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ST8502-SY 871119FL~IBIPLAil~ HYI:~AgL~C$ STg[BY GRAPEVINE CREEK Coppell, Texas Prepared for MOORE ROAD BRIDGE REPLACEMENT CITY OF COPPELL, TEXAS by Kimley.H~n a~ A~i~t~ Inc. 12660 Coit Roa~ ~ite 200 Dallas, Texas 75251 214 / 386-7007 Copyright 1987 TABLE OF CONTENTS SECTION 1.0 INTRODUCTION PAGE 2.0 ANALYTICAL DATA 2 3.0 4.0 4.1 4.2 4.3 4.4 PROJECT DESCRIPTION FLOODPLAIN HYDRAULICS EVALUATION TECHNIQUES PRIOR CHANNEL HYDRAULICS AS-BUILT CHANNEL HYDRAULICS ENCROACHMENTS, FLOODWAY DETERMINATIONS AND HAZARDS 3 4 4 4 5 lO 5.0 CONCLUSIONS & RECOMMENDATIONS ll 5.1 CONCLUSIONS ll 5.2 RECOMMENDATIONS 11 TABLE OF CONTENTS (continued) TABLE 4.B-1 4.3-2 TABLES GRAPEVINE CREEK 100-YR MANNING'S "n" COMPARISONS GRAPEVINE CREEK 100-YR VCH AND WSE COMPARISONS PAGE 8 APPENDIX 1 2 3 4 5 6 7 8 APPENDICES FIS DUPLICATION - BACKGROUND MODEL - HEC-2 PRIOR CONDITIONS - EXTENDED FIS BASE MODEL - HEC-2 a) FIS FLOWS b) ULTIMATE DEVELOPMENT FLOWS AS-BUILT CONDITIONS - EXTENDED BASE MODEL - HEC-2 a) FIS FLOWS b) ULTIMATE DEVELOPMENT FLOWS PRIOR CONDITIONS - EXTENDED FIS BASE FLOODWAY MODEL- HEC-2 AS-BUILT CONDITIONS - EXTENDED BASE FLOODWAY MODEL- HEC-2 WATER SUP, FACE PROFILES CHANNEL CROSS-SECTIONS FLOODPLAIN WORK MAPS TAB 1 2 3 4 5 6 7 8 '-' ii 1.0 INTRODUCTION This report is an as-built hydraulic study of the new Moore Road Bridge. In the spring of 1987 the old Moore Road Bridge was replaced with a newer, larger bridge. The new Moore Road Bridge is owned by the City of Coppell and is located on Grapevine Creek in Coppell, Dallas County, Texas. Grapevine Creek is a tributary of the Elm Fork of the Trinity River within the Trinity River Basin. The City of Coppell, Texas, is a participant in the National Flood Insurance Program (NFIP) administered by the Federal Emergency Management Agency (FEMA). As a participant, the City of Coppell must submit an analysis of the bridge for a FEMA letter of map revision as a result of the new construction. The purpose of this report is to provide an as-built hydraulic analysis of the Moore Road bridge in support of a FEMA letter of map revision application. The City of Coppell authorized Kimley'Horn and Associates, Inc. to perform this study for submittal to the City of COppell, Texas and the FEMA for approval. The scope of this report is to present the technical data of the study of the new Moore Road bridge and its effects on the floodplain hydraulics of Grapevine Creek. The analysis was performed using standard FEMA guidelines for determining the effects of construction in the floodplain including water surface profiles, velocities, floodplain limits, encroachments and the floodway. The effects of the construction of Moore Road bridge were determined for the effective flood insurance study (FIS) base-flood and ultimate development base-flood conditions. This report describes the data used to perform the investigation, the as- built bridge and channel modifications and the hydraulic analyses of the study. The results of the analyses are presented. Conclusions are drawn and recommendations are made. 2.0 ANALYTICAL DATA The primary sources of data necessary to perform the hydraulic analysis were the Flood Insurance Study for the City of Coppell, Texas, including the existing backwater profile model of Grapevine Creek; the as-built plans for Moore Road Bridge prepared by Ginn, Inc., Dallas, Texas; the as-built plans for Northlake Woodlands East, prepared by Don A. Tipton, Inc., Consulting Engineers, Dallas, Texas, c1985; preliminary data from the City of Coppell Master Drainage Plan; and USGS 7.5 minute quadrangle and City of Coppell topographic maps. Field surveys of the as-built bridge and channel cross-sections upstream and downstream of the bridge were performed by Ginn, Inc. Additional stream cross-sections were provided by Nathan D. Maier Consulting Engineers, Inc. (NDM), of Dallas, for the existing conditions through a study reach of Grapevine Creek in a proposed project known as Creekview. All stream stationing is relative to the effective FIS. Field surveyed sections have been inserted where applicable. Sections provided by NDM are numbered sequentially beginning at section 0.1 and ending with section 6.0. Modifications to sections are indicated in the comment cards of the HEC-2 models as applicable. 3.0 PROJECT DF, SCRIPTION The Moore Road Bridge is located on Grapevine Creek in Coppell, Dallas County, Texas. Grapevine Creek is a tributary of the Elm Fork of the Trinity River within the Trinity River Basin. The downstream and upstream channel stations of the bridge are 185+15 and 185+65, respectively. The National Flood Insurance Program Flood Insurance Rate Map (FIRM) panel number 480170 0005 C encompasses the entire project. The original Moore Road bridge was replaced by a three (3) span 170 feet long by 50 feet wide prestressed concrete beam unit bridge. The new Moore Road Bridge has a longer span and a larger cross-sectional area than the old bridge. These differences from the old bridge have changed the adjacent floodplain and floodway and require a Ft~MA letter of map revision. 4.0 FLOODPLAIN HYDRAULICS 4.1 EVALUATION TECHNIQUF~ Backwater effects and resultant water surface elevations are determined in this study through the application of the backwater computer model, HEC-2 Water Sur£ace Pro£iles, developed by the US Army Corps of Engineers (Hydrologic Engineering Center, Davis, California, September, 1982, Version 1976, May, 1984 update). The hydraulic analysis for this report was performed by first duplicating the effective FIS multi-frequency and floodway backwater profile models. Extended FIS multi-frequency and floodway models were then created from the effective FIS model by inserting cross-sections reflecting more current and detailed information. These extended backwater profile models use both the FIS base-flood discharges and the ultimate development base-flood flows taken from the City of Coppell Master Drainage Plan. The extended models are the base models of this study for evaluation of impacts. Finally, two other models were created by modifying the multi-frequency and floodway base models to reflect the as-built Moore Road Bridge and modified floodway. Comparison of the modified as-built models with the base models reflects the changes in water surface elevation caused by the new Moore Road Bridge.~ 4.2 PRIOR CHANNEL HYDRAULICS The section of Grapevine Creek affected by the construction of the new Moore Road Bridge is a slightly meandering creek with moderate to heavy understory and dense groves of trees, with exceptions at structural crossings. Structures in the study reach include the St. Louis & Southwestern Railroad downstream of Moore Road and the Denton Tap Road Bridge upstream of Moore Road. Channel conditions prior to construction of the new Moore Road Bridge are assumed to be those reflected in the effective FIS, with recent modifications accounted for. A total of eleven sections by 1N-DM have been inserted within the HEC-2 base model of Grapevine Creek. 4 Fill has been placed in the left overbank area from stream station 164+80 to stream station 185+00 in connection with the Northlake Woodlands East development. These alterations have been modeled based on information from the as-built plans for the development by Don A. Tipton, Inc., Consulting Engineers, c1985. In the upper portion of the study reach length, improvements to the Denton Tap Road Bridge now in preparation for construction and another fill project in the right overbank have also been incorporated. These improvements have been previously addressed in a study report entitled Floodplain Hydraulics Study, Grapevine Creek - Coppell, Texas; prepared for Denton Tap Road Bridge Replacement, City of Coppell, and Floodplain Reclamation, Elvis & Roland Andrews 18.4 acre Tract. This report was prepared by PAWA'Winkelmann and Associates, Inc. and dated September 22, 1987. Manning's "n" values for the left overbank and right overbank and the channel were .07, .07, and .05, respectively from station 156d)0 to 180+50 and .09, .09, and .05 from NDM station 0.1 to stream station 216+90. A comparison of the prior Marming's "n' values to the as-built values is presented as Table 4.3-1 in the As-built Channel Hydraulics Section 4.3. The effective FIS 100-year frequency flood velocities between station 156+~ and station 249+30 ranged from a minimum of 3.92 fps to a maximum of 12.21 fps. A comparison of the prior velocities and water surface elevations to the as-built values in the 100-yr ultimate development storm event is presented as Table 4.3-2 in the As-built Channel Hydraulics Section 4.3. 4.3 AS-BUILT CHANNEL HYDRAULICS The as-built hydraulic analysis of the Moore Road Bridge includes the changes created by the new bridge. The channel upstream of the Moore Road Bridge is virtually the same as the channel reflected in the effective FIS, with exceptions as noted in the previous section. The Moore Road Bridge is a 3 span 170 feet long by 50 feet wide prestressed concrete beam unit bridge. The channel underneath the bridge is concrete lined. A channel Manning's 'n" value of .028 is used for the concrete lining under the bridge. 5 NEW BRG NEW BRG OLD BRG OLD BRG TABLE 4.5-1 GRAPEVINE CREEK I~0-YR MANNING'S "n" COMPARISONS STATION PRIOR L R CH L AS-BUILT R CH 15600 1561~ 1565e 15640 1565~ 15660 15680 15750 16480 17600 17980 18150 18210 18240 1852e 1845e 18500 18514 18515 18565 18566 18570 186ee 18615 1865e .1 .2 2054e .5 .6 21690 226eo .07 .eT .~7 .~7 .07 .~7 .07 .07 .07 .~7 .~7 .~7 .eT .07 .e7 .07 · 07 07 07 07 e9 e9 09 ~9 ~9 e9 09 08 · 08 .Z7 .$7 .~7 .~7 .~7 .~7 .07 .07 · 07 .07 .07 .$7 .07 .~7 .~7 · ~7 .$7 07 $7 $7 ~7 Z9 Z9 09 .~9 .~9 .$9 .$9 · 08 · 08 .05 .05 .05 .05 .e45 .e45 .~7 .07 .~7 .~7 · o7 .~7 · o7 .07 · ~7 .~7 ~7 ~7 o? ~7 ~7 $7 $7 $7 ~7 ~7 $7 .07 .$7 · 07 .$9 .$9 .~9 .$9 .~9 .~9 .~9 .~8 .~7 .07 .07 .07 .07 .~7 .07 .~7 .~7 .~7 .07 · 07 · 07 .07 .07 .07 .07 .07 .~7 $7 ~7 ~7 $9 ~9 $9 $9 ~9 ~9 ~9 ~8 $8 .05 .05 .05 .05 .05 · e28 .e28 . e28 · e28 e5 .05 .0¢5 .e45 ,'-' 6 STATION TABLE 4.