.78 .88 495.89 174.45 138.86 8916.93 1445.81 .86 .88 1823.86 1~78.8~ .8~ ~ 27658.886 492.43 .65 494.51 122.32 183.81 9162.82 1153.36 125.56 18~8.~8 1E23.88 1878.88 1125.58 27488.E88 494.71 .88 495.28 598.91 3333.86 898~.76 266.18 .86 .68 1926.8~ 1992.88 .86 ~ 2748~.E68 495.28 .49 495.93 415.88 2781.49 7671.66 126.86 415.8~ 1585.8~ 1926.88 1992.88 288~.88 27548.886 494.69 .88 496.86 167.18 .88 16566.88 .88 .88 .8~ 1958.86 2878.66 .~8 27546.886 495.28 .59 496.55 97.66 .88 18588.~8 .86 1~7.66 1968.58 1958.88 2~78.66 2~67.5~ I ~9/69/87 11:38:29 PAGE 28 SE(NO CI~SEL DIFK)./S EG TOPWID QLOB QCH QRO8 PERENC STENCL STCHL STCHR STENCR 27578.8~8 494.93 .8~ 496.23 1~7.25 .86 18588.88 .88 .8~ .68 1958.~ 2678.~6 .8~ 27578.8~8 495.58 .57 496.76 97.69 .88 1~588,88 .88 1~7.88 1968.58 1958.88 2878.88 2~67.58 27628.8~8 495.62 .8~ 496.43 598.88 2753.68 7522.34 243.97 .8~ .8~ 1926.~8 1992.~8 .~8 27628.888 496.15 .53 496.95 443.96 2822.81 7677.19 .88 443.96 1548.84 1926.88 1992.68 1992.~ 38138.888 582.17 .8~ 5~3.3~ 241.34 4493.21 6~86.33 .46 .88 .86 2188.66 2222.86 .88 3~138.888 582.68 .51 5~3.86 127.~8 4317.96 6182.~4 .8~ 127.88 2894.92 2186.88 2222.66 2222.~8 3~189.888 582.14 .8~ 583.87 98.12 .66 185~8.68 .88 .88 .86 2138.86 2263.86 .88 38189.886 582.71 .57 584.32 98.66 .66 18568.86 .68 98.66 2155.56 2138.86 2263.88 2245.56 38196.866 561.97 .88 584.86 9~.75 .88 18588.~ .6~ .8~ .86 2138.08 226~.~8 .8~ 56198.688 562.56 .66 564.48 84.86 .~8 18588.88 .88 98.88 2155.5~ 2138.88 2263.~8 2245,58 ~28~,888 5~2.~9 .~8 584.~2 91.45 .B~ 1~5~8.~ .~8 .ee .e~ 213~.88 22s).88 .88 38288.888 582.87 .48 584.69 84.~8 .88 1~588.88 .88 98.88 2155.58 2138.68 2263.68 2245.58 38281.~88 582.98 .68 564.46 99,88 .88 16568.88 .68 ,66 .66 2138.68 2263,68 ,68 38281,888 583.38 .48 584.81 98.88 .88 18588.88 .68 98,68 2155.58 2138.~6 2263,88 2245.58 38256.888 5~4.82 .88 584.68 337.29 5855.59 5372.61 71.79 .88 .~ 2188.8~ 2222.8~ .8~ 38256,888 584.28 ,26 585,82 155,85 4947.37 5552,63 .88 155,85 2866.95 2188,8~ 2222.88 2222.88 3131~,868 586,15 ,86 586,65 418,98 6288,59 4211.61 ,68 .86 ,~8 1863,~ 1928,88 .88 19 $1519.8~8 586.48 .$3 587.89 179.99 6876.18 4423.82 .88 185.68 1734.48 1863.88 1928.88 1928.8~ 31468.888 586.33 .88 587.19 118.88 .88 18588.88 .88 .88 .88 1795.88 1915.08 .0~ 3148~.88~ 586.73 .48 587.55 117.97 .8~ 18588.80 .88 118.88 1796.88 1795.88 1915.8~ 1914.Ee 31588.888 587.78 .88 588.46 119.43 .~ 185~8.80 .00 .88 .88 1795.88 1915.~ .8~ 31588.888 588.22 .44 588.86 119.88 .8~ 18588.88 .88 119.88 1795.58 1795.~8 1915.88 1914.58 31758.888 588.58 .88 588.68 248.57 .8~ 18588.88 .08 .88 .88 1888.88 1268.88 .88 31758.888 588.89 .39 589.85 244.45 .88 18588.88 .88 248.88 1~18.88 1880.88 1268.88 1258.88 32748.808 588.98 .88 589.11 255.54 .88 1858~.