~-1 (continued) GRAPEVINE CREEK lgg-YR MANNING'S "n" COMPARISONS PRIOR L R CH L AS-BUILT R CH 2~9ee 249~o 6.0 25e85 251~5 .g8 .eS .e45 g8 .g8 .g45 g8 .eS .g45 08 .g8 g8 .g8 .eS 08 .08 .05 g8 .eS g8 .eS .045 08 .g8 .045 g8 08 08 e8 .08 · g8 .g8 .g8 · g8 · g8 .g8 .g45 .g45 .g45 .g45 .045 - 7 NEW BRG NEW BRG OLD BRG OLD BRG GRAPEVINE STATION PRIOR 15600 8.58 15610 7.55 15650 7.21 15640 7.05 15650 7.04 15660 8.21 15680 6.15 1575e 5.71 16480 5.97 17600 6.11 17980 4.20 18150 6.~5 1821e 6.41 18240 7.78 1852e 7.25 1845e 7.55 18500 8.97 18514 .... 18515 .... 18565 18566 1857e 16.56 18600 16.27 18615 5.42 18650 4.20 .1 5.5e .2 6.55 · 5 7.12 2e54e 6.87 .5 5.58 .6 10.80 2169e 12.88 1.0 1~.48 2260~ 11.94 TABLE 4.5-2 CREEK 100-YR VCH AND WSE VELOCITIES AS-BUILT 8.58 7.55 7.21 7.e5 7.e4 8.21 6.15 5.71 5.97 6.11 4.20 6.e5 6.41 7.78 7.25 7.55 8.97 11.06 11.56 10.96 11.81 5.26 5.24 7.75 7.88 9.59 8.81 7.71 5.8~ 12.56 15.22 10.45 11.9e COMPARISONS PRIOR 461.08 465.05 465.54 465.58 465.59 463.26 465.60 465.75 464.67 465.50 465.84 465.95 466.~1 465.92 466.19 466.45 466.50 465.24 467.$8 472.20 472.21 472.55 472.66 475.22 475.85 474.49 474.45 475.66 478.51 479.69 WSE AS-BUILT 461.08 465.05 465.54 465.58 465.59 463.26 465.60 463.75 464.67 465.50 465.84 465.95 466.~1 465.92 466.19 466.45 466.50 465.82 465.75 466.16 466.04 468.45 468.47 468.42 469.25 47~.15 471.77 472.85 475.74 475.55 475.49 478.54 479.71 - 8 TABLE 4.5-2 (con%inued) GRAPEVINE CREEK 100-YR VCH AND WSE COMPARISONS VELOCITIES STATION PRIOR AS-BUILT PRIOR WSE AS-BUILT 2.e 11.75 11.72 481.6e 481.61 25900 6.65 6.65 484.57 484.57 5.0 7.51 7.50 484.95 484.95 4.0 8.85 8.85 485.81 485.81 5.e 7.99 7.99 486.42 486.42 2495e 7.70 7.7~ 487.e4 487.e4 6.0 9.65 9.65 486.84 486.84 25~85 15.48 15.47 486.25 486.25 25155 11.95 11.95 487.17 487.17 - 9 A comparison of the prior and as-built Manning's "n" values for the project from cross-sections 156+00 through 251+35 is presented as Table 4.3-1. A comparison of the prior and as-built velocities and water surface elevations in the 100-yr ultimate development storm event for cross- sections 15(>~00 through 251+35 is presented as Table 4.3-2. Inspection of the tabulated results indicates that the 100-yr water surface elevations occurring in the as-built scenario are generally less than or equal to those of the prior conditions scenario. Exceptions are seen to occur at NDM station 1.0, stream station 226+(}0 and at NDM station 2.0, where increases of 0.03, 0.02 and 0.01 ft, respectively, are seen to occur. Although the newly adopted City of Coppell Floodplain Management Ordinance specifies no increase in 100-yr water surface elevations as predicted for an ultimately developed watershed, these three increases are felt to be negligible, since each rounds to zero increase to the nearest tenth of a foot, and since no adverse impacts are created thereby. 4.4 £NCROACttMENTS, FLOODWAY DETERMINATIONS AND HAZARDS The prior conditions floodway determined as a part of this study varies considerably from that of the effective FIS due to the cumulative impact of downstream improvements. The largest decrease in floodway width between the effective FIS and the prior conditions scenario occurs at stream station 156+60, where the width decreases from 690 ft to 158 ft. The maximum increase in the floodway width occurs at stream station 164+80, where the prior conditions model yields a width of 638 ft, as compared to 420 ft for the effective FIS. Impacts of the Moore Road Bridge improvements are evaluated by comparison to the newly determined prior conditions floodway. Floodway widths occurring in the as-built conditions due to the project improvements are less than or equal to those determined in the prior conditions. An exception to this is evidenced at stream station 186+00, where the as-built floodway is some 130 ft wider. This section is at the upstream face of the old Moore Road Bridge, and 35 ft upstream from the new bridge. This increase in floodway width is due to the approach condition for the new bridge, which has a wider span than the replaced bridge. Thus, the increased width is representative of an improved entrance condition. 10 $.0 CONCLUSIONS AND RECOMMENDATIONS 5.1 CONCLUSIONS The findings of this report indicate that the new Moore Road Bridge behave hydraulically within the guidelines set forth by the FEMA and the City of Coppell. $.2 RECOMMENDATIONS Kimley'Horn and Associates, Inc. recommends that the FEMA adopt and publish the revised floodplain and floodway as defined in this report in a letter of map revision. The proposed City of Coppell Master Drainage Plan requires that all finished floor elevations be 2 feet above the effective FIS 100-year base- flood elevation or 1 foot above the ultimate development 100-year flood elevation, whichever is greater. We recommend that all future plat submittals to the City of Coppell comply with this proposed requirement. 11 APPENDIX I FIS DUPLICATION - BACKGROUND MODEL - HEC-2 NATER SURFACE PROFILES VERSION OF NOVEMBER 1976 UPDATED HAY 1984 IBN-PC-XT VERSION RUN DATE 1~/23/87 TINE 1E:38:54 # U.S. ARMY COR~ OF E]gGI~ERS * THE HYOROLOGIC ENGINEERING ~R * 6E9 ~ 5~E~, ~I~ O * * ~VlS, ~IF~NIA 95616 * * (916) ~B-21B5 (F~) ~8-21B5 1E/23/87 1~:38:54 X X XXX~ XXXXX X X X X X X X X X )O00~XXX X)O0( X X X X X X X X X X X X )~(XXXXX XX)~O( X)O00( X X X XXXXX X X XXX)OO(X PAGE I HEC2 RELEASE DATED NOV 76 UPDATED HAY 1984 ERROR CORR - ~1,~2,~$,~4,~5,~6 HODIFICATION - 5~,51,52,55,54,55,56 IBM-PC-XT VERSION THIS RUN EXECUTED 1~/25/87 1~:$6:55 C T1 GRAPEVINE CREEK COPPELL,DALLAS COUNTY,TEXAS T2 FLOOD INSURANCE STUDY AUGUST 1978 TS GRAPEVINE CREEK ( E~86 -- GRK2~ET ) J1 ICHEC~ IN(} NINV 32 NPRO¢ IPLOT PRFVS 1.~ .~ -1.~)~ .~ J$ VARIABLE CODES FOR SLm~ARY PRINTOUT 11~.~ 2~.~ .~ .~ 1~ YEAR FREQUENCE IDIR STRT METRIC HVINS Q X.~ECV Y, SE~I.I FN ALLDC IBW .~ .~B~ .~B~ .E~B .B~ .~ .~E~ *~*#***REQUESTED SECTION NL~'IBERS J5 LPRNT ~C NSEL FQ 435.31~ .B~E C~IM ITRACE NC QT ET PROFILE SECTION A - SURVEY SECTION 1 Xl 25~.~ 21.~ 11278.~ 11344.~ 6R 449.7~ 58~.~ 438.4~ 59~.~ GR 435.5B~ 11~.~ 435.8~ 1118~.~8e 6R 422.2~ 11295.~ 422.98~ 113ee.~8~ GE 433.5~ 114~.~ 432.1~ 115~.~ GR 45e.EEe 155eE.EEe .~EE .eEe ET .8~ .eeo .~B~ Xl 493B.~B 2B.BB~ 95Be.eBB GE 449.7~ 57BB.B~ 438.4BB ~ 433.8~ g~E~.e~e 433.7E~ ~R 435.8EE 95~.~ 428.5E~ 6R 435.7~ 9564.~ 435.4~ 5.1E~ 785e.~ 9564.~e~ 9564.e~e 2~E~.~BB 2~$B.~e~ 58~.~ 455.7~ 91E~.~ 433.5~ 92~8.E~E 951~.8~ 425.2~ 9524.~8~ 9576.~ 438.6~ 9586.~ .eee .~ 433.8eE g~E.E~ 422.7eE 11291.E~ 433.7EE 11344.~E 44~.~ 15e~.~ 432.98E 95eE.~8~ 452.6E~ 94E~.eee 425.5~ 9536.~ 427.7E~ 95~6.~E~ 44~.~8~ 119~.~ 45~.~ 1225E.~8~ PAgE PROFILE SECTION B - SURVEY SECTION 2 LED BETFER ROAD X1 BT 6R gR SR GR CaR 27.eE~ 952~.E~E 954E.~ 2.~eE g52~.~Ee 436.4~ 434.4Ee 44g.7~ 57~.~ 438.4~ 58E~.~ 435.~E 9~.~ 435.3~8 91~8.8~e 434.1~ 94~.e~e 436.1~ g5~.~ 434.4E~ 952g.E~ 434.4~E g531.ES~ 436.5B8 968~.~8e 435.88B 978B.~ 44e.8~e 117~.e~e 45~.~e 121~e.~e 1E~.~8~ 1~.~ g54~.E~ 436.68E 435.7~ 952e.eEe 9551.~ 98E~.88~ NC .~ .~e~ .~55 .eJe ET .EEE .~E~ .~E~ 5.1E~ PROFILE SECT[ON C - SURVEY SECT]ON Xl 515~.~8~ 21I.E~E g5~.~8~ 9564.~ GR 449.7~ 578~.~ 438.48~ 6R 433,8~ 9~.~ 433.7~ gl~.~ GR ~35.8~e 95~.~ ~28.5~ 951e.e~e ~35.7ee 6eec.cee q33.5ff~ 92~.~ 425.2~e 952~,~ 438.6~ 9586.~ ET .~ .B~B .E~E 5.1~ 166E.ESE PROFILE SECTION O - SURVEY SECTION 4 X1 895~.~ 47.~ 2276.~ 2348.~ 4~.~ GR 449.8~E I~E~.E~ 4A.7.7B~ 181~.~E~ ~,7.5~e GR a58.888 1189.88~ ~8.8~ 1288.~8 ~58.1~ 1~.~ .~d -.1~ 434.4~E .ESe .EE8 .BBB 435.1~E 7E~E.E~E 433.8E~ 434.4~ 93B~.8~ 433.6E~ 93z~,.e~E 425.6~ g52~.~E~ 425.6~ g529.E~E 425.6E~ g54~.~ 4~6.6~ 954~.~ 455.78~ 99~E.E~ 455.98~ I~B~.~ 435.1~ 7~.~ 434.4~e 432.9~e g3eE.~ 432.6~e 425.5~E 9536.~e~ 427.7~e 9546.E~ 44~.~ 119E~.~E~ 45E.E~E 1225E.ES~ 35~.E~ 38~.~e~ .EeE .~e~ .8~ 1E11.E~E 443.68E l~4~.~e~ 443.~ 1B51.e~e 111g.~ 43g.g~8 1141.~ 435.3~ 117E.E~I 13~.~ 438.1~ 14ee.~ 437.7~ 15~E.E~E {3R 437.5~B 16B~.~B~ 436.4B~ 17~B.B~ 457.1BB 18~.~8~ 437.5~ 19~B.B~B 437.5~ 2~.~ C-R ~38.1~ 21~.E~ ~38.5~ 22~.~ ~39.2E~ 2276.~ 432.5~ 25~9.~ 432.7~ 251~.~ GR 428.6~ 2~18.~ 427.1~e 2323.8~e 428.2~e 2~27.~ 45~.78~ 2332.~ 433.7~ 2337.~ GE ~39.2~ 23~8.E~ ~$7.5~ 2~.~ 457.8~ 25E~.~E~ ~$7.18~ 26~.~ 437.~E~ 27E~.~E~ C-R 437.2~ 28~.E~ 437.~ 2g~.~ ~36.3~ 3~E~.~E~ 456.6~ 31~.~ 437.~E~ 32~.~ PROFILE SECTION E - SURVEY SECTION 5 Xl 113~E.E~ 25.~ 1986.~ 2~62.e~ 255~.~B8 255~.E8~ 235E.~E .E~E .ESE .~e~ GR M+$.48~ 1119.~8 ~9.6~ 1151.e8~ A~1.6~ 1168.~ ~1.~ 12~E.~E 4~1.28e 15~.~E~ GR A~4.788 19~.~ A~$.9~ 1986.8~ 4~7.58~ 28E~.~ 455.~88 2~7.~ 455.2~ 2~19.~E~ GR 438.1~ 2~1.E~ 441.9~ 2~62.~ 442.4~ 21~.~8~ 445.9~ 2151.~ ~55.2~1~ 22E~.~ ~T 5.~ 69e~.~8~ 97e~.~ 11~.~ 142~.~ 11~.8~ .8~ .~B~ ET .~ff .~ffff .~ 5.1~ 16~.~ 2~7~.~ .~ PROFILE SECTION F - SURVEY SECTION 6 Xl 1~17E.~ 28.~ 1782.~e 18~7.~Ee 27E~.~Ee 29~8.~8 287~.E8~ .~eE GR ~69.58~ I~E~.8~E ~65.6E~ 11~.8~ ~59.6~ l?-ff~.~B~ ~56.28E 1255.~ GR ~59.7~e lseg.~e~ ~57.5~e 1521.~ ~56.~e~ 15~.~e ~55.5E~ 158~.e~e GR ~55.7~8 1~52.~eE ~5~.1~E I~A~.ES~ ~5~.EeE 1~58.~ ~8.9E8 1~89.e~e SR ~51.1~ 16B~.~E~ ~51.1~ 17~.8B~ ~58.2~ 1782.~8E ~$9.8~8 18~E.~E 1 1~/23/87 1~:38:5~ 459.6~11t 455. ffliff 1626.i)~1) PAgE GR 458.~E 2?..ffff.~ 467.6~8 23ffff.~ ~77.1ff~ 2~ff~.~ff .~ .~ NC .87e .e7e .85~ ET .~e~ .e~8 .Bee 5.1~e PROFILE SECTION g - SURVEY SECTION 7 Xl 1555~.~8B $$.~8~ 1527.~8~ 1588.~ GR ~8~.9~ le~.e~ ~75.~ee 11E~.~ GE 456.3~ 1271.~e ~G2.7~ 1295.e~8 GE ~59.6~ 1352.~8E ~59.G~ 139~.~ff GE 454.7~ 1482.~ffff ~55.1~ 15~.~ GR 454.6~ 1588.~ff~ 454.7~ BELTLINE ROAD 1272.~) 45).5~ 459.~B~ .~ .~ .)~ ~65.8~ 8ff7.~ff~ 465.5ff~ 829.~ ~62.7E~ 853.~ff 459.6~ 94.3.~E~ 459.5~8 979.~ 459.8~ 468,58E 1125,8~ 457,2~ 1125.~e ~54,9~ 1156,~ ~54,98~ 1137,~8 45~,~ 1145,8~8 442.2~E 116E,E~E 459.~8~ 1179,~8~ ~$9.7~8 1179,~e~ 44.1,1~8 1222,~e ~78.5E~ 12EE.~ ~65.88E 12~9.E8~ ~59.1E~ 1258.~E~ ~62.7~ 13E~.~E~ ~6ff.E~ 1326.EEE ~59.7Eff 13~.E~E ~59.5~ff 1~26.eeff ~59.8ffff 1~37.B~ ~59.5~ff 454.8ff8 1527.ffffff 441.4~ff 1545.ff~ff M+I.$eE 1569.~ff~ 457.~E~ 1919,~88 455,EE~ 19~1,Eg8 455.2E~ 1949.~ 6R ~5~.1~e 1246.Me 459.~M 1246.BM GE ~57.4M 1272.Me 468.5M 1272.Me 6R 46~.2M 15~.M~ 46~.88~ 16E~.M~ 6R 469.1M 2M~.M~ .M~ .~ ET .ME .EM .ME 5.188 Xl 15478.Mll .ME .EM X2 .elM .EM .EM ET .Mil .elM .BM 5.1M Xl 15528.Mll 18.elm 1527.Mll 1688.Mll GR 4811.9ll8 lllM.llE~ 475.llM 11M.M8 GE ~58.5M 1271.Mll 462.7M 1295.Mll GE ~53.6M 1527.888 441.38ll 1561l.Mll 6R 468.8M 2238.8M ~78.M8 2~M.M8 ET .Mil .EM .Mil PROF[LE SECTZCIq ! - SURVEY SECTION9 Xl 156fill. M8 4il.elM 1321.Mll BT 6.888 1321.Mll 462.7M BT 141~.8M 462.588 457.48ll GR 462.788 1888.888 462.688 GR 455.888 1321.8M 448.488 C~ 442.488 1349.888 457.488 GR 457.488 1378.Mll 457.488 GR 446.888 141ll. M8 457.488 GR 459.488 1425.88ll 459.48ll GR 459.488 1438.M8 452.688 I 18/23/87 18:38:54 459.888 1249.888 458.188 1249.M8 456.2M 127il.elM 4611.5M 13M.BM 468.2M 14fill. Mil 468.2M 1461.elm 462.5M 17M.EM 464.6M 1EM.elM 466.4M 19M.llM .EM .~M .SM .EM .MS .llM 1125.888 1272.8M .ElM 478.5M 12M.llM 46].8M 12~9.8M 459.188 1258.llm 462.788 I~M.EM 468.5M 1526.Mll 459.7M 441.8llll 1585.llm 475.888 1~21.M8 1458.888 .elm .Mil .ME ST. LOUIS SOUTHNESTERN R.R. 13~3.M8 462.688 459.4M 1349.8M 462.7M 462.2llll 459.4M 145ll. M8 461.7M 459.4M 462.688 12811.888 462.888 1SM.Mil 462.788 1321.888 459.488 1333.888 459.488 1334.888 448.488 1334.Mll 457.4M 1358.888 442.488 135il.lille 442.388 1378.888 442.388 1379.888 441.688 1392.888 445.588 457.4M 1411.llm 446.888 1411.888 449.888 449.888 1424.888 452.688 1437.Mll 459.488 1437.M8 PAG~ GR 463.48ll 16Ell.elM 463.8M 17M. 8M ET .Mil .Mil .Mil 5.1M Xl 15618.M8 .Mil .EM .elm X2 .EM .Mil .ME ET .Mil .ME .888 5.188 Xl 15668.llm 12.888 1518.888 1579.888 GR 48il.gM 1EM.Mil 475.888 1188.888 gR 455.28ll 1518.Mll 441.8M 1534.llm ~ 455.3~8 2216.~ 465.4~ 2246.~ ET .~E~ .~E~ .ae~ 5.1~ PROFILE SECTION J - SURVEY 5ECT[C~q 1il 464.2M 18M.M8 464.888 19M.Mll 465.4M 2~M.llM 1321.888 478.588 12811.888 463.888 1249.888 468.8M 441.788 1568.8~8 455.888 1579.8118 456.188 22M.EM NC .875 .875 .858 .Me .Mil QT 5.888 75M.Ellll 18588.888 11888.888 15188.888 Xl 16488.8M 24.Mil 1634.Mll 1722.llllll gllll. M8 1M.Mll 8~.M8 .Mil GE 443.888 17M.EM 457.2M 1722.88ll 455.988 1888.888 455.6ll8 lgM.Mll 455.6M 2.EM.EM GR 456.18ll 21M.Mll 455.588 2116.888 465.488 2146.888 465.488 2151.888 GR 463.588 2288.888 465.llm 2261.888 468.688 2~M.EM 469.288 2522.888 ET .~ .~8~ .B~ 5.1~ PROFILE ECTIONK - SURVEY SECTION 11 ET .~8~ .~eE .E~ 5.1~ 17e~.~8~ PROFILE SECTICN L - SURVEY SECTION 12 MOORE ROAD Xl 1857~.~B~ 27.B~ 17~E.ES~ 182~.E~E 7E.Ee~ BT 2.~ 17~.~8~ 467.18~ 464.~8~ 182E.B~E ~R ~67.1~ 14~.~ 466.3~ 158~.~ ~66.6~ GR 461.2~ 17~5.~ 455.9~ 1731.~ 4~9.7~ GR 449.7~ 1743.~ 447.7~ 1754.~ ~9.1~ 8R 46~.~ 1782.~ 455.7~ 1782.~ 456.~ C~ 464.~ 182e,~ 467,1~ 182~,e~ 468,$8E ~ 475,7~8 21~e.e~ 477.1B~ 22B~.~8~ .~8~ I 1~/2~/87 1~:$8:54 ET .E~E .~ .~d 5.1e~ 152~1.~ 1935.e8~ .~8~ JEff .88d .E~ Xl 1865~.~ 32.~ 18~5.~ 1868.~ 5~.~E~ 5~.~ 5~.~ .~E~ .7~E ~R 482.6~ 11~ff.~E 478.3~ 12~E.E~ 469.2~ 13~.~ 465.2~ 1372.~ 463.3~ 1376.E~E GE 467.3~ 1384.E~ 466.8~E 14~E.ESE 466.5~ 1416.~ 463.4~ 1434.~ 463.6~ 15~.~ GE 462.3~ 168~.~ 461.6~ 17~.~ 462.4eE 18~5.E~ 447.5~ 183~.B~ 446.8B~ 1841.~B GR 448.1E~ 1853.~ 462.~EB 1868.~B~ 462.3~ 19~E.EeE 465.1~ 2BBB.B~ 467.3B~ 21BB.~BB GE 472.3~E 2153.~ 473.2~ 21~.8~ ~72.7~ 214~.~8B 47~.7~ 2157.~ 475.6~ 2185.~8~ SR 476.4~ 22.~.~ 477.8~8 225~.~ 478.2~ 2263.8~ 478.68~ 2284.~ 477.7~ ~ ~76.2~ 2321.~ 478.3~ 2349.~e~ .SEE .BEE .~E~ .eB~ .~ .E~E ET .~B~ .~ff .B~E 5.1~ PROFILE SECTION M - SURVEYS ECTION 13 133E.EeE Xl 2~54~..8~8 24.BE~ 15~8.~ 1579.8~ 15~.~ I$~E.E~ 189E.E~ .8~ .~ .~ ~R 476.4ff~ 18E~.~ 475.7E8 11~.~ ~69.8~ 12~.~ ~69.~88 15~.~E~ 468.$~ 14flE.E~ ~R 469.7~ 15~8.~ 452.8~ff 1529.~ 452.6E~ 1552.~ 468.4~ 1579.~ 469.5~ 16~.~E ~ 47e.28~ 1691.~E 48~.4~ 175~.~ 481,8~e 1747,8~ 481.58~ 175E.8~E 481.~e~ 1765,~e GE 479.4~ 177~.E~ 474.~ 18~E.~E 479.6~ 1843.~ 48~.~ 19~.~ 483.2~ 193~.~ GR 483.8~ 1948.~ 483.3~ 1961.~ 482.~ 1982.B~ 485.1~ 2~E.E~ .~ .~ PROFILE SECTION N - SIJRVEYSECTION 14 Xl 226~.8E~ 16.~ 1397.~ 1447.~ 18~.ESE 2~6~.~8~ 2~6~.~e .~ .B~E .E~E 6R 487.7E~ I~E.E~ 485.2~ 11~.E~ 478.68E 12~E.~ ~74.$~ 1233.~ 472.4~E 13~.E~E 6R ~73.~ 1397.~ ~58.6~ 1412.~ 459.~ 1425.~ ~B1.5~ 1~35.~ 474.7~ 1447.~ ~R ~75.6~ 15~.~8~ ~79.3~ 16~.~ ~85.1~ 17~.~ ~9~.2~ 18~.~ ~97.$~ lg~E.EE~ GR 5~2.2~ 2~.~ .~ .~8~ .~ .~E .~ .~ .~ .~ ET .~ .~ .~ 5.1~ 1878.8~ 2E83.E~ .~ .~ .~E .~e~ PROF[LE SECTION 0 - SURVEY SECT[ON 15 X1 2537~.~ 25.~ 19~.~ 1975.~ 21~.~ 25~.~ 277~.~ .~ -.1~ .~ SE 5~9.29B lOBg.B~ 589.~B~ 11~.~B~ 5B7.6~g 12eB.Beg 5~5.~ 15~.~B~ 5~2.5~B 148~.B~ 6R ~98.6~ 15~.~ ~97.5~ 1516.~ ~92.7~ 17~.E~ ~9~.3~ 18~.E~ ~89.3~ 1628.~8~ 6R ~81.5~ 1865.~E~ ~79.7~E 19E~.~EE ~69.5~ 19~5.~e ~69.~E 1952.E~E ~7~.1~ 1959.~E~ 6R ~79.~B~ 1973.~E~ 48~.~E~ 2~12.~E~ ~83.7~ 21~.E~ ~85.9~E 22~l.E~E ~88.7~ 23E~.~ ~R ~91.1~ 2~E~.~ ~9~.~E~ 25E~.~E~ ~97.3E~ 26~.~ .~ .E~ .~ .~ ET .~ .~ .B~B 5.lee 17Be.e~B 1B2JI.~ .~ PROFILE SECTION P - SURVEY SECT[ON 16 DENTON TAP ROAD Xl 2547B.~ 51.~e 17~e.~se 182e.~e l~e.~e 1BB.~B 18~.~ BT 2.~B~ 17B~.BB~ 487.~ 485.~B~ 182B.~ 486.8~ GR 497.9~E 1~B~.~8 496.4~ 11~.~B~ GR 489.6~ 15~.~8 487.9~ 168~.~ ~R 485.~E 1728.~E~ 485.~ 17~2.~8 ~ 469.~8 176~.~eE 468.7~ 1775.~ ~R 485.~ 1782.~ 475.~E 1782.E~E C_~ 486.g~ lg~E.~ 488.~ I 1~/2~/87 .~ .~ 495.2~ 12BB.~B~ 495.4~8 487.~ 17EB,~B~ 483.2~8 17~.B~ 472.g~ 17~2.~ 471.2~ 17Z~.~ 469.1~8 1777.~E~ 474.5~ 178~.~ 475.4~ 1796.~ 481.6E~ 182~.~E~ 49~.5~ 21~.~ 495.~ 491.8e~ 473.7E8 1728.~Ee 471.1E~ 1755.~E~ 485.~ 178~.~e 486.8~e 182~.~ 495.7~E 2254.~ PAGE 6 ET .8~ .~8~ .EE~ 5.1B~ 185e.8~ 2865.~8E .ESE .E~E Xl 2555~.~8~ 25.8~ 19B~.~8 1973.8~ 5~.~8 5~.~ 5~.~8 .~ 6R 5~9.28~ 18~.~ 5~9.~B~ 11~.~ 5~7.6~ 12E~.~ 5~5.4B~ 13~.~ GE 498.6~ 15~.~ 497.5~ 1516.~ 492.7~ 17~.~ 49~.3~ 18~.~8 ~R 481.5B~ 1855.~eB 479.7B~ 19~.~ 469,5~ 19~5.88~ 469,4~e 1952.8~8 g8 479.4~ 1975,~ 484.4~ 2~12.E8~ 48~.78~ 21~E.~ 485.98~ 22~.~8~ ~ 491,1~8 248~.~ 494.~8E 258~,~ 497,38~ 26eE,~8~ ,E~E .E~ NC .~7~ J75 J45 .~ .ed~ .9~ .~ .~E~ QT 5.~E 76~.~ 1~6~.~ 119~.8g~ 151~.8~ 1195~.~ .~E~ .~E~ ET .~ .E~E .~SE 5.1~E 17~E,~E 1836.~E~ .~E8 .~ PROFILE SECTION ~ - SURVEY SECTION 17 X1 2688~.~ 23.E~E 175E.E~E 1826.~ 125~.~8E 15~.~ 133~.88~ .~E 6R 5~8.1~ 1~.~ 5~8.4~ 11~.~ 5~8.1~ 12~.~8~ 588.5~ 13~.~ 6R 5~8.6E~ 15~.B~ 5~7.48~ 1588.~ 5~7.28~ 1528.BSE 5~4.1~8 16~.~ GR 495.5~ 17~.E~ 48~.8~ 175~.~ 47~,~ 1762.~88 472.98~ 1777.~ C-~ 486.7~ 1826.~ 49~.3~ 19~.~ 491.6~ 2~.~ 493.~ 21~.~ .EeE .88~ .1E8 5E2.5B~ 14E~.~E 469.3~E 1828.~E 47~.1~E 1959.E~E 488.7~ ET .~ .~ .~ 5.1~B 1585.~e 288B.BB~ PROFILE SECTIGN R - SURVEY SECTION 17A Xl 27~B~.~ $2.B~B 1926.~ 1992.~ 75B.B88 25B.~ 52~.E8~ .~ .~E0 .~BE GR 5E9.5E~ 1E~E.~ 5~6.7EE 11~E.E~E 5~3.~8 12E~.EE~ ~98.8~ 13~.~B~ ~97.~ 14E~.E~E GR ~95.1~ 1~22.~ ~92.3~ I~3.E~E ~91.~ 15~.~ ~89.~ 16~.~ ~91.5~ 17~.E~ GR ~91.6~ 1713.~ ~92.2~ 1731.E~ ~92.~ 1746.~E~ 493.$~ 18~.~B~ 493.~BB 19~.~ ~R ~95.2BB 1926.BBB ~76.6~ 1955,~B~ 474.6~ 196B.BE~ 473,9B~ 1965.~BE ~74.4B~ GR ~77.7~B 1978.B~B 479,3B~ 1988.~B~ ~87,4~ 1992.BBB ~89.2B~ 2~BB.~BB ~95,2B~ C-R 5~$.8~e 26ee.~e~ 5e8.4~ 27e~.~ .~ee .ee~ .fee .fee .fee .fee ET . f/if . f/if .Bile 5.1/i/i 1615.1~/i/i 2~78.88/i PROF[LE SECT[ON S - SURVEY SECT[ON 17B BETHEL ROAD .e/if .fff ·/if/i 18f/i./i/i/i 218/i.~/if 28ff.ff/i NC ./i65 ./iG5 .ff~5 ./i/i/i ./if/i ./i/i/i ET .fff .e/if ./iff 5.1fl 21~./i/i/i 2222./i/i/i PROFILE SECT[ON T - SIJRVEYSECT[CN 19 X1 3f13/i./i/i/i 2/i./i/if 218ff./i/if 2222./i/i/i 16/if.f/i/i 2/i/i/i./i/i/i ·/ifil ./iff 5f6.5/if ~84.5/i/i 5/i7.1~I/i 515,11~f .f/if 19/i/i./i/i/i ET PROFILE SECTION U - SURVEY SECTION 28 ST.LOUIS-SOUTHNESTERN R.R. Xl 3e19B.B~B 58.~E~ 2138.~B~ 2263.B~ 6B.BBE SE.EBB ~R 517.388 1888.888 516,988 1188.888 516.588 1288.888 GR 513.488 2888.888 513.288 2188.888 513.388 2138.888 ~ 518.488 2153.888 518.488 2154.8~8 582.888 2154.888 SR 518.48~ 2167.888 494.18~ 2167.88~ 492.5~8 2173.888 GE 518.488 2181.88~ 491.588 2181.88~ 487.28~ 2194.888 516.288 13~1.e88 515.68~ 1488.888 514.288 1688.888 513.788 1988.888 51~.288 2136.~88 583.988 2153.888 491.588 2188.888 518.488 2188.888 518.488 2194.888 518.488 2195.888 6R 487.288 2195.~8~ 486.888 2287.888 OR 487.18~ 2221.888 518.488 2221.888 GR 518.4~E 2234.888 51~.48~ 2235.888 GR 515.18~ 2988.888 515.488 $~8.888 518.488 22e7.E~B 518.488 2288.888 518.488 2222.888 487.188 2222.E~e 494.58~ 2235.888 588.288 2248.888 514.488 2688.888 514.588 2788.888 515.688 31~8.888 .888 .eee 2288.888 2248.888 2263.8~e ET .888 .eSe .888 5.1~e 2138.~88 2263.888 .888 Xl 38288.888 .see .ese .ese le.888 le.eee le.888 ET .~88 .~88 .888 5.188 2895.8~8 2222.e~e Xl 3~258.888 28.888 2188.8~8 2222.8~8 58.8~8 58.888 GR 512.88~ 15~8.888 513.88E 168~.8~8 512.1~ 1788.8~8 GR 5~1.888 2~88.888 5~e.8~8 2866.8~8 495.788 2188.8~8 GE 483.888 2287.8~ 484.888 2212.888 582.88~ 2222.888 I 18/23/87 1~:38:54 512.588 PAGE 8 ET .eBe .888 .SeE 5.18~ 1698.8~8 1928.~88 .ee8 .eec Xl 31318.888 19.888 1863.888 1928.888 758.888 588.888 1868.888 .eec C-R 515.3~e l~ee.Ese 515.388 11~.888 512.888 1288.888 5~7.588 1~8.e88 C-R 584.788 1688.888 5~4.788 1788.E~e 581.88~ 1766.8~8 497.388 1888.888 GR 488.288 1869,888 488,388 1876,888 589.688 1928,888 511,48~ 2888,E~e C-R 514.888 2288.e~8 515.68~ 2388.88~ 516.48~ 2488.~8 516.88~ 2588.8~e 491.188 1865.888 513.288 2lEe.eec ET .888 .eEe .~E8 5.188 1795.888 1915.888 PROFILE SECTION V - SURVEY SECT[ON 21 COPPELL ROAD Xl 31488.888 $3.8~B 1795.8~e 1915.8~ 17~.~8~ 178.B~8 BT 2.88e 1795.888 589.188 5~6.188 1915.888 589.1~e GR 517.388 ieee.see 516.78~ 11~8.8e~ 515.388 1288.~88 C-R 5~8.588 158~.e~e 5~8.188 1688.e~e 588.488 1788.888 GR 495.2~e 1816,888 493.388 1826.88~ 586,18~ 1826,E88 6R 488.788 1845.eSe 488.e88 1849.888 491.188 1884.88~ GR 491.18~ 1887.eee 494.6e~ 1889.88e 5es.68e 1913.88e ~R 511.18~ 2~8~.8e~ 513.18e 218e.eee 514.988 22~e.88e 586.18e .888 .~ 512.9~8 1388.888 51e.3ee 589.188 1795.8e8 5~4.58e S86.1~ 1929.8~e 493.3~ 1829.e~ 586.188 1884.8~8 586.1~8 1887.888 5~5.988 1915.888 589.188 1915.e~ 516.188 2388.888 516.688 ET .888 .~88 .888 5.18~ 1795.888 1915.Eee Xl 31588.888 .SEe .eSe .~88 28.888 2~.888 )(2 .eee .888 .see .888 .see .8~e ET .EBB .EBB .BBB PROFILE SECTION N - SURVEY X1 $155B.EEB 19.EBB 1865.EEE GE 515.3EB 1BEE.BBB 515.3EE GE 5E4.7EB 16EB.EEB 5~.7EB GE 488.2EE 1869.EBB 488.3E~ GE 514.8EE 2~B.EBB 515.8EB NC .E65 .E6B .E45 .lee .SEE .EBB .EBB .EBB .EBB ET .EBB .BBB .EBB 5.1BE 1586.EEE 178E.EEE .BEE .BBB .EBB PROFILE SECTION X - SURVEY SECTION 23 1865.BBE GE 518.9BE 1BBB.BBB 519.2.~B 11BE.BEE 519.5EE 12BE.BEE 519.3EE 13BE.BEE 519.3EB 14BE.BBB GE 518.3EB 15BE.BEE 517.7EE 1547.BEE 5ES.BBB 1586.BEE 5EE.2EB 1596.EBB 499.BEE 16B6.BBB GE 5EE.5EB 16B8.EEE 5B7.9EE 1628.BEE 5B8.1EE 17EB.BEB 51E.3EE 1EBB.EBB 512.9BB 19BE,EBB GE 523.6EB 25BE.EBB 525.2EB 26BE.BEE .eec .Bee .eBB .BBB .BEE .EBB qT 5.BEE 73BE.EBB 1EBBB.EEB 112BE.BEE 142BE.BEE 112BE.BEE .BEE .BEE .BEE .BBB ET .BEE .BEE .EBB 5.lee 2E5E.EEB 235E.EEE .BEE .EBB .E~l .EBB PROFILE SECT[ON Y - SURVEY SECT[ON 24 Xl 37lee. Bee 25.BEE 2227.EBB 2238.BEE 12SE.BEE 165B.EEE 237E.B~ .EBB .BEE .BEE GE 522.2BE 1889.BEE 521.5EE 1BEE.Bee 519.3EE 2EBB.BEe 515.988 2lEE.BEE 51B.4BE 2227.BEE GE 521.5EE 2gEE.EBB 522.2EE 3BEE.BEE 523.