~ .88 .8~ .8~ 188~.88 1293.5~ .8~ 32748.888 589.24 .34 589.44 245.84 .88 1858~.88 .88 248.88 1822.75 1888.88 1293.58 1278.75 54845.888 589.65 .88 589.91 267.32 .88 11288.88 .Ed .88 .~ 180~.80 1351.88 .8~ 34845.888 589.91 .26 510.16 258.95 .88 11280.88 .88 267.88 1842.8e 1808.88 1351.88 1389.8~ 34338.888 518.12 .24 518.55 247.88 .88 112~.88 .88 254.88 1037.58 1088.88 1329.8~ 1291.58 34348.888 589.92 .88 518.36 254.88 .88 11288.88 .80 .80 .80 1888.88 1329.88 .88 34348.888 518.15 .23 518.57 247.8~ .88 11288.e8 .88 254.88 1837.58 1~88.88 1329.8~ 1291.58 34878.888 511.88 .8~ 511.55 259.79 .88 112~8.8~ .80 .88 .88 180~.08 1332.88 .88 34878.888 511.22 .14 511.68 254.94 .88 112~8.88 .88 259.08 1836.58 1888.88 1332.88 1295.58 89/89/87 11:38:29 PA$E 21 Ct4SEL DIFK[4S EG TOPWID ~LOB QCH I~RO8 PERENC STENCL STCHL STCHR STENCR 512.14 .88 512.64 244.84 .88 112~.8~ .8~ .8~ .88 1882.88 1382,88 .88 512.22 .88 512.72 244.88 .88 11288.88 .88 244.88 1838.8~ 1~2.~ 1382.08 1274.8~ 512.48 .88 512.87 258.82 .88 112~.88 .88 .88 .88 1882.88 1582.~8 .~8 512.47 .87 512.95 256.72 .88 112~8.88 .~0 258.88 1825.88 1882.8~ 1382.88 1281.88 512.71 .88 515.44 244.27 ;88 11280.88 .88 .88 .8~ 1888.88 1316.88 .88 512.77 .86 513.48 241.17 .8~ 11288.8~ .~8 244.88 1856.88 188~.88 1316.88 1288.8~ 513.53 .80 515.89 179.96 .88 11288.88 .88 .88 .88 1888.88 1264.98 .88 515.~7 .~4 515.92 178.64 .~ 112~.~Z .~e 18~.~ 1842.45 100~.~ 1264.9~ 1222.45 515.58 .88 514.26 164.97 .e~ 11288.88 .88 .88 .88 1868.86 1256.62 .88 515.55 ,85 51~.29 161.82 .~ 1128~.~e .~e lGS.ee 1~0~.24 1868.98 1256.62 12~5.24 515.95 .88 514.85 155.32 .88 11288.88 .88 .88 .88 1858.73 1238.93 .80 513.97 ,81 514.86 151,85 .88 11288.8~ .88 155.~ 1863.33 1858,7~ 1238.9~ 1218.33 515.97 .8~ 515.19 141.84 .~8 11288.88 .~8 .88 ,88 985,88 1157,70 ,88 515.96 -,82 515.21 131,63 .88 11288.88 ,88 142,88 188~,75 985.88 1157.78 1142,75 515.98 ,88 515.19 141,94 ,88 11288.88 .88 ,88 ,88 985.88 1157,78 .88 51~,97 -,82 515,21 131,67 ,8~ 112~8.8~ ,88 142,88 1888,75 985.80 1157.78 1142.75 28 3834~.~8~ 513.67 .~ 515.38 115.89 .~ 112~.~e .~ .BE .~ 267~.~ 286~.~ .E~ ~ 38348.~ 513.69 .81 515.39 115.94 .~8 112~.~ .~ 116.~ 27~7.~ 267~.~ 286~.~ 2823.~ * 3836~.~8 517.52 .~ 519.9~ 2~4.41 11.2~ 1117g.55 9.26 .~ .~ 267~.~ 286~.~ .~ # 3836~.~8 517.51 -.~1 519.92 19~.~ .~ 112~.~ .~ 19~.~8 267~.~ 267~.~ 288~.~ 286~.0~ * 3838~,~e~ 518.99 ,e~ 521,37 214.39 45.75 11116,41 37,83 288.B~ 263~,~ 267~,e8 286~.8~ 289~.~ # 38388.~8 518,99 .8~ 521.37 214,39 45,74 11116.43 37,83 268.e8 263~,e8 267e,e8 286~.~B 2890.~ $842~.~ 519.4~ ,~E 521.49 216.54 51,36 11186,17 42.47 268.88 2638.~B 267~.~ 2868.~8 289~.~8 38428.~ 519,4~ .ed 521,49 216.53 51,35 111~6.18 42,47 268.88 263~.e8 267~,e8 2888.