~EE 3lee.Bee 524.EEC 32Be. Bee 523.9EE 33Be.BBB I 1E/23/87 1E:38:5~ PAGE ET .EBB .EBB .BEE 5.1BE 2525.Bee 2925.BEE .EBB .BEE .BBB .EBB 18B' OS. N. BOUND 1.H.635 ET .BEE .EBB .BEE 5.lEE 266B.EEB 3SEE.BEE .BEE .BEE .BEE .BBB OS FACE N BOUND [.H.635 Xl 383BE.EBB 15.BBB 2?4E.EBE 2?84.BEE lEE.BEE lee.eBB lEE.BEE .BEE .~E .BBB ER 559.4B~ .E~ 548.5~E 3~E.E~ 531.5~E 14~E.E~ 525.8E~ 263~.~E~ 515.BEE 267E.E~E S8 1.ESE 1.2EB 2.5EB .BEE 1E5.EEE ~.BEB 39ZE.BEE 7.5Ed 511.EBB 511.BBB U.S.FACE N. BOU~ IH 635 Xl 3842E.EEE .BEE .EBB .BEE 4E.EEE ~E.EEE 4B.EEE .EBB .lee .ER X2 .~Ee .BEE 1.EBB 529.7EE 532.8EE .BEE .BEE .EBB .BEE .~EB X3 1E.BBB .BEE .BEE .BEE .BEE .EBB .BEE 514.5BE 514.5EE ,QB ET .888 .888 .888 VALLEY SECT BTI4~ BRIDGES Xl 38588.888 .888 .888 ET .888 .888 .888 5.188 DS FACE E BOOND ~.H.635 Xl 38588.888 .888 .888 .888 X3 18.888 .888 .888 .888 ET .888 .888 .888 58 1.858 1.2~8 2.588 US FACE E BOUND LH.635 X2 .888 .888 1.888 X3 18.888 .888 .888 BT 6.888 .888 559.588 BT 3888.888 529.288 .888 ET .888 .888 .888 5.188 58' US E BOUND ].H.655 Xl 38678.888 .888 .888 .888 .888 .888 .888 5.188 PROFILE SECTION Z - SURVEY SECTION 25 Xl 3972~.88~ 2~.888 1713.888 1726.888 ~R 526.588 1888.888 526.388 1188.888 ~ 525.788 1588.888 519.588 1688.88~ CaR 517.888 1723.888 518.88~ 1726.888 SR 528.888 2188.888 526.888 2288.888 1 1~/23/87 18:38:5~ 527.388 2688.888 528.888 ~T 5.888 5188.888 7888.888 ET .888 .888 .888 188' DS RADIO RD Xl 41958.888 29,888 1791.888 6R 5A~.888 .888 539.888 6R 529.488 158&.888 529.788 GR 521.788 1797.888 52~.788 ~R 528.288 2888.88~ 529.788 GR 538.688 2588,888 538.888 ET .888 .8~ .888 5.188 DS FACE RADIO RD, PROFILE SECTION AA - Xl 42858.888 35.888 1788.888 183~.888 BT 2.888 1763.888 529.788 528.688 gR 5~1.888 .888 538.888 288.888 GR 538.288 1888.888 538.188 1188.888 GR 529.888 1588.888 529.688 1688.888 ~ 523.588 1771.888 522.$88 1788.888 2678.888 2878.888 .888 .888 .888 88.888 88.888 88.888 .888 .388 2678.888 2878.888 .888 .888 .888 · 888 .888 .888 515.288 515.288 2678.888 2878.888 .888 .888 .888 185.888 4.888 3928.888 7.588 512.288 532.888 .888 .888 .888 .8~1 .888 .888 .888 515.388 515,388 388,888 556,588 .888 1488.888 539.588 529.288 .888 5588.888 534.$88 .888 2675.888 2665.888 .8~ .888 .888 58,888 58,888 58,888 .888 .188 1592.888 1995.888 .888 .888 .888 25,888 758.888 1858.888 .888 .888 526.288 1288.888 525.988 1588.888 525.788 519.388 1788.888 519,888 1713.888 517,188 521.488 18~1.888 522.488 1988.888 522,588 526,488 2388.888 526,788 2488.888 526,988 528.688 .888 512.288 .888 .888 .888 .888 1715.888 2588.888 PA~E 18 9988.888 7988.888 .888 .888 .888 .888 1435.888 1945.888 .888 .888 .888 .888 538.888 28~.888 537.888 388.888 536.888 488.888 527.9e8 178e.e88 524.588 1713.888 522.ee8 1791.889 521.788 1888.999 522.588 1818.888 525,888 1988.888 1362.888 1978,888 .888 .888 .888 .888 SURVEY SECTION 26 1842.888 529,888 528,688 .8~8 .888 .888 529,788 1788.888 529.788 1763.888 527.188 1763.888 521.888 1793.888 521,588 1819.888 522.188 1826.888 18 ~R 523.ER 1834.888 527.888 1842.888 529.888 1842.888 529.588 1988.888 529.388 2888.888 GE 529.988 2188.888 538.788 2288.888 531.188 2388.888 531.288 2488.888 531.588 2588.888 ET .SR .SR .RS 5.188 US FACE RAD[0 RD SECT/26 Xl 42898.888 JR .RS .RS X2 .SR .RS .RS JR ET .SR .RS .RS 5.188 PROF[LE SECTION 99 - SURVEY SECTZ0N 27 1398.888 1288.888 1968.888 2218.888 Xl 42178.888 28.888 1791.888 1818.888 88.888 88.888 GR 548.888 .RS 539.888 188.888 538.888 288.888 ~ 529.588 1888.888 529.488 1188.888 529.488 12R.SR GR 529.488 1588.888 529.788 1688.888 527.988 1788.888 GR 521.788 1797.888 528.788 1888.888 521.788 1888.888 GE 528.288 2888.888 529.788 2188.888 529.888 2288.888 GR 538.688 2588.888 538.888 2688.888 548.888 3888.888 88.888 537.888 528.688 524.588 522.588 558.288 388.888 1388.888 1713.888 1818.888 2388.888 .888 .8R 53G.8~18 529.48~1 522 JI88 525.888 53~1.4~18 .8R .R8 14R.ER 1791 .ER 19R.R8 .llR ET .RS .SR .SR 5.188 1628.888 2288.888 .SR .RS .RE PROFILE SECTION CC - SURVEY SECTION 28 Xl 44288.888 32.888 1748.888 1786.888 1888.888 1388.888 2838.888 .SR .SR C~ 558.888 688.888 548.888 658.888 546.888 788.888 5/~,.8R 758.888 542.888 888.888 ~ 555.988 1888.888 535.288 1188.888 534.388 1288.888 534.188 1388.888 533.888 1488.888 GR 533.288 1588.8R 5~8.8R 1688.888 529.888 16~4.888 527.788 1788.888 526.888 17~1.8R GR 524.9R 1757.888 525.488 1768.888 531.988 1786.888 531.988 1888.888 532.288 1988.888 C_~ 532.388 2888.888 532.688 2188.888 532.588 2288.888 532.8R 2388.888 532.288 GR 531.888 2588.888 532.388 26R.SR 532.588 2788.888 532.988 2888.888 533.388 2988.888 1 18/23/87 18:38:54 PAGE 11 ET .R8 .988 .888 5.188 PROFILE SECTION O0 - SURVEY SECTION 29 1774.888 2484.888 X1 45828.888 26.888 2168.888 2187.888 GE 541.788 1888.888 5~.7R 1188.888 539.688 1288.888 538.888 GR 538.288 1588.888 538.888 1549.888 538.788 1562.888 537.888 GR 538.2R 188~.R8 537.888 1988.888 538.288 2888.888 538.488 GR 533.888 2168.888 531.888 2182.888 531.888 2185.888 533.188 ~R 537.2R 2388.888 537.388 24R.888 537.588 25R.888 538.688 ET .8~8 .BSI~ .~IR 5.18~I PROF]LE SECT[ON EE - SURVEY SECTTON 38 · 888 538.688 537.7R 533.488 533.788 539.288 1488 17R.BR 289~.R8 22R.R8 2788. Xl 47458.888 26.888 2349.888 2569.Re 6R 545.788 1RS.R8 5/~.9R 11R.eR 5M~.3R 1288.888 543.688 1388.888 542.888 1488.888 GE 542.58~ 1588.888 542.188 1688.888 541.788 1788.888 541.188 1888.888 541.888 1988.888 ~R 548.888 2888.888 541.2~8 2188.888 541.688 2166.888 541.688 2182.888 5~1.4R 22R.SR ~ 54~.3R 2269.~R 536.9R 23R.~8~ 535.8~ 2349.~ 532.1R 2363.R~ 535.4R 2369.B~ 6R 536.8R 24R.ER 542.8R 2475.~R 541.6R 25R.~8 542.5R 26R.~8~ 5~3.5R 27R.E~ 1591.888 ET .888 .RS .R8 5.188 998.888 11 1B11'0S COUNTY L]NE RD Xl 475411.0B0 35.000 1511.B110 1591.B011 lo. Be11 ?JO.BOO GR 544.$BB 5B.1111B 545.600 1SO.BBB 542.8BB 2511.0B0 ER 541.7B0 55B.BBO 5~1.1e0 650.0eo 541.BBB 7511.11B11 ER 5~1.$00 llBO.OBO 541.$BB 12BO.BOO 5~1.200 13BO.BOB ER 554.500 1542.Boe 53~.9e11 1544Jee 555.3Be 1565.E~0 GE 541.7~e 1591.E0~ 5~1.~00 1600.BOO 5~1.6~ 17BO.O~ ER 5~$,B110 201111,11011 ,542,800 2012.B011 542,~11 21BO.~BO ET .BOO .BOO .BOB DS FACE COUNTY LINE RD, Xl 476411.11B11 41.00B 1511.BB0 BT 2.BB11 1511.B80 541.8e0 ER 541.31111 11BB.11BO 541.$B11 ER 5~5.300 1565.BOB 54B.4Ee 5.10B 645.11811 1755.BB11 PROFILE SECTION FF - SURVEY SECTION 31 1591.B~0 lee.B~B lee. BBB 540.4BB 1591.0eB 541.7eB 1565.111111 5~11.4811 1567.111111 2BOO.BBB 542.81111 21112.Bee ET .11110 .11BO .OeO 5.1BO 68~.OeB 17112.B110 US FACE COLflTY LINE RD SECT[51 Xl 476711.1111B .OO0 .e1111 .OB11 S11.0110 30.0110 X2 .BO11 .BOe .BB11 .BO11 .e1111 .eeB i 10/25/87 1B:]8:54 542.51111 541.7eo 541.71111 .BOO .OOe .OO0 350. eel1 85e.Boe I~O~I.RO0 152g. R~ 1542.011~1 1567 JteO 2leO.B011 541.?Jle 541.70B 541.5eo 545.7B0 .~O · eoe 542. lOO 541.2~ 541.7110 534.g~IB 536.400 541.4P111 .OO0 .EEO 9511 .OEO 1535.0110 1544. e11B 22~.~ PAGE 12 ET .0110 .11110 .eOt1. 5.1O11 75e.ee11 1622.eeo 511'US COLIfl~ L[NE RD X1 4772O.B110 35.000 1511.B1111 1591.BB11 511.111111 511.0B11 GR 544.3B11 50.OOB 543.6e0 15O.BBB 542.BBe 2511.Bee GE 5~1.7B11 5511.Be0 541.1011 650.0e11 541.BBB 75B.11BB GR 541.$1111 11110.BOO 541.3e0 12eO.BB11 541.2110 13ee.B~B GE 541.8011 1511.0BB 558.6B0 1511.1100 551.0e0 1525.B1111 ER 5~4.5ee 1542.11110 554.9e0 1544.~e0 555.~ee 1565.BE0 GE 54~.B011 2BBB.OO0 542.8BB 2B12.0B11 542.~e11 2lee.eeo ET .BOO .eOt1 .1100 5.lee PR~ILE SECTION C-O - SURVEV,~ECTION 32 Xl 483511.0B11 25.BO0 21311.Bee 23eB.B11B GE 544.1011 15BO.OB11 544.511B 161lO.OeO ER 537.70B 2257.000 539.1O0 23BB.OBO 1 111/23/87 111:$8:54 542.5OB 5411. BBB 541.7811 536.48e 541.4ee .BOB 542.1B11 5~1.700 538.4e0 541.5e~ .OEO 6e11.111111 544.11111 539.61111 545.90e .e1111 PA~ 13 12 HEC2 RELEASE DATED NOV 76 UPDATED NAY 198~ ERROR CORR - MOOIFICATION- 5~1,51,52,5~,54,55,56 IBM-PC-XT VERSION THIS RUN EXECUTED 11~/23/87 T1 T2 T3 &qAPEVII~ CREEK COPPELL,DALLAS COLNT?,TEXAS 11)1) YEAR FREQUENCE FLO00 INSURANCE STUOY ALMOST 1978 ( ET RUN ) ORAPEVINE CREEK J1 ICHEQ( INO NINV IDlE STRT ~TRIC HVIN$ J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC 15.8~8 .~ -1.~ .~ .~ .~8~ .~ I 11)/23/67 11):38:54 q WSEL FO IOW CFIdlFI ITRACE PAGE 14 HEC2 RELEASE DATED NOV 76 UPDATED NAY 1984 ERROR CORR - NOOIFICATION - 5~,51,52,53,54,55,56 [8~t-PC-XTVERS[ON THIS RUN EXECUTED 1~/23/67 NOTE- ASTERISt((#) AT LEFT OF CROSS-SECTION NLJMBER INDICATES NESSAC~ IN SUIe~R¥ OF ERRORS LIST 18:41:35 6RAPEVINE CREEK S~Y PRINTOU'r TABLE SECNO CWSEL DIFI(WS E6 TOPWID QI. O6 QCH QROR 25~.~ ~35.31 .~ 435.38 55~.98 6~28.55 2131.~7 154~.38 25~.~ 435.99 .68 436.~8 213~.~ 4571.63 242~.gl 27E7.47 493~.~ 436.92 .Ed 436.95 $687.68 8553.97 1131.39 14.63 493E.~ 437.7~ .78 437.74 1714.~ 8352.85 1337.98 .~ PERENO STENCL STCHL .~ .~ 11278.~ 213~.~ 1~5~.~ 11278.~ .~ .~ 95~.~ 1714.8~ 785e.8~ 95~.~ STONR S~ 956~.E~ 9564.Be 956~.~ 13 5~3~.B8~ 436.97 5B3~.BBB 437.75 5~7~.~BB 437.78 515B.E~ 437.E4 515~.EB~ 437.84 895E.EEE 439.77 895E.EEE 44~.52 113EE.EEE 445.75 1417E.EE~ 453.92 1417~.EE~ 454.68 1535E.EEE 457.53 1535E.EeE 458.16 1544E.BE~ 458.27 1547B.~EE 458.38 1547E.EBE 459.23 I 1E/23/87 1B:38:54 · EE 436.99 4588.32 8841.7B 365.49 492.81 ,E~ .E~ 952~.EE 954~.BE .BE .78 437.8B 169E.E~ 9226.58 473.42 .EE 169E.EE 785E,EE 952E.BE 95~B.BB 95~I.EE .EB 437.E2 4549.17 8852.56 389.22 458.21 .79 437.83 169B.EE 92E7.95 492.E5 .EE 437.E6 3681.13 8517.1E 1168.95 437.88 1814.BB 8396.32 13B~.68 13.95 .BE 439.82 2411.23 3682.36 1274.43 4743.21 .EE .BB 2276.BB 2348.EB .BE .76 44~.61 1359.EB 3542.89 161~,.87 4552.24 1359.BE 166B.BE 2276.EB 2348.EB 3819.EB .EB 445.2E 1117.12 6E25.6B 3217.12 457.28 .EE .EB 1986.BE 2B62.BE .BE .85 446.11 83E.EB 5625.34 3849.73 224.93 83B.EB 125B.EB 1986.EE 2B62.EB 2BSE.EE .EB 454.27 722.45 2452.86 45EE.4E 4846.74 .EE .BE 1782.EB 1847.EE .EB · 76 455.18 47E.E8 21E9.61 5B41.B7 3849.33 478.EE 16EB.BB 1782.8E 1847.EE 2B7E.EB .ES 458.37 597.4E 342.72 6744.94 3912.34 .EB .EB 1527.EB 1588.EE .EE · 63 459.82 35E.EE 225.53 7E12.18 3762.29 3SE.E8 158B.E8 1527.BE 1588.BE 185E.EE .BE 458.88 .81 459.63 .BE 147.EE 1125.8E 1125.EB 1272.EE 1272.EB .BB 458.98 .85 459.78 .BE 147.EB 1125.EE 1125.EB 1272.BE 1272.BE PAGE 15 SECt40 CNSEL BIFKNS E6 TOPNID QL06 [}CH (~R08 PEP, ENC STENCL STCHL STCHR STENCR 458.29 459.23 .BE 459.25 654.68 717.86 8748.64 1533.58 .BE .EE 1527.EE 16BS.EE .BB · 95 46E.E3 31E.EB 766.22 8581.66 1652.11 31E.EE 147B.BE 1527.BB 16BS.EB 178E.EB 458.76 459.54 .EB 459.7B 126.EE .78 46B.45 129.B8 1561E.EEE 458.87 1561E.E~ 459.66 .EB 459.81 126.BE .79 46~.57 129.~ .E~ 129.~ 1321.E~ 1321.E~ 145~.~E 1566B.EBB 459.73 1566~.~ 46E.63 .BB 46B.B2 822.69 346.46 5124.33 5529.21 .BE .EE 1516.E~ 1579.~B .EB · 8~ ~68.76 69~.~ 36~.1FI 4627.27 58~6.69 69E.~ 1~7B.~ 1518.~ 1579.~B 216~.~ 1648E.SEE 46B.45 1648E.BBE 461.E7 .EB 46B.69 753.73 1731.99 5679.22 3596.79 .BB .EE 1634.E8 1722.BE .EB · 62 461.45 42~.EE 972.5B 691E.45 3117.85 42E.EB 156E.EE 1634.BB 1722.~B 198E.BB 462.E6 462.95 .BE 462.92 764.69 2592.82 8265.54 942.45 .BB .EE 1535.BB 161E.EB .BE · 8g 463.76 42E.EB 2714.11 8452.7B 635.2E 42B.EB 127E.EB 1535.BB 161B.BB 16gB.BB 465.38 465.93 .EB 466.38 642.96 28E1.11 798E.13 1E18.76 .EE .EB 18B5.BB 1868.EE .BB · 56 467.27 266.EB 2768.44 9E31.56 .EB 268.E~ 16~.EB 18ES.EE 1868.BE 1868.EE 14 18578.888 465.88 18578.888 465.96 18688.888 466.87 18688.888 466.94 18658.888 468.4.6 18658.888 469.26 28548.888 471.48 ~548.888 472.35 22688.888 479.82 22688.888 479.88 25578.888 486.74 25378.888 487.52 25478.888 487.25 2,5478.888 488.18 25588.888 488.88 25588.888 488.72 25558.888 488.72 25558.888 489.16 26888.888 491.22 26888.888 491.83 I 18/23/87 18:38:54 · 88 467.39 128.88 · 88 468.27 128.88 11888.88 11888.88 .88 .88 .88 1788.88 1828.88 .88 · 88 128.88 1788.88 1788.88 18~.88 1828.88 · 88 468.38 128.88 · 88 469.26 128.88 .88 11888.88 .88 11888.88 · 88 .88 .88 1788.88 1628.88 .~ · 88 12.E.88 1788.88 1788.88 1828.~E 182J.88 468.75 777.12 4278.81 5768.86 1753.13 .88 .88 1885.88 1868.88 .88 469,63 415.88 4388.78 6456,82 965,28 415,88 1528,88 1885.88 1868.88 1935.88 .88 472.73 546.85 1837.51 9584.85 377.64 .88 .88 1588.88 1579.88 .88 · 95 473.67 249.88 1795,54 188~,46 ,88 249,88 1338.88 1588.88 1579,88 1579,88 · 88 488.81 398.73 3491.79 7578.73 737.48 .88 .88 1397.88 1~47.88 .88 .78 488.88 197.88 3782.82 8817.18 .88 197.88 1258.88 1397.88 1~7.88 lZ~.7.88 · 88 487.97 394.28 895.27 9478.55 1426.19 .88 .88 1988.88 1975.88 · 78 488.82 285.88 586.43 18~43.97 1249.68 285.88 1878.88 1988.88 1975.88 488.65 278.62 489.39 128.88 5.45 11722.58 .88 11888.88 71.97 .88 .88 1788.88 182J.88 .~8 .88 128.88 1788.88 1788.88 182~.8~ 18211.~ .88 489.18 394.88 185.83 11369.89 327.88 .63 489.81 128.88 .88 11888.88 .88 465.79 1839.83 8438.16 2322.81 .88 .88 1988.88 1973.88 215.88 1149.82 9381.36 1348.83 215.88 1858.88 1988.88 1973.88 493.81 257.79 348.96 11825.84 525.28 493.71 96.88 285.69 11559.22 135.89 · 88 .88 1758.88 1826.88 .8~ 96.88 1748.88 1758.88 1826.88 1836.88 PAGE 16 SECNO C~4SEL DIFKNS EG TOPt4ID QI.06 QCH QR06 PERENC STENCL STCHL STCHR STENCR 494.83 599.91 2742.86 7512.82 244.32 .88 .88 1926.88 1992.88 495.58 415.88 2249.89 8123.29 126.82 415.88 1585.88 1926.88 1992.88 27548.888 494.23 27548.888 495.88 · 88 495.58 429.77 736.82 9763.18 · 77 496.81 341.55 1823.45 9476.55 · 88 1958.88 1615.88 1958.88 27578.888 494.43 27578.888 495.14 ,88 495.78 429.24 732.12 9767.88 · 71 496.17 343.37 1887.78 9492.22 1958.88 2878.88 .88 1958.88 2878.88 2878.88 2762~.888 494.65 27628.888 495.21 · 88 495.96 468.37 1841.92 8452.68 285.48 .88 .88 1926.88 1992.E8 .88 · 55 496.46 432.88 1932.81 8567.99 .8~ 432.8~ 1568.88 1926.88 1992.88 1992.~ 38138.888 582.87 38138.888 583.49 · 88 583.78 279.83 4734.98 5752.79 · 62 584.57 122.88 4266.14 6233.86 12.31 .88 .88 2168.88 2222.88 .~ .88 122.88 2188.88 2188.88 2222.88 2222.~ 38198.888 582.56 38198.888 583.52 .88 5~4.44 91.75 .94 585.88 93.22 18588.88 18588.88 .88 .88 2138.88 2263.88 .88 125.88 2138.88 2138.88 2263.88 2263.88 38288.888 582.87 .88 584.63 92.28 .88 18588.88 .88 .88 .88 2138,88 15 $~2E~.~ 5~$.73 3~25~.~ 5~4.37 3E25~.~ 51~.74 3131~.BE~ 5~6.29 3131~.~ 5~6.95 $1480.000 507.16 31500.00E 5E6.69 315EE.EEE 5E7.32 $155E.OOE 507.58 3155E.OEE 5E8.18 3475B.008 513.69 ~',738.BEE 514.B7 371BS.EEB 52E.74 371SE.EBB 521.27 $82EE.ESE 522.57 $82BS.BEE 523.18 3838E.OEE 522.55 3858E.80B 523.14 38~2~.ESE 522.57 3842E.EBE 523.17 1 1B/23/87 18:$8:54 · 86 585.24 93.55 .ES 1E588.88 .88 125.88 2138.88 2138.E8 2263.88 2263.E8 .E0 584.96 356.31 5149.17 5247.72 183.11 .88 .EB 2lEE.E8 2222.EB .BE .37 585.54 127.EB 4696.46 5883.55 .BE 5E6.76 432.4E 6329.89 4178.92 .67 5E7./~ 225.36 6261.59 4238.41 · B8 587.54 118.86 · 63 5E8.17 119.15 .BE 587.7E 118.95 .63 5E8.33 119.22 · ES 587.92 519.7E 6688.98 3891.E2 · 68 588.53 287.E8 6534.16 3965.84 .ES 127.0E 2~95.E8 2188.88 2222.E8 2222.88 .BE .EB .gE 1795.88 1915.88 .~ .88 128.88 1795.8E 1795.EE 1915.BE 1915.88 .BE 12E.EB 1795.BE 1795.EE 1915.EB 1915.EE 1863.88 · 88 514.79 432.68 152.53 5884.18 5343.29 .BE .BE 1586.E8 1628.EB .EB .$8 515.37 194.8E .88 5382.78 5197.38 194.E8 1586.BB 1586,BB 1628.~ 1788.88 .BE 521.87 714.57 5817.68 1177.61 58E4.71 .88 .~B 2227.88 2238.BE .ge .53 521.66 388.BB 5139.E6 1197.84 4863.18 388,88 2858.8E 2227.BE 2238.8E 235E.BE .BE 522.78 761.13 4976.3E 1138.66 5E93.85 .88 .EB 275E.EE 2775.EE .BE .61 523.37 4BE.B8 5638.89 1342.68 4218.51 488.88 2525.EB 2758.BB 2775.BB 2925.88 .BE 523.14 1124.85 3BEI.~E 4827.58 4171.51 .ES .BE 274E.EE 2784.EE .~ · 59 523.84 323.91 3164.66 4247.59 3787.75 848.88 266E.E8 274E.BE 278~,.88 358E.88 .BE 523.2E 1E82.85 3E21.73 4E78.54 4899.73 .ge .EB 274E.EB 2784.EE .~ .68 523.9E 223.72 3163.64 4261.28 3775.16 7~.EE 2668.88 274~.~ 278~.~ 34~E.~ P~E 17 522.84 523.36 523.E9 523.63 523.12 523.68 523.83 525.89 526.63 531.33 532,26 CNSEL DIFI~4S E6 TOPWID QLO0 OCH OROB PERENC STENCL STCHL STCHR STENCR .BE 523.48 1086.45 3829.54 4898.48 4871.98 .52 524.19 2EB.E8 2888.64 447E.57 38~.79 288.88 267E.E8 2748.EB 2784.8E 2878.~ .~E 523.8E 987.18 3~63.37 4191.36 3945.27 .54 524.49 2BE.BE 2875.24 z~88.58 3836.26 .~e 523.86 953.69 3~75.59 4228.64 3895.77 .~ .~ 2748.B~ 2784.B~ .55 524.55 288.88 2873.18 /g195.$8 3831.52 .43 524.76 19E.88 2752.88 4617.95 $829.17 198.8E 2675.E8 274E.88 2784.88 2865.E8 .BE 526.28 888.22 ~684.77 884.11 5631.12 .74 527.E2 483.88 4339.69 969.95 5891.36 483.88 1592.BB 1713.BE 1726.EE 1995.8E .BE 531.41 1818.26 3629.17 865.1E 34E5.73 .93 532.42 518.BB 3738.18 1882.29 3879.53 16 551.44. .EB 531.66 1618.46 356E.96 2261.6E 2877.42 .BB .BB 1788.BE 1634.BB .~ 532.41 .97 532.67 6E8.EE 4E,.~I.E1 2367.4B 1492.6E 6EG.EE 1362.EE 1788.EE 1834.BB 197E.EB 531,75 532.64 531,95 532.93 533.57 534.14 539.57 543.33 5~.14 543.39 5~,.22 543.95 5M+.95 543.99 5~,.98 543.99 5~.96 545.55 1B/23/87 1B:38:54 .EB 531.89 1757.46 3753.11 1867.21 2259.67 .EE .BE 1786.BB 183~.BB .EB .88 532.88 57E.EE 41E2.56 2332.E7 1465.35 57B.BE 139~.BE 1788.EB 18~.EB 196~.~B .~B 531.99 1976.E9 3722.41 7B3.82 3473.77 .EE .BE 17gl.BE 181E.EB .EB .98 532.97 1EIB.EE 3747.96 7B8.86 3443.19 I~IE.BE 12EB.BE 1791.E~ 181E.EB 221E.E~ .EE 533.69 1562.65 3295.43 2194.63 24E9.94 .BB .BE 174E.EB 1786.EB .BB · 57 534,64 58B.EE 3~*9.E7 2649.22 18E1,71 58B,EB 162B.BB 174E,EB 1786,EB 22EB,BB .BE 539,29 1392,58 37z~..E3 1415,99 2739,98 ,BB .EB 216E,EE 2187,BB ,BB ,56 539,88 63E.BE 38E6.66 1456.32 2635,E2 63E,EB 1774,EB 216E,EE 2187,BB 24B4.BB .BB 543.52 1349.3E 4517.45 127B.29 2112.26 .EB .EB 2349.EB 2369.BB .BB .SB 5~,.55 42B.EE 4968.25 1722.M+ 12E9.31 42E.EE 198E.EB 2349.BB 2569.~B 24EE.BE .EB 543.76 188B.84 2899.62 418E.64 819.34 .EB .EB 1511.EE 1591.BE .EE .83 5/-¢,.79 6E1.EE 2759.47 514B.53 .EE 6B1.E~ 99B.BE 1511.EE 1591.BE 1591.BE .EB 543.99 2E95.8E 4934.19 1258.48 17E7.33 .EE .EE 1511.EE 1591.EE .EE 1.E1 545.EE 111E.EE 5583.29 1322.4~ 994.27 111E.EE 645.EE 1511.BE 1591.EB 1755.EE .EB 5~4.E3 21E4.76 4944.E7 1236.3E 1719.62 .EE .EB 1511.EB 1591.E~ .BE .gg 545.E4 1E18.EE 5742.51 142E.77 736.72 1E18.EB 664.EE 1511.EB 15gl.BE 17E2.~ .BE 5~.12 2E43.15 365B.11 3E29.39 122B.5E .BB .BE 1511.~1 1591.BE .EB .97 545.12 872.EE 4259.91 3479.83 16B.26 872.BE 7SE.BE 1511.EB 1591.E~ 1622.BE .EB 5z~.67 117E.81 18B.61 56~1.6E 2117.78 · 95 545.88 24E.EE .EE 6582.6E 1317.4E PAGE 18 ~Y OF ERRORS AND SPECIAL NOTES I 1B/23/87 1E:38:54 FLOOB, IAY DATA, 6RAPEVINE CREEK PROFILE NO. 2 ....... FLOOONA¥ ....... NATER SURFACE ELEVATION STATION WIDTH SECTION if. AN WITH WITHOUT DIFFERENCE AREA VELOCITV FLOODNAY FLOODI~Y 17 PAGE 19 25E8.~8 2138. 5212. 1.9 436.8 455.3 .7 4938.~E~ 1714. 7118. 1.4 437.7 436.9 .8 5838.~ 1698. 5988. 1.6 437.8 437.~ .8 5~7~.8e~ 16g~. 5861. 1.7 437.8 437.~ .8 5158.~ 1814. 7347. 1.5 437.8 437.~ .8 8958.~8 1359. 4417. 2.2 ~E.6 439.8 .8 11388.~EE 83E. 2~,3. 4.8 4z~5.8 4~z~.9 .9 1417~.8E8 47E. 2511. 4.4 454.7 453.9 .8 15358.~e~ 358. 1983. 5.5 459.1 457.5 .6 15z~E.E~E 147. 1847. 6.8 459.1 458.3 .8 15478.E88 147. 1847. 6.8 459.3 458.4 .9 1552~.B~8 318. 1986. 5.5 ~59.Z ~58.3 .9 156~.~ 1~9. 1438. 7.6 ~59.6 ~58.8 .8 1561e.~E~ 129. 1~38. 7.6 ~59.7 ~58.9 .8 1566E.EE~ 69E. 4~39. 2.7 ~6E.5 ~59.7 .8 16~.BE~ ~. 2886. 3.8 ~61.~ ~6E.~ .6 176EE.~E~ ~. 2319. 5.1 ~63.E ~62.1 .9 185EE.Be~ 268. 1678. 7.E 466.B ~65.4 .6 1857E.E~E 12~. 966. 12.2 ~6.~ ~65.1 .9 186~B.B~ 12~. 966. 12.2 ~67.~ ~6.1 .9 1865E.~ ~15. 3262. 3.6 ~69.3 ~68.5 .8 2E54~.eE~ 249. 1624. 7.3 ~72.4 ~71.4 1.~ 226E~.~ 197. 1841. 6.4 ~79.8 ~79.~ .8 2537~.~B~ 285. 1649. 7.2 487.5 ~86.7 .8 2547~.EE~ 12~. 13~2. 8.8 ~88.1 ~87.2 .9 255eE.EeE 1~. 1~5. 8.4 ~88.7 ~88.1 .6 2555~.EE~ 215. ~7. 5.8 ~9.1 488.7 .4 2688E.EeB 96. 1147. 1~.4 ~91.8 ~91.2 .6 274EE.E~E ~15. 19EE. 5.5 ~94.5 ~9~.E .5 275~.~ ~3. 153E. 6.9 ~95.E ~94.2 .8 ~757~.~ ~ ~8. 1519. 6.9 ~95.1 ~94.4 .7 276~.B~ 432. 156~. 6.7 ~95.3 ~9~.7 .6 3~13E.E~E 122. 1399. 7.5 5E3.5 5E2.9 .6 3~19E.EeE lEE. le~7. 1E.E 5E3.5 5~2.6 .9 3~2~E.EeE 1E1. 1867. 9.8 5~3.8 5~2.9 .9 3E25e.eEe 127. 158~. 6.6 5e~.8 5e4.~ .~ 3131~.~EE 225. 2EE6. 5.2 5~7.E 586.3 .7 3148E.EEE 119. 13~1. 8.1 5~7.1 5~6.5 .6 ' 315~B.~ 119. 1381. 8.1 5~7.3 5~6.7 .6 3155~.~ 287. 2~4. ~.4 5~8.2 5~7.6 .6 347~8.~EE 1~. 13~9. 8.E 514,1 513.7 .4 371~.~E 3Ee. 2379. ~.7 521.2 5~.7 .5 1~/23/87 1~:38:54 PN3E 2~ FLOOB4AY DATA, GRAPEVINE CREEK PROFILE NO. 2 ....... FLOOOWAV ....... STATION WIDTH SECTION MEAN 18 WATER SURFACE ELEVATION WITH WITHOUT DIFFERENCE AREA VELOCITY FLOOONA¥ FLOOONA¥ 382~l!I.1~1~I 41~Jl. 3336. 3.4 523.2 522.6 .6 38381~.i~11~ 8~. 1859. 6.E 523.1 522.5 .6 38~2~.~ 22~. 182~. 6.1 523.2 522.6 .6 585~.~ 2~. 17~9. 6.6 52].~ 522.8 .5 ~858~.B~ 2~. 1682. 6.7 52~.6 52].1 .5 ~862~.~ 2eB. 1672. 6.7 52].7 52~. 