~8 2890.~ 385~.~ 519,97 ,~ 521,78 218.37 519.18 18251,48 429.34 268.8~ 2638.~ 267~,~ 286~.~8 299~,~ 385~,B~ 519,97 ,88 521.78 219.37 519.$~ 18251,26 429.44 26~.~ 263~,~ 2678.B~ 286~.~8 289~,~e m 3859~.~ 521.~7 .88 522,48 223.~5 624.49 1~59.89 516.44 26~.8~ 263~.~ 2678,~B 286~.~ 289~.~0 3858~,88~ 521.~7 ,88 522,48 223.~5 624.46 1~59.14 516,41 26~.~B 263~,~8 267~,~8 286~,~ 289~,~ m 3862~,e~ 521,21 ,8~ 522,6~ 223,35 631.14 1~846.94 521,93 26~.88 263~.~B 2678,~ 296~,~ 289~.~ 3862~.888 521,21 .BE 522.6e 223,35 631.18 18~47.~ 521,98 26~.~8 263~,~8 267~,~8 2868,~ 289~.~ 3867~.B~E 521.67 .~ 522.9E 225.83 686,87 9946,57 567.36 26~.~e 2638,~ 2678.~e 286~.~8 289~.~ ~ 3867~.~8~ 521.67 .88 522,9~ 225.83 685,99 9946.72 567,29 26~.8~ 2638,B~ 2678.8e 286~.8~ 2898.0~ 3972~,~ 525.89 .8~ 526.2~ 888,95 4684.53 883,91 5631.56 .eB .~ 1713.8~ 1726.88 .E~ ~ 3972~.~ 526.~2 .13 526.5~ 4~5,8~ 5554.48 1~26.31 4619,21 4~5.88 1517.e8 1713.8~ 1726.~ 1922,8~ 1 89/~9/87 11:3~:29 PAGE 22 SECNO C~SEL DIFKNS EG TOP, ID QI. OB QCH QROB PERENC STENCL STCHL STCHE STENCR 4118~.8~ 528.67 .8~ 528.73 2~4~.65 463~.42 533.2~ 2736.38 .~ .~ 2536.~ 2552.8~ .~ 4118~.~ 529.3~ .62 529.39 6~8.~ 3899.45 614.75 3385.81 6~.~ 2244.~ 2536.~ 2552.~ 2844.~ 4195~.~ 529.66 .~ 53~.1~ 1~43.66 3~5~.95 1383.84 3465.21 .~ .8~ 1791.~ 181~.8~ .~ 4195~.~ 53~.27 .61 53~.62 51~.~ 296~.21 1257,91 3651.88 51~.~ 1545.5~ 1791.~ 181~.~ 2~55.5~ ~ * 42~5~.~8~ 531.89 .~E 531.89 1396.71 2495.96 4284.97 1199.~6 .~ .~ 1788.~ 1834.8~ .~ · 42~58.~ 53~.96 -.13 532.26 61~.~ 1862.45 4878.57 1158.98 61~.~ 15~6.~ 1788.~ 1834.~ 2116.~8 ~ 4289~.~8~ 535.41 .~ 535.42 2729.25 5735.57 1117.77 3~46.67 .~ .~ 1788.~ 1834.~ .~ 42~98.888 555.24 -.17 535.35 57~.~ 2725.48 2556.~4 2618.56 57~.~8 1526.~ 1788.~ 1834.~ 2~96.~ 4217~.~ 535.42 .~ 535.42 2748.39 3824.4~ 355.16 372~.44 .~ .~ 1791.8~ 181~.~ 4217~.~ 535.36 -.~6 535.38 1~1~.~ 349~.26 545.12 3864.62 1~1~.~ 1295.5~ 1791.~ 181~.B~ 2305.5~ 442~.~ 535.57 .~ 535.61 2~15.82 2522.51 1148.87 4228.63 .~ .~ 174~.88 1786.~ .~ ~ 4428~.eE~ 555.72 .15 555.89 580.~ 5945.26 2~39.25 1915.49 588.88 1473.~ 174~.~ 1786.~ 2~53.~ · 4582~.~ 538.3~ .~ 539.~2 1~22.92 3576.44 1818.72 25~4.83 .~ .~ 216~.~ 2187.~8 .~ ~ 45828.~ 538.79 .49 539.32 63~.~ 3489.57 166~.~9 275~.34 63~.~ 1858.5~ 216~.8~ 2187.~ 2488.5~ 543.63 .88 543.77 1416.85 4663.23 1151.33 2885.44 .88 .88 2~49.88 2369.