1 .6 ]867e.e~ 19E. 1621. 6.9 52~.8 52~.~ .~ 3972~.~ ~3. 23~7. ~.8 526.6 525.g .7 41g~.~ 51B. 27~6. 2.9 5~2.2 551.5 .9 4~5~.E~ 6~8. 2115. 3.7 532.~ 531.4 1 .~ 4~9E.~E 57~. 21~3. 3.7 532.7 531.8 .9 4217~. ~ 1~1~. 5~75. 1.6 532.9 531.9 1 .g ~2Bg.B~ 56~. 1819. ~.5 554.2 55~.6 .6 ~562~.~ 6~. 2~2. ~.9 5~9.6 559.~ .6 ~745~.~ ~. 1882. ~.2 5~.1 543.3 .8 ~7~.~ 6~1. 1915. ~. 1 5~.2 543.~ .8 47~.~ 111~. ~7. 1.8 5~.9 543.9 1 .~ ~767~.~E~ 1E18. ~1~5. 1.9 5~5.E 5~.E 1 .E ~77~.eEe 872. 5~6E. 2.5 5~5.E 5~.E 1.E ~8558.8E~ 2~E. 1786. 4.~ 5~5.5 5~.6 .9 I 1~/2~/87 1~:~1 :~8 PAGE HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 91,~2,~13,~14,115,E6 MOOIFICATION - 5~1,51,52,53,54,55,56 IBH--PC-XT VERSION THIS RON EXECUTED 18/23/87 1~1:41:48 19 APPENDIX 2 PRIOR CONDITIONS EXTENDED FIS BASE MODEL 2 a) FIS FLOWS 2 b) IO0-YEAR ULTIMATE - HEC-2 DEVELOPMENT FLOWS r- r" APPENDIX 2 a) PRIOR CONDITIONS EXTENDED FIS BASE FIS FLOWS MODEL - HEC-2 * NATER SURFACE PROFILES * VERSION OF NOVEMBER 197G * UPDATED MAY 1984. * IBM-PC-XT VERSION * RUN DATE 11/I)5/87 TIME 16:27:55 * U.S. ARMY CORPS OF ENGINEERS * THE HYDROLOGIC EN~INEERIN6 CENTER * 61~9 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 * (916) 44.~-211)5 (Fl'S) 448-21B5 r' 1 11/~5/B7 16:27:55 X X XXXXXXX XX)O(X X X X X X X X X X )O0(XXXX XXXX X X X X X X X X X × X X XXXXXXX XXXXX X X X X)O(XX X X X)OOO(XX PAGE I F F F HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - MOOIFICATION - 5~.51,52.53,54.,55,56 IBM-PC-XT VERSION C T1 T2 T3 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 1~ YEAR DISCHARGE EXTENDED FLOOD INSURANCE STUDY OCT 1987 GRAPEVINE CREEK ( 547~2 -- GREXT ) ' J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 2. J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW I 1.B~ .B~ -1.~B .e~ .B~ .~ '~ r- J3 VARIABLE CODES FOR SUFtCARY PRINTOUT 15B.BB~ 2~I.B~B .~8~ .~B~ J5 LPRNT NUF~EC ********REQUESTED SECTION N~BERS******** THIS RUN EXECUTED 11/B5/87 WSEL Fq e. 4.56.38e .em~ CHNIM ITEACE .~ .~B~ .~ 16:27:56 NC qT PROFILE SECTION G - SURVEY SECTION 7 ~ GR 454.680 1588.8~8 454.7~ 16~.8~ 454.1~) 178~.~ i GR 456.788 1898.888 456.988 1989.888 457.8~8 1919.888 X1 15358.888 36.888 1527.888 1588.888 1288.888 GE 488.988 1~88.888 475.888 1188.888 478.588 GR 458.388 1271.888 462.788 1295.888 462.788 GR 459.688 1352.888 459.688 1398.888 459.588 GR 454.788 1482.888 455.188 1588.888 454.888 459.188 459.788 459.588 441.588 453.688 455.288 GR 456.588 2888.888 458.288 2188.888 461.588 2288.888 467.788 GR 481.188 25~8.888 .888 .888 .888 .888 .888 BELT LINE ROAD - DOI4tSTREAN SIDE PROFILE SECTION H - SURVEY SECTION 8 r~ Xl 15448.888 38.8~18 1125.888 1272.888 25.~8 GR 48~. 9~ 658. ~8~ 478.588 758.8~8 463.8~8 887. GR 461.8~8 879.~ 459.7~ 897.~ 459.68~ 943.888 ~ GR 459.7~ 18~8.B~ 46~.5~ 11~.~B 46~.5~ 1125.8~ 1 11/~5/87 16:27:55 GR 454.988 1157.888 458.888 1145.888 GR 441.188 1222.888 441.188 1224.888 GE 458.188 1249.888 456.288 1278.888 GE 468.288 1488.888 468.288 1461.888 GR 464.688 1888.888 466.488 1988.888 S8 1.858 2.415 2.588 Xl 15478.888 .888 .888 ~, X2 .888 .888 1.888 F .888 897.888 459.788 8T ~ BT .888 998.888 459.888 98.888 .888 .888 .888 458.988 459.888 465.588 829.888 462.788 459.588 979.888 459.888 457.288 1125.888 454.988 PAGE 2 442.288 1168.888 459.788 441.688 1258.888 446.488 457.488 1272.888 468.588 468.288 1588.888 468.888 469.188 2888.888 .888 459.788 1179.888 458.188 1248.888 468.588 1588.888 462,588 1788,888 .888 57.888 .8B8 58.888 58.888 459,888 468.588 .888 · 888 855.888 462.788 .888 945.888 459.688 .888 1888.888 459.788 1846.888 2.373 448.848 58.888 .888 .888 .888 458.988 459.888 .888 887.888 465.888 · 888 879.888 461.888 · 888 979.888 459.588 ,888 1188,888 468,588 BT BT 81 468.588 458.988 1272.888 468.288 .888 1461.888 468.888 .888 1788.888 466.488 .888 2888.888 468.588 459.~88 13~.~ ~6~.5~ .~ 468.288 .888 1588.8E8 468.288 .888 46Z.Se8 .888 ~888.888 484.688 .888 469.188 .888 .8B8 .eBB .888 Xl 15528.888 18.888 1527.888 1688.888 GR 488.988 1888.888 475.888 1188.888 GR 458.588 1271.888 462.788 1295.888 GR 453.688 1527.888 441.388 1568.888 GR 468.888 2238.888 478.~88 2488.888 58.888 58.888 58.888 .8~8 .888 .8~ 478.588 1288.888 463.888 1249.888 459.188 1258.888 462.788 1388.888 468.588 1326.888 459.788 1344.888 441.888 1585.888 455.688 1688.888 455.288 1788.888 475.888 2688.888 .888 .8~8 .8~8 .~1 F F r' ST LOUIS & SOUTHWESTERN RAILROAD - DONNSTREA~ SIDE PROFILE SECTION I - SURVEY SECTION 9 Xl 158~8.888 28.888 1321.888 1458.888 58.888 X3 18.888 .888 .888 .888 .888 GR 462.788 1888.888 482.688 1188.888 462.688 GR 455.888 1321.888 448.488 1333.888 448.488 GR 442.388 1378.888 442.388 1379.888 441.688 GR 446.888 1411.~88 449.888 1423.888 449.888 GE 456.488 1458.888 461.788 145~.888 462.988 GR 464.288 1888.888 464.88~ 1988.888 465.488 SB 1.858 2.475 2.588 .888 66.288 Xl 15618.888 .888 .888 .888 18.888 ×2 .888 .888 1.888 459.488 461.788 X3 18.888 .888 .888 .~88 .888 BT -13.888 1888.888 462.788 .88~ 1188.~88 BT .888 1388.888 462.888 .888 1328.88~ BT .888 1458.888 461.788 459.488 1588.888 BT .888 1788.888 463.888 .888 1688.888 BT .888 2888.888 465.488 .888 .888 188.888 1288.888 1392.888 1424.888 1588,888 6.888 18.888 462.688 462.788 462.g8~ 464.288 68.888 462.888 442.488 445.588 452.688 459.488 1388.888 1349.888 1488.888 1437.888 1688.888 1. 858 .8~18 .8~18 459.488 128~1.888 1321 1681~. 8 1988.888 459.488 462.788 442.488 446.888 452.688 463.888 442.4~8 459.488 462.68~ 462.788 463.488 464.888 · 888 .888 1321. R8~1 1358.888 1418.888 1438.8~18 1788. R8~I Xl 15638.888 24.888 1115.888 1218.888 38.888 18.888 28.888 .888 .888 .888 GR 478.888 1888.888 468.888 1828.888 466.888 1826.888 464.888 1838.888 462.888 1845.888 6R 468.888 1852.888 458.888 1868.888 456.~88 1868.888 454.88~ 1188.888 452.888 1185.888 6R 458.888 1115.888 442.888 1138.888 441.888 1132.888 441.788 1158.888 442.888 1168.888 GE 458.888 1218.888 452.888 1228.888 454.888 1238.888 456.888 1248.888 468.888 1258.888 GR 461.768 1268.888 462.888 1478.888 464.888 1778.888 466.888 1978.888 .888 .888 1 11/85/87 18:27:55 PACE r Xl 15648.888 24.888 i GR 478.888 1888.888 GR 468.888 1852.888 GR 458.888 1182.888 GR 458.888 1288.888 ' GR 461.768 1255.888 Xl 15688.888 24.888 1852.888 1248.888 28.888 ~ GE 478.888 1888.888 468.888 1812.888 466.888 X1 1566~.888 24.888 1889.~88 1178.888 GR 478.888 1888.888 468.888 1818.888 GR 468.888 1858.888 458.888 1858.888 SR 458.888 1889.888 442.888 1185.888 GR 458.888 1178.888 452.888 1198.888 GR 461.768 1235.888 462.888 1445.888 46~.8~8 1852.888 458.888 1~68.808 456.888 1868.888 454.888 458.888 1888.888 442.888 1182.888 441.838 1184.888 441.758 458.888 1168.888 452.888 1185.888 454.888 1228.888 456.888 461.768 1258.888 462.888 1468.888 464.888 1758.888 466.888 X1 15738.888 28.888 1899.888 1387.888 58.~88 38.888 58.888 .888 .8~8 GR 478.888 1888.888 468.888 1855.888 466.888 1878.888 464.888 1888.888 462.~88 GR 468.888 1899.888 458.888 1138.888 442.888 1142.8~8 441.858 1144.888 441.758 GR 442.888 1172.888 458.888 1192.888 452.888 1218.888 454.888 1287.888 456.888 GE 468.888 1387.888 461.768 1317.888 462.888 1527.888 464.888 1817.888 466.888 NC .878 .878 .858 .188 .388 .888 .888 qT 6.088 6988.888 9788.888 11888.888 14288.888 16388.888 5288.888 PROFILE SECTION J - SURVEY SECTION 18 START LAND DEVELOPEMENT FILL ON LEFT OVERBANK Xl 16488.888 24.888 1634.888 1722.888 838.888 658.888 758.888 .888 .888 X3 .888 .888 .88~ 1398.888 478.888 2146.888 478.~88 .888 .~ GR 485.588 1888.888 488.488 1188.888 473.988 1288.888 466.588 13~8.888 458.788 GR 455.388 1588.888 454.988 1688.888 457.188 1634.888 445.888 1665.888 442.788 GR 443.888 1788.888 457.288 1722.888 455.988 1888.888 455.688 1988.888 455.688 GE 456.188 2188.888 455.388 2116.888 465.488 2146.888 465.488 2151.888 454.888 GR 463.588 2288.888 465.888 2261.888 468.688 2388.888 469.288 2322.888 .888 458.788 459.588 QT 6.888 75~8.888 18588.888 11888.888 15188.888 X1 17688.888 14.888 1535.888 1618.888 1168.888 X3 .888 .888 .888 1148.888 478.888 GR 488.808 958.888 478.888 988.888 468.888 GR 457.588 1535.888 445.888 1561.888 445.888 GR 459.688 1718.8~8 468.888 1828.888 461.588 1 11/85/87 16:27:55 PAGE X1 179B8.888 28.888 1488.888 1598.888 688.888 268.888 388.888 .888 .888 .888 X3 .888 .888 .888 1898.~88 478.888 .888 .88~ .888 .888 .888 GE 478.888 1888.888 468.888 1838.888 466.888 1878.888 464.888 1188.888 462.888 1138.8~e C~ 468.888 1165.888 458.888 1285.888 458.888 1488.888 456.888 1495.888 454.888 1585.8~8 GR 452.888 1522.888 458.888 1538.888 446.188 1558.888 458.888 1578.888 458.8~8 1598.888 GR 468.888 1738.888 462.888 1745.888 468.888 1765.888 459.288 1778.888 478.888 2188.888 Xl 18158.888 17.888 1488.888 1558.888 X3 .888 .888 .888 1858.888 GR 468.888 1145.888 458.888 1228.888 GR 446.688 1518.888 45~.888 1558.888 GE 469.788 1685.888 478.888 1818.~88 1595.888 462.888 45~. 8~18 468.8Jl8 1495. 1668 Xl 18218.888 16.~8~ 149g.898 1545.888 68.8~8 65.~E~ 6~.~8g .8~E .~8~ .8~ X3 .8~ .8~8 .888 1858.~88 478.~88 .~ .8~ .~8~ .~ .~ GR 478.888 18~.88~ 468.888 1~3~.~8~ 466.8gE 1845.88~ 464.~88 1~85.~88 462.~E~ 1138.~B~ GR 46~.~88 115~.8~8 458.88~ 124~.88~ 458.888 1498.8~8 45~.88~ 1518.888 446.88~ 1525.88~ GR 458.888 1535.8~8 46~.~8~ 1545.8~ 468.~E 16~5.8~8 46~.8~ 165~.~8~ 469.858 1688.888 X1 X] GE GE GE 38.888 478.~88 466.888 458.888 469.988 X1 18328.888 X5 .888 GE 478.888 GE 468.888 6R 458.888 X1 18458.888 GR 478.888 GE 468.888 GR 458.888 GE 468.888 14.888 1518.888 1588.888 88.888 88.888 88.888 .888 · 888 .888 1852.888 478.888 .888 .888 .888 1888.888 468.888 1848.888 466.888 1862.888 464.888 1185.888 1195.888 468.888 1458.888 468.888 1518.888 458.888 1555.888 1568.888 468.888 1588.888 468.888 1678.888 478.888 1698.888 447.188 17.888 1465.888 .888 .888 1888.888 468.888 1518.888 488.888 1778.888 478.888 .888 .888 1148.888 1548.888 .888 1158.888 1542.888 .888 .888 .888 1178.888 1498.888 1738.888 .888 F PROFILE SECTION K - SURVEY END LAND DEVELOPEMENT FILL SECTION 11 ON LEFT OVERBAII( Xl 18588.888 48.888 4938.888 5825.888 58.888 58.888 58.888 .888 .888 .888 X~ .888 .888 .888 4553.888 478.888 .888 .888 .888 .888 .88~ GE 487.288 4858.888 484.588 4188.888 482.388 4158.888 479.388 4288.888 476.788 4258.888 GR 474.388 4388.888 472.488 4358.888 478.888 4488.888 469.388 4458.888 467.988 4588.888 GE 466.188 4558.888 464.388 4688.888 463.788 4658.888 463.288 4788.888 462.288 4758.888 GE 462.388 4888.888 462.388 4858.888 461.688 4988.888 461.688 4918.888 461.888 4928.888 GE 462.888 4938.888 458.588 4946.888 454.588 4968.888 458.888 4978.888 447.688 4983.888 GE 448.588 4998.888 451.588 5888.888 459.588 5828.888 461.888 5825.888 461.588 5858.888 GE 462.488 5188.888 462.388 5158.888 465.888 5288.888 468.588 5258.888 472.888 5288.888 I 11/85/87 16:27:55 PAGE 5 GR 472.988 5298.888 478.688 5298.888 475.128 5358.888 475.988 5388.888 479.388 PROFILE SECTION L - SURVEY SECTION 12 PRE-DEVELOPED BRIDGE -- FIS DATA ON f~tAR. 1979 MOORE ROAD -DOt. JNSTREN~I SIDE Xl 18578.888 27.888 1788.888 1828.888 78.888 BT 2.888 1788.888 467.188 464.