~8 544.25 .57 544.49 588.88 3382.98 1496.55 3828.68 588.85 2189.88 2349.88 2369.85 543.69 .88 543.93 1949.36 3236.41 3677.28 986.39 .88 .88 1511.88 1591.88 544.38 .61 544.81 658.88 148~.15 4976.62 1523.23 658.88 1226.88 1511.8~ 1591.55 543.98 .88 544.87 2182.37 3829.89 2748.91 1338.88 .85 .88 1511.88 1591.85 544.87 .89 544.98 1118.88 2567.85 3111.93 2228.22 1118.88 996.88 1511.88 1591.8~ 548.59 .88 548.59 2258.88 4787.18 1897.86 2895.84 .88 .88 1511.88 1591.85 548.94 .36 548.96 1828.8~ 2985.63 1948.84 2973.52 1828.85 1841.88 1511.88 1591.85 548.59 .88 548.59 2255.88 4693.39 1131.78 2874.83 .85 .88 1511.88 1591.88 548.94 .35 548.97 875.88 2785.68 2221.16 2893.24 875.8~ 1113.58 1511.88 1591.88 548.61 .8~ 548.63 1865.66 2426.94 3164.36 2358.78 .88 .88 2138.88 2380.88 548.96 .35 549.14 248.88 258.25 6936.97 712.78 248.88 2595.88 2138.85 2358.88 11:38:29 PAGE 23 SIJI~RY OF ERRORS AND SPECIAL NOTES CAUTION SEONO- 25885.888 PROFILE- 1 CRITICAL DEPTH ASSUPIED CAUTION SECNO- 25885.8~8 PROFILE- 1 PROBABLE RININUR SPECIFIC ENERGY CAUTION SEONO- 25885.888 PROFILE- 1 28 TRIALS ATTERPTED TO BALANCE WSEL CAUTION SECNO- 25885.888 PROFILE- 2 CRITICAL DEPTH ASSUt4ED CAUTION SECNO- 25885.888 PROFILE- 2 PROBABLE NININUR SPECIFIC ENERGY CAUTION SECNO: 25~85.858 PROFILE= 2 28 TRIALS ATTENPTED TO BALANCE 1,4SEL CAUTION SECNO= 38368.888 PROFILE- 1 CRITICAL DEPTH ASStX, IED CAUTION SECNO- 38368.888 PROFILE- 1 PROBABLE RINIRUH SPECIFIC ENERGY CAUTION SECNO- 3836~.888 PROFILE= 1 2~ TRIALS ATTEMPTED TO BALANCE blSEL CAUTION SECNO- 3836~.888 PROFILE- 2 CRITICAL DEPTH ASSURED CAUTION SEONO- 38365.885 PROFILE- 2 PROBABLE MINIRUI~ SPECIFIC ENERGY CAUTION SECNO- 38368.888 PROFILE- 2 28 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SEONO- 38388.~85 PROFILE= I CRITICAL DEPTH ASSL~D CAUTION SEC:NO= 38585.505 PROFILE- I PROBABLE NINIRU~I SPECIFIC ENERGY CAUTION SECNO~ 3838~.~8~ PROFILE- I 28 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO- 3838~.~8 PROFILE- 2 CRITICAL DEPTH ~D CAUTION SEGNO= 3838~.888 PROFILE- 2 PROBABLE ~INIRUN SPECIFIC ENERGY CAUTION SECNO- ~838~.858 PROFILE- 2 28 TRIALS ATTERPTED TO BALANCE GISEL CAUTION SEONO= 42858.8~0 PROFILE- 1 CRITICAL DEPTH ASSUNED CAUTION SECNO= 42858.855 PROFILE- 1 PROBABLE RINIRUR SPECIFIC ENERGY CAUTION SECNO= 4285~.85~ PROFILE= 1 28 TRIALS ATTERPTED TO BALANCE ktSEL CAUTION SECNO- 42858.888 PROFILE- 2 CRITICAL DEPTH ASSLI~ED CAUTION SEONO- 42858.858 PROFILE- 2 PROBABLE RININUN SPECIFIC ENERGY CAUTION SECNO- 42858.888 PROFILE- 2 28 TRIALS ATTEHPTED TO BALANCE I~SEL CAUTION SE(NO- 45828.888 PROFILE- 1 CRITICAL DEPTH ASS~D CAUTION SECNO- 45828.888 PROFILE- 1 PROBABLE MINIHUIq SPECIFIC ENERGY CAUTION SECNO- 45828.888 PROFILE- I 28 TRIALS ATTEMPTED TO BALANCE WSEL 89/89/97 I 1: 58: 29 PAGE 24 FLOBDI,~AY DATA. ORAPEVINE CREEK (54781 - PROFILE NO. 2 ....... FLOODWAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION WEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 337. 2285. 5.2 473.8 472.8 1.8 25~. 1894. 6.2 476.5 475.7 .8 28~. 1618. 7.3 479.5 4?8.8 .7 191. 2~82. 5.9 483.3 482.3 1.~ 19~. 2185. 5.6 484.8 484.8 .8 9~. 719. 16.4 483.2 484.8 -.8 89. 999. 11.8 495.9 485.9 185. 1278. 9.2 486.6 486.5 .1 188. 1538. 7.7 487.4 487.8 11~. 1861. 6.3 488.8 497.4 .6 138. 2141. 5.5 488.2 487.6 .6 138. 2168. 5.4 488.2 487.6 .6 158. 2541. 4.6 488.4 487.8 .6 158. 24~8. 4.8 488.3 487.8 .5 158. 2365. 5.8 498.3 487.8 .5 158. 2469. 4.8 488.5 497.9 .6 159. 2827. 5.8 488.4 487.8 .6 156. 1922. 6.1 488.4 487.8 .6 188. 2827. 5.8 488.5 487.9 .6 188. 1831. 6.4 488.5 487.9 .6 188. 1932. 6.1 488.5 488.8 .5 22~. 1888. 6.3 489.3 488.2 .1 194. 1788. 7.8 489.5 488.6 .9 188. 1212. 9.8 498.9 498.8 .g 119. 1221. 9.7 491.9 491.1 .8 122. 1843. 18.1 492.5 491.8 .7 ~15. 2166. ~.8 495.2 ~94.7 .5 98. 1168. 9.8 485.3 494.7 .6 98. 1162. 9.8 495.5 494.9 .6 ~. 2~23. 5.2 496.1 495.6 .5 127. 1335. 7.9 582.7 582.2 .5 98. 1833. 18.2 582.7 582.1 .6 98. 945. 11.1 582.6 582.8 .6 98. 972. 18.8 582.9 582.4 .5 98. 1893. 9.6 583.4 583.8 155. 1686. 6.2 584.3 584.8 .3 188. 1778. 5.9 586.5 586.2 3148~.~8 118. 1458. 7.2 586.7 586.3 .4 31588.8~8 119. 1636. 6.4 5~8.2 587.8 .4 31758.~88 244. 3214. 3.3 588.9 588.5 .4 32748.888 245. 2939. 3.6 589.2 5~8.9 .3 34845.~88 259. 2759. 4.1 5~9.9 589.8 .3 89/89/87 11:38:29 PAGE 25 FLO(XS~Y DATA, I~RAPEVINE CREEK (547~1 - PROFILE NO. 2 ....... FLOODNAY ....... NATER SURFACE ELEVATION STATION WIDTH SECTION NEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLDODI~Y A 34338.888 254. 2136. 5.2 518,1 589.9 .2 34348.8~8 254. 2141. 5.2 51~.1 5~9.9 .2 34878.8~8 255. 2~58. 5.4 511.2 511.1 .1 35458.8~8 244. 1977. 5.7 512.2 512.1 .1 35578.88~ 257. 2841. 5.5 512.5 512.4 .1 35778.~8 241. 1652. 6.8 512.8 512.7 .1 3597e.~8~ 179. 1873. 6.8 513.3 513.3 ~ 3614~.8~8 162. 1596. 7.~ 513.5 513.5 36368.~ 151. 1476. 7.6 514.8 514.8 38255.8~8 132. 1249. 9.8 514.8 514.~ 38268.888 132. 1251. 9.8 514.8 514.~ 3834~.88~ 116. 1868. 1~.5 513.7 513.7 3836~.88~ 198. 988. 12.4 517.5 517.5 $8388.~8~ 214. 939. 11.9 519.8 519.~ -- 38428.88~ 217. 1~7. 11.1 519.4 519.4 385~.888 218. 1865. 1~.5 52~.8 52~.~ 38588.888 223. 1217. 9.2 521.1 521.1 ~ 3862~.888 223. 1227. 9.1 521.2 521.2 38678.88~ 226. 1389. 8.6 521.7 521.7 39728.8~ 4~5. 2118. 5.3 526.8 525.9 .1 4118~.Ee8 688, 3317, 2.4 529,3 528.7 .6 ~ 41958.8e~ 51~. 1872. 4.2 53~.3 529.7 .6 42~5~.~ 61~. 1372. 5.8 531.1 531.1 42~9~.~ 57~. 3768. 2.1 555.3 535.4 -.1 ~ 4217~.~8~ 1818. 7457. 1.1 535.4 535.4 ~42~.~ 588. 2812. 2.8 535.7 535.6 .1 45828.888 638. 1614. 4.9 538.8 538.3 .5 47458.~8~ 5~. 2144. 3.7 544.2 543.6 .6 4754~.88~ 65~. 2~3~. 3.9 544.3 543.7 .6 47648.~8~ 111~. 4127. 1.9 544.9 544.8 .9 4767~.~ 1~2~. 8~15. 1.~ 549.~ 548.6 .4 ~ 4772~.~ 875. 6747. 1.2 549.8 548.6 .4 4835~.888 24~. 2448. 