~ 1828.~88 SR 461.288 1785.888 455.988 1731.888 449.788 GE 449.788 1743.888 447.788 1754.888 449.188 GE 464.888 1782.888 455.788 1782.888 456.888 GE 464.888 1828.888 467.188 1828.888 468.388 GE 473.788 2188.888 477.188 2288.888 .888 178ll. ~81~ 1743.888 1788.888 1618.888 MOORE ROAD - UPSTREN~ SIDE Xl 1B615.~8 19.~ 1~5~.~ 15~8.~8~ 15.~ 15.~ 15.B~ .~ .~ .~e~ GR 476.~ 1~.~8~ 47~.58~ le5~.B~ 464.5~ 11e~.~ 462,~B 115B.~e~ ~$2,~8~ 12e~.~8~ GE ~61.4e8 1258,~8~ 46~,5~ 13B~,8~e 459,7~ 155~,~ 458,$~ 1~9~.~ 447.7~ 14~$,~ GE 447.4~ 1428.~ 457.6~ 1444.~ 461.~ 15~.~ 462.7~ 155~.~ 464.~ 16~.~8~ GE 466,5~ 165~.~ 469.3~ 1695.~ 473.4~ 1741.~ 473.5~ 175~.~ .~ .~ X1 1865~.~8~ 32.~ 1885.B~ 186B.~ 35.~8~ 35.~B~ 55.~E~ .ES~ .7~E .~ GE 482.6~ 11~.~ 478.3~ 12~.~ 469.2~ 13~.~ 455.2~ 1372.~ 463.3~ 1376.~ GE 467.3~ 1384.~ 466.8~ 14~.~ 466.5~ 1416.~8~ 463.4~ 1434.~ 463.6~ 15~.~ GE 462.3~8 16~B.~8~ 461.6~8 17~.~ 462.4~8 18~5.~B~ 447.5~ 185~.~E~ 446.8~8 1841.B~ GE 448,1~ 1855.8~ 462.8~ 1868.~ 462.38~ 19~.~ 463.18~ 2~.~B~ 467.$~ 21~.~E GR 472.388 2153.~08 47~.2~ 2134.~ 472.7E~ 2148.8E~ 47~.7~E 2157.E~ 475.6~ 2185.E~E GE 476.48~ 22~.8~ 477.~ 2258.~ 478.2~ 225~.~8 ~78.$B~ 2284.~E 477.7~ 23~.~8~ GE 476.28~ 2321.8~8 47B.38~ 2349.~ .~8 .~ .~ .~ .~ .~ SECTION ADDED BY NOM ENGINEERS FRON COPPELL TOPO 1~/2~/87 Xl .1~ 2~.~ 465.~e 56~.B~ ~3~.~ 275.~8e 51~,eEB .E~E .~E .~E GR 478.~ .~ ~76.~ 1~.~ 474.~ 25.~ 472.~ 35.~ 47~.~ 65.~ GR 468.~ 88.~ 466.B~ 1~.~ 464.~B~ 12i).~ 464.~ 465.~B~ 46~.~E~ 48~.8E~ GE 45~.~8~ 5~.~ 449.~ 51~.~ 449.~ 52~.~ 45~.~ 53~.~ 46~.~ 55~.~ GE 462.~ 56~.B8~ 464.~ 625.~ 466.~8 655.~ 47~.B~ 695.~B~ 471.~ 715.~8~ I 11/~5/87 16:27:55 PACE SECTION ADDED BY NDI~ ENGINEERS FRON COPPELL TOPO ~6/27/87 Xl .2~ 2~.B9~ 319.~E~ 365.~8~ 29~.~ 265.~ 39E.E~E .~ .~ .Egg GE 478.~ .~ 476.~8~ 35.~ 474.~ 5~.~e~ ~72.~ 8~.B~ 47~.B~ 1~5.~ GE 468.~ 145.~ 466.~B 24~.~ 464.~ 31~.~ 46~.~B $2~.~E 45~.2~ 33~.~ GE 45~.2~ 34~.~ 46~.~ 355.~ 462.~ 355.~ 464.~E~ 385.~ 466.~ 725.~ GE 468.~eE 76~.eEe 47~.~ 78~.eEe 472.~ ?85.EEE 474.~E~ 8E2.eEE 475.~E~ 81E.eEE SECTION ADDED BY ~ ENGINEERS FROM COPPELL TOPO 1~/25/87 Xl .3~ 16.~ 315.eee 372.~ 41e.~ 28e.~ 45e.~e .~ .e~ .~ GR 476.~9 .~ 474.~e 1~.~ 472.~ee 35.~e~ 47~.~ 5B.B~e 468.B~ 1~.~ GR 466.~ 185.~ 464.~ 315.~ 46~.~ 33~.~ 451.~ 34~.~ 451.~ GR 46~.~ 362.~ 464.~ 372.~ 464.~ 475.~ 468.~ $1~.~ 47~.~ $22.~ PROFILE SECTION M - SURVEY SECTION 15 SECTION MODIFIED BY NON ENGINEERS BASED ON COPPELL TOPO ~16/27/87 X1 28548.888 19.888 1497.888 1598.888 378.888 358.888 GR 488.888 1828.888 478.888 1852.888 476.888 1874.888 GR 478.888 1168.888 468.888 1192.888 466.888 1258.888 GR 468.888 1515.888 452.888 1529.888 452.688 1552.888 GR 478.888 1688.888 478.888 1622.888 488.888 1628.888 QT 6.888 7588.888 18588.888 11888.888 15188.888 16188.888 SECTION ADDED BY NON ENGINEERS FROH COPPELL TOPO 86/27/87 548.888 474.888 466.888 468.888 488.588 11888.888 1188.888 1385.888 1575.888 1653.888 472.888 466.888 466.888 1134.888 1497.888 1598.888 Xl .588 19.888 458.888 582.888 515.888 415.888 435.888 6E 484.888 .888 482.888 25.888 488.888 55.888 478.888 GR 474.888 128.888 472.888 146.888 478.888 196.888 468.888 GE 474.888 628.888 488.888 658.888 482,888 665.888 484.888 SECTION ADDED BY NON ENGINEERS FRON COPPELL TOPO 18/23/87 Xl .688 12.888 578.888 455.888 388.888 368.888 398.888 .888 .888 .888 GR 468.888 395.888 455.888 485.888 455.888 415.888 468.888 435.888 478.888 455.888 SECTION ADDED BY AEI ENGINEERS FRON COPPELL TOPO 83/83/87 11/85/87 16:27:55 PADE 7 Xl 21698.888 19.888 1198.888 1255.888 188.888 588.888 325;888 .888 .888 .888 GR 482.888 1888.888 488.888 1828.888 478.888 1855.888 476.888 1888.888 474.888 1185.888 GE 472.888 1158.888 478.888 1198.888 468.888 1288.888 456.888 1285,888 455.988 1218.888 GR 456.888 1228.888 468.888 1238,888 478.888 1255.888 472.888 1395.888 474.888 1495.888 GR 476.888 1538.888 478.888 1555.888 488.888 1588.888 482.888 1618.888 .888 .888 ! QT 5.~88 7588.888 18588.888 11888.~88 15188.~88 16888.888 86/27/87 SECTION ADDED BY NON ENGINEERS FRC~I COPPELL TOPO SR 488.888 .888 478.888 9.888 476.888 12.888 474,888 GR 478.888 76.888 468.888 83.888 458.888 98.888 457.388 GR 468.888 112.888 478.888 146.888 472.888 178.888 474.888 GR 478.888 358.888 488.888 385.888 482.888 488.888 484.888 QT 6.888 7588.888 18588.888 11888.888 15188.888 16888.888 PROFILE SECTION N - SURVEY SECTION 14 11888.888 X1 226e~.e~ 16.eEe 1397.~ee 1447.~e~ 37e.ee~ 35E.E~ 38E.8Ee .~ .eEe .~E~ GR ~87.7~e leek. Bee ~85.2~ 11~.Ee~ ~78.6E~ 12EE.EeE 47~.3~8 1253.~ ~72.4ee 13Ee.eEe GR 473.~B 1397.BBB 458.6BB 1412.B~B ~59.BBB 1~25.~ ~61.5BB l~35.BBB 47~.7BB 1A47.BBB GE ~75.6~ 15~B.~B 479.3B~ 16BB.B~ ~85.1~ 17BB.BBB 49B.2BB 18BB.B~B ~97.3BB 19~B.~B GE 5~2.2~ 2~e~.~e~ .BBB .~BB .Bee .eBB .~eB .B~B .BBB .Bee SECTION ADDED BY NDH ENGINEERS FROH COPPELL TOPO ~6/27/87 Xl 2.BBB 21.BBB 1B8.~BB 173.B~B 51B.BBB 54B.BBB 57B.BBB .~BB .~BB .BBB GR 487.~ .BBB 486.BBB 18.B~ 484.BBB 33.~BB 482.BB~ 5B.BBB 48B.~BB 66.BBB GR 478.~B 78.88~ 476.BBB 95.BBB 474.BB~ 188.~BB 472.BBB 113.BBB 47B.B~B ll8.BBB GR 46B.~ 135.~BB 459.6~ 147.~B 46B.BBB 155.~BB 47B.BBB 167.BBB 472.B~B 173.~BB GR ~74.~B~ 188.~BB 476.B~B 225.B~B 478.BBB 295.~B 4SD.BBB $36.~B 49B.BBB 523.BBB SECTION ADDED BY AEI ENGINEERS FROH COPPELL TOPO ~3/~3/87 Xl 239BE.BED 12.8~ 1215.BBB 1385.8~B 75B.~BB 59B.EBB 73~.BBB .BB~ GR 488.BB~ 1B~B.~8B 482.eEB 1~25.~Be 48B.~ l~75.BBB ~78.BBE 1215.BBB GE 463.~B~ 1345.~BB ~63.BBB 1355.B~B 47B.BBB 137B.BBB 48B.~BB 1385.BBB GR 488.~8~ 14~5.~eB 49B.~ 144~.80~ .BB~ .~B~ .~B~ .~BB SECTION ADDED BY ~ ENGINEERS FROH COPPELL TOPO 86/27/B7 .BBB .BBB X1 3.BBB 19.BBB 146.BB~ 271.~BB 31~.BBB 4SD.BBB 4SS.BBB .BBB .~BB .BBB GR 489.~ .~ 488.~B 4.8B~ 486.BBB 14.BBB 484.BBB 42.BBB 482.B~B 62.BBB GR 48~.~B~ 12B.8~ 475.BBB 146.B~B 47B.BBB 172.~BB 464.3BB 181.BBB 464.3BB 196.~BB GR 47~.~ 215.~B 475.~B 271.B~ 48B.~ 326.BB~ 482.BB~ 347.B~B 484.BBB 37B.BBB GR 486.~ 391.~BB 488.BBB 418.B~ 49B.B~B 462.BBB 492.BBB 49~.~ .~B~ .~B I 11/~5/87 16~27:55 PAGE SECTION ADDED BY NDH ENGINEERS FROH COPPELL TOPO B6/27/B7 Xl 4.~ 19.~e~ 19e.88e 315.e~e 35~.8~e 54~.~e~ 56~.~E .~ .~eE .~e~ GR 4gl.BBB .BBB 49B.BBB 32.BBB 488,BBB 48.BBB 486.BBB 75.B1~ 484.Be8 125.e1~ GR 482.B~B 168.BBB 48B.BBB 19B.~BB 47B.BBB 218.B~B 465.7BB 228.B~B 465.7BB 24B.~BB SR 47~.~ 255.~ 488.BBE 315.~8~ 482.~ )25.~ ~84.B~ 45~.~ 486.e~ 525.~e QT 6.BBB 75BB.BBB 1BSBB.BBB lIBBY.BBB 15IDB.BBB 155BB.~BB SECTION ADDED BY NOH ENGINEERS FRON COPPELL TOPO B6/27/87 Xl 5.BBB 18.BBB 98.BB~ 2BB.BBB 13B.BBB 16B.BBB 145.BBB .BBB .BBB .BBB C~ 491.BB~ .BBB 49B.BBB 25.BBB 488.BB~ 4B.BBB 486.BBB 52.~BB 484.BBB 78.~BB GE 482.BBB 82.~B 4SD.BBB 98.BBB 47B.BBB 113.BBB 468.B~ 153.BBB 465.9BB 148.~B~ GR 465.9BB 158.BBB 47B.BBB 172.B~B 48B.BBB 2BB.~BB 482.BBB 3~B.~B 484.~BB 355.BBB Xl 2493B.~ 2~.~ 1312.~ 139~.~ 17~.~ 15E.~ 228.8E~ .888 .8E8 .888 6R 494.~ 18~8.8~8 492.~88 1~25.~8~ 498.8~8 1138.888 488.8~8 1148.888 486.888 1158.888 6R 484.~8 1168.~88 482.888 1188.~8 488.8~8 1288.8~8 472.888 1312.888 478.888 1548.~ 6R 466.4~8 1355.~88 466.488 1365.~8 47~.~ 1375.888 488.888 1398.~8 484.888 1418.~8~ GR 486.~ 1448.8~ 488.e~ 1498.88~ 498.888 155~.888 492.8~8 1588.888 494.8~8 1628.E88 SECTION ADDED BY NDR ENGINEERS FROH COPPELL TOPO 18/27/87 Xl 6.~88 15.8~8 184.888 263.888 58.8~8 95.88E 98.~88 .888 .~88 .888 ~R 491.8~8 .8~8 498.~88 35.8~8 484.888 65.888 482.888 98.88~ 488.888 178.~88 ~ 476.~8~ 184.~88 478.888 285.8~8 466.8~8 215.888 466.888 225.888 478.8~8 245.~8 6R 476.888 263.8~8 48~.~88 275.8~8 486.888 325,888 488.~88 375.8~8 498.~88 43~.888 NC .888 .888 .845 .88~ .888 .888 .888 .e~ X1 25885.8~8 16.~88 1537.~88 1627.888 45.88~ 85.888 88.888 .888 6R 498.8~8 1417.888 488.~88 1425.88~ 486.888 1437.888 484.88~ 1445.~8~ GE 48~.78~ 1537.~88 472,~8~ 1568.88~ 467.38~ 1564.888 467.1~8 1572.8~8 BR 478.4~8 159~.8~8 482.5~8 1627.888 482.48~ 1641.888 486.8~8 1758.888 GR 49~.~8~ 184~.8~ .~88 .888 .888 .888 .888 .888 X1 25135.~8 16.88~ 1534.~ 6R 492.8~8 1325.~88 498.~88 GR 481.8~8 1588.~ 481.4~8 GR 467.1~8 1584.~8 478.588 6R 486.8~8 1765.888 488.888 1 11/i~5/87 16:27:55 START CHANNEL IMPROVEMENT FOR DENTON TAP ROAD BRIDGE REPLACEHENT PRO~ Xl 25185.8~8 22.8~8 1128.88~ 1186.88~ 58.888 ~.888 58.888 SR 494.~88 91~.~8 492.888 1~88.~88 498.888 1~18.888 488.8~8 GR 484.888 1~58.~88 482.888 1878.888 488.888 1~8~.88~ 478.8~8 6R 467.68~ 1148.888 469.88~ 1166.~88 47~.888 1168.~88 475.88~ SR 481.¢8¢ 1196.888 482.888 1284.888 485.888 1286.8~8 484.888 GR 498.¢~8 1324.8¢8 494.¢88 13~5.888 .888 .888 .888 .88E 1437.888 1559.1~88 1623.1~8~1 · 88~ 1838.888 1128.888 1176.8~18 12~18. EBB .8E8 X1 25235.~88 21.888 1~7g.~88 1166.8~8 58.~8 58.888 58.888 .888 Xl 25288.E88 18.888 1E46.3E8 1153.88~ 55.888 25.8~8 45.88~ SR 494.8~8 928.888 492.888 18~8.e88 498.88~ 1~1E.E88 488.~ GR 484.~88 1843.388 482.288 1~46.3~8 468.288 1~61.788 467.488 GR 475.8~ 1141.888 48~.~88 1151.~8 481.888 1153.888 482.888 GR 485.~8 1214.888 498.888 1228.~8 494.888 12~9.8~8 .8~ 1178.888 483.888 467.288 484.888 467.888 485.188 486.8E~ 467.78~ 485.888 467.9~ 481.888 · 486.8E~ 469.888 484. 1588.888 1565.888 1788.888 1578.888 .888 PAGE 1135.888 1186.888 .888 1178.888 1265.888 .888 1174.888 Xl 25325.~elB 21.Bee le2$.elBlB 1175.eee 5lB.lBlBlB ~lB.lBlBlB GR 475.Bee 11B42.lB~E 471B.lBlB~ le5lB.elBe 467.ElBlB 1ess.21BlB GR 468.5~ 1E86.8~E 469.lBElB 1129.EE~ 47~.EEE 1131.EEE GR 481.~lBlB 1152.E~E 482.ElBlB 1168.~EE 484.EElB 11?3.ELBE GE 494.elB~ 1212.lBelB .~lBlB .e~ .lBlBlB .EEE 1188.EE~ .elBe Xl 25~75.e8~ 19.~EE 1EEE.EEE 1182.EB~ 5E.EBE 5E.EEB 5E.EElB .elBe .eBB .EEE GR 494.~lBB 88~.~lB~ 491.3BE l~e~.EEE 487.ElBE 1~17.E~B 485.E~E I~2E.E~B 4BE.BEE I~3E.EE~ GR 475.lBelB le~8.ElBlB 47~.ElBlB le47.~8~ 468.