3.2 549.8 548.6 .4 1 ~ 89/~9/87 11:34:~1 PAGE THIS RUN EXECUTED !~9/1~9/87 11:$4:1~1 ::::::::::::::::::::::::::::::::::::::::::::::: HEC2 RELEASE DATED NOV 76 UPDATED HAY 1984 ERROR CORR - HOOIFICATION - 5~t,51,52,53,54,55,56 IBI~-PC-XT VERSION 7 APPENDIX 7 GRAPEVINE CREEK - COPPELL, TEXAS CROSS SECTIONS FLOODPLAIN MGM'T AREA MAPS LEGEND 2:38 + O0 _ STREAM STATION -- 458 ~ WATER SURFACE ELEVATION / ~ SHEET NUMBER- EXISTING CONDITIONS _ t/'~PI SHEET NUMBER - PROPOSED CONDITIONS - ~ LIMIT OF DETAILED STUDY \~ FLOODWAY BOUNDARY - ~~-- ~ LAKE - PROFILES LEGEND - Z BRIDGE - ~ DAM CROSS SECTIONS LEGEND - ~ CUT C~oss-$ection 21690 499 ................................... ~ ........................ 485 ................................... i ........................ 4?$ I 478 C~oss-Section 22&~! 526 ............................................................ 510 ............................................................ -- $9e . 498 _ 478 -- 450 ~ ST~TI~ (reef) Cposs-$ection 239MI 495 ..................................................... : ...... 498 4?5 47~ 485 4~9 ${{Tl~ (Feet) Class-Section 24938 590 ......................................... i .................. 495 ..... .. ................................... i .................. 498 485 475 470 STMI~ (teet) ~ C~oss-S~ction 25085 492 ..... : ................................... : .................. r. 484 L -- 489 I 47(~ -- 488 t' .... 4441' 14~}9 15~1{ 15~9 l&'~18 16~6 17~le 17~9 18~J 18~i6 STATIOFI (Feet) Cw)ss-$ectJon 25135 560 .................... ; ..... : .............................. -- 495 ..... E 499 -- U 485 ° i -- 475 _ 470 4~5 t NJ 14bO ~SbO _ STI~TIOH (teet) Q, oss-$ection 25185 560 ..... : ..... : ..... : ..... ._ .................................... -- 495 ..... : ..... : ..... : ..... : ..... ~ .............................. ,." 4~ .................... i~ i'."'"~! -- E__HOTUI 47548'485 -- 479 9~ lobe ltblO 1268 t3bO -- ST~TIOH (feet) Q, oss-$ect ion 25235 4~5 ....................... ! .................................... i 49g 485 4?$ ~5 C~oss-$ection 25285 500 ..... : ..... : ..... : .......................................... 495 ................ , ..... i .................... ~lg .................................................... 475 ..................................................... 470 ...................................................... 4~5 ST~TI~ (teet) -- C~os$-Section 25335 5~ ............................................................ 495 ..... ~ ........... : .......................................... Cress-Section 25385 492 484 476 472 448 4~4 91 11{~ l~O IIM ll~O 12M 12~0 13~ 13~g 1~ 168 S~Tl~ (feet) Cress-Section 254?8 -' $~11 ..... ** ..... : ..... : .......................................... ~ 4?5 ................. , .................................... 47~ ........................................................ ~5 Cress-Section 25585 496 ..... ~ ..... ~ ................. ~ ..... ~ ........................ 4~. ..... "~ ......... ~ ..... i ..... i ..... 476 ..................................................... 472 ...................................................... STATIO# (feet) Cress-Section 25G35 496 ..... ~ ....................... i .............................. -- 492 4?6 _ 472 468 ~ _ ST~TI~ (~t) 4% C~oss-Section 25G85 ..... i ..... : ..... .; ..... ! ..... : ..... : ..... ~ .................. 492 476 ............. 472 ............. 4~8 STliTIOH (feet) CPoss-Section 25735 _ [ .8 ..... { 484 ..... 0 47G ...... _ 25~ $Ti~TIOfl (feet) (:Foss-Section 25785 496 ..... ~ ...................................................... 492 ~ r. 488 -- I 486 4?6 1158 ST~TI~ (~eet) Cposs-$ection 25128 49& ...... i ...................................................... 492 484 .............. ~ ........................ 472 !ii ..................................... 4~8 ~ STATI~ (£eet) -- Cposs-~ection 2&178 496 ............................................................ 4~2 9t! iS{Jr{ ilbO i2be i3be 14{{0 Cross-Section 26888 538 ............................................................ L ~ U 510 ....................... ~ .................................... -- 498 480 470 SYlkTlOH (reef) -- Cposs-$eetion 27058 i ~ -: .: : : : · . . 0 - . .0 1 .... 47& ..... 472 STltTlOii (reef) -- Ca, oss-Section 27480 540 ................................... : ........................ _ 5311 ................................... i ........................ E 528 ................................... i ........................ L E 4708~ CPoss-$ection 27548 548 ..... : ..... : ..... : ..... : ..... : ..... : ..... : ..... : ............ ~.~ ..... ~ ..... ~ ..... i ..... i ..... i ..... i .......... i .......... STdlTlOtl (Feet) Ceoss-$ection 27628 548 ............................................................ 536 ............................................................ 5~.o ........... i ......................................... i ...... 516 476 ~ STATIOff (Feet) C~oss-Section 36136 515 ........... i ................. i ...........i .................. I 495 496 ......................................................... I NJ l&b8 lSbO 2660 22kNJ 2466 2666 2860 3iilbO 32kNJ 34bo STATIO~q (Feet) C~ss-$ection 3~189 558 ............................................................ 548 ............................................................ 5311 ............................................................ 52g ........... ~ ................................................ STRTI~ (~eet) Cross-Section 3~19e E 53(! ............................................................ L -- E U 520 ........... ~ ................................................ 490 486 -- STRTIOH (Feet) Cross-Section 38281 E 539 -- v 520 ........... ! ................................................ -- 490 489 8t ! 12~ J.&b6 2gbO 24bO 2ebo 3266 3&bli 4oho 44biJ 48M STIITIOll (Feet) 8 APPENDIX 8 GRAPEVINE CREEK- COPPELL, TEXAS WATER SURF A CE PROFILES FLOODPLAIN MGM'T AREA MAPSLEGEND 238+00 __ STREAM STATION - 45~ ~ WATER SURFACE ELEVATION I /~ SHEET NUMBER- EXISTING CONDITIONS (~ SHEET NUMBER - PROPOSED CONDITIONS - LIMIT OF DETAILED STUDY - '~~ FLOODWAY BOUNDARY - ~ ~ LAKE _ PROFILES LEGEND - Z BRIDGE CROSS SECTIONS LEGEND - ~ CUT I I I I I I I i I I I ! I I I I ! I I GRAPEVINE CREEK COPPELL , TEXAS COMPARISON OF THE FIS I OOYR WATER SURFACE PROFILES 5001 L CWSEL ~ p~op (,~ EXISTING PROdECT LIMITS -- 495 · ... ~ : ~ PROP (1) THALWEG ED 490 -- ~ EXISTING z ~ ~ PROP (1) --,-, 485 ,-,.- / '- Z NOTE: _0 480 ~- PROP(I): ProPOSED DENTON <~ TAP ROAD BRIDGE > ~o ONLY -J 475 ~ ..¢-,'~'~~ " SCALE: H: 1":4OO' V: I~ 6' 470 465 , , , , , , 25000 25400 25800 26200 26600 27000 27400 27800 STREAM STATION (ft) I ! I I t ~ I I I ! I ! I I I ! I I I P£ VINE COMPARISON OF THE FIS I OOYR WATER SURFACE PROFILES 5OO .. CWSEL -- PROP (2) PROdECT LIMITS -- EXISTING 495 ....... /__ · ' PROP (2) THALWEG ~-. 0 Z ~-, ~ PROP J ~ 485 .- NOTE: 0 480 --- ~--- ~ Prop (2): PROPOSED DENTON o TAP ROAD BRIDGE ELI z & FLOODPLAIN --J 475- o RECLAMATION ~" SCALE : H: I": 400' ~"~"~ V: I"-- 6' 47O 465 , , ~ , , , 25000 25400 25800 26200 26600 27000 27400 27800 STREAM STATION (fl:) 9 APPENDIX 9 GRAPEVINE CREEK - COPPELL, TEXAS FLOODPLAIN WORK MAPS FLOODPLAIN MGM'T AREA MAPSLEGEND 238+00 STREAM STATION - 458 ~ WATER SURFACE ELEVATION / ~ SHEET NUMBER- EXISTING CONDITIONS ~ SHEET NUMBER - PROPOSED CONDITIONS - 7-- LIMIT OF DETAILED STUDY - '~ FLOODWAY BOUNDARY - ~ ~ LAKE _ PROFILES LEGEND - Z BRIDGE - ~ DAM CROSS SECTIONS LEGEND - ~ CUT ~ · MATCH SHEET 14 , I ×~o~.~ ~ × I / p rr-q ' FLOODPLAIN MANAGEMENT AREAS 5~5,3 ~,~.8 . I~.__.~ EXISTING CONDITIONS -~ ~"~' ~ Dote: ,June 1987 ~ Approved by: ~ 0 gO0 400 60C ~=.,, ,, ,.., __ ANDERSON ENGINEERS, INC. .ATC. S...T,. Engineering H~rologists MATCH SHEETI4 ~ ×506,6 I' 5~ 0 '% ' i I , . ....... / 514.8 x ' ~,~__..-so~.2 {_ [ ~\., L X506'9 ,~ MA~GEMENT AREAS /. , _ - PROPOSED BRID6E - - ' ' / ANDERSON EN61NEERS~ INC. MATCH SHEET I' Engineering Hydrologists I m MATCH SHEET 14 X513'0 [511.4 ( ~ +~ ~1 .... \' - ~/ ilill~ ; / FLOODPLAIN MANAGEMENT AREAS ~.3.'~~} x .... PROPOSED BRIDGE & FILL ~ ~ ~,1 ~- ~ Date: ,June 1987 0 ~00 400 600 .,~c. s.~ ~ Engineering H~rologists