~eE 1ESlB.EElB 468.4ElB 1118.EElB 467.9EE 1121.7~E Xl 25421.BEE 11.ELBE 11E~.Ee~ 131B5.ee~ 84.lBlBlB llB.ElBlB 46.ElBlB .IBEIB GR 495.EElB ieee.Bee 495.EElB 11~lB.lBeE 489.43lB 111BlB.ElBE 468.5lBe 1147.EeE GR 468.5lB~ 12~5.eelB 481.62E 1263.lBelB 482.EE~ 1282.~ElB 491.75lB 13ES.EElB GE 495.eelB 14lBO.BiBle .elBe .lBeE .EBIB .EEE .BElB .EEE .EEIB 119E.EEE 13E5 .elBe PROPOSED DENTON TAP ROAD BRIDGE - DOI~TREA~ SIDE Xl 25422.eelB le. EElB llElB.lBE~ 13ES.elB~ 1.BEIB 1.EEE 1.EBE .EEE .EEE .EEE BT -4.BEE ll~IB.EIBB 495.EEE 49E.53E 117B.BBE 495.EEE 49B.57B 1255.BEE 495.EEE 49E.47E BT .EEE 131B5.ElBE ~95.EElB 491.75E .ieee .El~ .EEE .eBB .E~ .Bee GR 495.EEB I~BB.gEE 495.BEE llEg.BE~ 489.43E llBB.BEB 468.5EE 1147.EBB 468.3EE 1167.5BE GR 491.75lB 13leS.BOle 495.lBlBlB 13ES.lBlBlB 495.elBlB 14ElB.EE8 .EEE .ELBE .EBB .EEE 1 11/e5/87 16:27:55 PAGE PROPOSED DENTON TAP ROAD BRIDGE - UPSTREAM SIDE X1 25542.EBB 18.BEE llEE.EEE 1385.EEE BT -4.eBB ll~E.lBEE 495.EEB 49E.lB3~ BT .~EB ISES.BBB 495.BBB 491.758 GE 495.lBlBlB l~lBE.lBlBE 495.ElBlB 11EE.ElBlB GR 49E,32B 1167,5EB 49B,~2~ 117E,~EE eR ~9s.eelB ~4~lB.delB .elBe .elBlB .lBlBE .CEE .BEE .BEE .EEE .EBE Xl 25568.~EE 18.~EE llB2E.EEE 1155.lB~E 5.EEE 75.EEB 25.EBB .elBe .EEE .IBEB GR ~95.~lBE 1EEE.~EB 49E.EEE I~IE.EE~ 485.EEE 1E2B.EEE 48E.EEB 1ESE.BBE 475.EEB 1E4E.EEB GE 47e.888 le5~.~B 468.98E l~7E.~EE 469.E88 1E76.EEB 469.E88 1883.BB~ 47E.EEE 1119.BBB GE 475.~88 1128.8~8 488,888 1136.888 481.888 1138.888 482,888 1149.888 485.~88 1155.888 6R 486.~8~ 1158.88~ 498.~8 128~.8~ 492.8~8 1318.888 .ed .8~8 .8~ .88~ NC .d~ .888 .~88 .ld Xl 25618.888 16.88~ 1822.~8~ 1151.~d GE 495.888 l~.~d 498.~88 1812.888 GR 478.888 1~52,d8 469.588 1868.888 GR 481.888 1136.888 462.888 1144.88~ GE 492.888 127d.d8 .888 .888 485.888 478.888 58.888 1822.888 1117.88~ 1151.d8 58.888 475.d8 486.888 1832.888 1126.888 1154.Bd 475.888 1842.Bd 1134.Bd 1225.888 Xl 25668.888 27.dB GE 495.888 GE 485.d8 1858.888 482.888 GE 478.88d 1878.8~8 477.888 GE 469.188 1896.888 469.488 GR 488.888 1178.d8 481.888 GR 498.888 1168,d8 1252.dB 1367.dd 58.888 1125.888 1166.888 1289.888 1249.888 1277.8d X1 25714.888 17.dd 1218.888 1386.888 eR 494.888 958.888 492.888 l~d.8d GR 484.288 1235,dB 484.Bd 1248.d8 GR 478.888 1551.888 475.888 1359.8d GR 498.888 1488.888 492.888 1498.888 46 .BBB 488.888 488.BBB 485.dd 48.888 488.888 478.dd 477.888 481.d8 488.888 1188.8d 1293.8d 1388.dd .de .888 1136.888 1171.888 1214.dB 1256.dd 1279.dB 45.888 479.8d 469.2d 478.888 488.888 ×1 25754.~8 27.d8 1154.888 6R 49~.8~ 18~8.888 485.888 GE 481.8d 1154.888 488.888 GR 47~.d88 1185.888 469.1~8 GR 488.8d8 1242.888 479.888 GR 478.888 1273.888 479.888 GR 486,888 1288,8~8 498,8d 1 11/85/87 16:27:55 NC .888 .Sd .845 .Sd .de .dB .dB QT 5.888 76d.d8 186d.dd 119d.d8 151d.Bd 14Sd.dB8 .EBB X1 25828.888 17.888 1245.888 1291.888 55.888 72.dd 66.dd .adb X5 .888 .de .888 .ed .Bee 1498.Bd 495.8d8 GR 498.4dd 1888.888 484.888 1165.888 483.8d 1182.dd 48d.ed 1245.dB GR 468.588 1258.888 468.488 1275.ddd 481.888 1291.888 481.888 1576.888 GR 488.dd 1484.888 486.888 1485.888 487.dd 15d.88d 488.888 1525.8d GR 49~.~8 1578.~8d 491.~8 1585.~88 .888 .888 .88~ 1~9~.~ 12d.d8 1385.888 .dB 495.888 478.2~8 489.888 486.dd 478.8d 486.dd .888 481.8d 477.Bd 477.d8 482.d8 .888 · dd · 888 .dd 488.888 489·8d .888 485.88e 481.888 Xl 26178.888 17.dB 1845.888 1898.888 45d.888 258.888 X3 .~8 .d~d .8~B .888 .Sd 1275.888 GR 491.8~8 1~8.~88 488.888 1~45.8~ 478.288 C~ 484.888 1128.~8 485.888 1168.8~ 482.888 1185.8~8 GR 482.888 124d.edd 483.888 1255.dd 488.888 1275.888 SE 491.dd 1438.dd 492.da 1458.aaa .aaa .aaa 13a6. ~Id 1386. ~ld · aaa 1141 1173.da 123~.888 1268. 1281 PAGE 11 .aaa .aBE JaB 1255.da 1419.ad 1555.ad 1225.888 1485.ad .Ed 11 Xl 26558.da 18.ad la4a.aBa 1148.ad 5aB.ed 35B.da 3aB.da .aBE .ad .ad 6R 495.588 led.da 492.688 lala.aaa 485.688 la2B.da 485.da la/.~.ad 4aa.ad 1865.dB SR 486.383 1148.838 487.383 1153.383 488.SSS 1188.SSS 489.833 1215.SSS 49S.SSS 1255.SSS GR 491.S88 13SS.SSS 492.SSS 1345.SSS 493.8SS 1398.SSS .SSS .SSS .SSS .SS8 PROFILE SECTION Q - SURVEY SECTION 17 CHANNEL IMPROVEMENT Xl 2688S.88S 23.SSS 175S.SIlS 1826.8SS )$S.SSS 3SS.ilSil 33S.ililS .SS8 .Silil .ililil X3 .SSS .SSS .838 .SSS .SSS 1BBS.SSS 495.SSS .SSS .SilE .SSS GR 588.633 1533.888 537.4ilS 1538.833 537.233 1528.i183 534.138 1683.833 531.833 1628.ilSil GR 495.533 1788.SSS 484.833 1753.SSS 473.838 1762.ililil 472.93il 1777.SSS 479.SSS 18SIl. SSS GR 497.28S 23SS.SSS 5SS.2SS 24SS.SSIl 5S4.1il8 25SS.SSS .SSS .SSil .SSS .SSil NC .S65 .STS .S45 .ESS .SSS .ESS .SSS .SSS QT 5.SSS 67SS.SSS 94SS.SSS 185SS.SSS 13488.88S 113SS.SI18 .SilS .SS8 X1 27858.888 12.S88 1823.SSS lS78.SSS 185.SS8 118.SSS 165.SSS .SS8 X3 .eSS .SSS .ESS .eSS .ESS 118S.SSS 495.SSS .eSS GR 493.38S 18SS.SS8 487.SSS 1~23.SS8 ~73.SSS 1S24.SSS 473.8S8 1845.SSS GR 486.98~ 1878.~88 487.3SS 11S4.SSS 487.688 1116.SSS 489.98S 1164.8ilil GE 493.8~8 1354.~S 494.5S8 1464.8SS .ESS .SSS .eSil .SSS PROFILE SECTION R - SURVEY SECTION 17A END OF CHANNEL IMPROVEMENT FOR DNTON TAP ROAD BRIDGE REPLACEMENT PROJ Xl 27483.~83 32.S~S X3 .SSS .SSS C-R 5S9.5S8 1SSS.SSS GR 495.1SS 1422.SSS GR 491.688 1713.888 I 11/S5/87 16:27:55 · SilS .eSS .SilS · SSS 48~1.3SS 491.7SS · SSS · S~IS 497. SS~I 491.5SS 493. ~ISS PAGE 12 C-R 493.2~8 1926.888 476.633 1955.833 474.633 1963.SSS 473.933 1965.383 474.433 lg7S.Sil8 GR 477.738 1978.383 479.333 1988.SSS 487.433 1992.SSS 489.233 2SilS.88il 495.2ilS 2326.383 GR 499.1S8 21SS.SSS 499.SSS 22ilS.SSS 582.2S8 2388.8SS 5S4.SSS 24SS.SS8 5il6.2il8 25SS.SS8 GR 536.833 26SS.SSS 538.4ilS 27SS.~SS .SS8 .ililil .SSS .SilS .SSS .ifil8 EXISTIN6 BETHEL ROAD BRIDGE Xl 27548.888 32.888 lg5il.ilil8 2878.ilSS 14il.SSS 14S.ililS 148.S8il .ilSE BR 494.888 1588.SSS 492.78il 16S8.888 492.7SS 17SS.SSS 4g2.gsil 1731.ilSil GR 496.SSS 19SS.Si18 496.4SS 1918.SSS 496.8ilil 19SS.SSS 491.7ils lgsil.ilSil 8R 484.388 1992.888 48S.6S8 1994.8S8 477.8SS 2SS2.SSS 475JSS 2828.SS8 12 14ifil. ilSil 2S27.ilSil 2il78. SSS 25ilS. 8SS SB 1.85S 2.342 2.5SS .SSS 17.SS~ 4.~SE 1279.158 Xl 2757~.~S~ ,~S~ .S~S .SSS 3~.S~S 3~.SSS 3S.SSS X2 .ESS .SSS 1.ESS 498.5~S 496.8SS .SSS .SSS X3 lS.ESS ,~ES .SSS .see .ese .E~s .sss BT 2.S~S 19SS.SSS 496.8ES 495.~SS 2~78.EeS 499.4SS 498.5ES NC .E65 .E7S .S45 .1ES Xl 2762~.~ES 32.ESS 1926.SSS 1992.e~S GR 5~9.5~ l~SS,88S 5~6.7S~ 11~e. EES GE 495.1SS 1422.~ES 492.3SS 1443.SSS GR 491.6SS 1713.~ 492.2SS 1731.SSS GE 493.2~ 1926.S~S 476.6S~ 1955.~ES GR 477,7~ 1978.E~ 479.3S~ 1988.8~ GE 499.1ES 210~.~S~ 499.S~S 22SS.SSS GR 5~6.8~ 26eS.E~8 588.4~e 27~S.E~S 487.4E~ .SSS 1746.S~S 498.88S 489.~E 473.9SS .ass .SSS NC .~65 .~65 .S45 .1SS .3SS .SSS .S~S .S~S Xl 3S13S.SSS 2S.SSS 2leS.SSS 2222.SSS 16SS.~SS 2SSS.SSS 251S.SSS .SSS GE 512.8SS 150~.S~E 513.SSS 16S~.ESS 512.1~S 17SS.SSS 51~.SSS 18SS.S~S GE 5~1.8SS 2~S~.SSS 5~.8~S 2S66.S~S 495.788 21~.SES 492.4SS 218E.SSS GE 483.8~S 22S7.SE~ 484.8~S 2212.S~S 5S2.SSS 2222.~S~ 5S4.4~S 23SS.SSS SR 518.9eS 25~e,e~e 511.4ss 26Es,~s 512,2~E 27ss.sss 512,5Es 28~s,~s~ 516.588 514.6~S 494.1~S 487.288 514.588 .see · SSS 516.21~S 514.2~E 492.5SS 486.8SS 494.5SS 513.4SS 514,7SS NC .~S~ .E~S .SSS .3eS Xl 3~189.SSS 42.E~S 2138.SSS 2263.8S8 GR 517.3~ I~S.~ES 516.gSS 11~S.SE~ GR 515.3ES 15SS.SS~ 515.SSS 16~S.S~B GR 513.4~S 2EES.~E~ 513.2~E 21~.~ GR 5~2.ES8 2154.~ 494.1SS 2166.SSS GR 491.58S 2181.88S 487.2SS 2194.~SS GR 487.1SS 2221.SSS 487.188 2222.SSS GE 5S~.2SS 2249.ESS 5ST.2SS 226S.SSS GR 51~.SSe 258S.S8S 514.48S 26SS.SSS GE 515.48S 38SS.SSS 515.6SS $18S.SSS 1 11/E5/87 16:27:55 . SSS . SSS 18SS.See 2138 .SIlS 2173.ES~1 27..~7 .S~IS 2255. ~ 226]. 8~ 28~. ~ .ese 497.E~S 491.5~S 474.4~S 495.2SS -.1SS 484.5~S 513.1ES 515.8SE 513.78S 583. gl~S 491. 486. 513.7SS 515. .SSS .SSS .SSS . SSS . SSS lgSE. El~E 2153 .SSS 22~18. S~IS 2248. Sl$~I 29SS. SSS PA(~ 13 EXISTING STL. & SI, I. R.R. BRIDGE Xl 3e19E.EeE 58.EE8 2138.ee8 2263.E~E 1.~EE 1.SE~ 1.E~E .ESE .SSS .ESS BT 2.S~E 2138.SEe 513.3~E 51E.2EE 22DS.ESE 513.4E~ 51~.~1E .ESE .ES8 .BEE GE 515.388 15SS.S~S 515.SSS ISSS.S~S 514.6SS GR 513.48e 2~ee.Se8 513,2E~ 2lee.ESe 513.3SS 2138,SSS 51S.2SS 2138,SE~ 5~$.g~ 21S$.~ GR 51S,4~8 2153.SS~ 51~,4Ee 2154,ese 5E2.8~ 2154,ese 494.1es 2166,Ee~ 51~,4E~ 2166.su SR 51S,4SS 2167,SSS 494,1SS 2167,SSS 492,588 2173,8~e 491,5SB GR 51S,4SS 2181,SSS 491,5SS 2181,SSS 487,2SS 2194.SSS 51E.4SS 2194.SSS 51~.4~e 2195.SE~ GR 487,2SS 2195,~SS 486,888 22ST,SSS 51~,4SS GR 487.188 2221.SSS 51S,4ES 2221.888 51S.4ES 13 GR 51~.488 2249.888 588.288 2249.888 587.288 GE 51~.788 2~88.888 514.888 2588.888 514.488 GR 515.188 2988.888 515.488 3888.888 515.688 Xl 38281.888 42.888 2138.888 2263.888 1.888 1.888 1.888 .888 .888 GE 517.388 1888.888 516.988 1188.888 516.588 1288.888 516.288 1388.888 515.888 GE 515.388 1588.888 515.888 1688.888 514.688 1788.888 514.288 1888.888 513.788 GR 513.488 2888.888 513.288 2188.888 513.388 2138.888 518.288 2138.888 583.988 GR 582.888 2154.888 494..188 2166.888 494.188 2167.888 492.588 2175.888 4.91.588 SR 491.588 2181.888 487.288 2194.888 487.288 2195.888 486.888 2287.888 4.86.888 ~ 487.188 2221.888 487.188 2222.888 494.588 2234..888 494.588 2235.888 588.288 GE 588.288 2249.888 587.288 2288.888 518.488 2263.888 513.488 2263.888 513.788 ~ 514.888 2588.888 514.488 2688.888 514.588 2788.888 514.788 2888.888 515.188 ~ 515.488 3888.888 515.688 3188.888 .888 .888 .SU .888 .888 NC .888 .888 .888 Xl 38258.888 28.888 2188.888 GR 512.888 1588.888 513.888 GR 581.888 2888.888 588.888 GR 483.888 2287.888 484.888 GR 518.988 2588.888 511.488 49.888 512.188 495.788 582.888 512.288 49.888 1788.888 2188.888 2222.888 2788.888 49.888 518.888 4.92.4.88 584.. 488 512.588 1888.888 2188.888 2388.888 2888.888 .888 .888 586.388 484.588 587.188 513.188 1988 2288 24.88 2988.888 Xl 31318.888 19.888 1863.888 1928.888 758.888 588.888 1868.888 .888 -.4ffff GE 515.388 1888.888 515.388 1188.888 512.888 1288.888 587.588 14~8.888 586.588 GR 584.788 1688.888 584.788 1788.888 581.888 1766.888 497.388 1888.888 491.188 GR 488.288 1869.888 468.388 1876.888 589.688 1928.888 511.488 2888.888 513.288 GR 514.888 2288.888 515.888 2388,888 516.488 2488.888 516.888 2588.888 .Sffff 11788.888 178.888 1288.888 1788.888 1829.888 1889.888 18588.888 1915.888 1188.888 1688.888 1826.888 1887.888 178.888 · 888 512.988 589.188 488.788 585.688 NC .888 .888 QT 5.888 6788.888 Xl 31488.888 29.888 X3 18.888 .888 GR 517.388 1888.888 GR 588.588 1588.888 GE 495.288 1816.888 GR 491.188 1884,888 I 11/85/87 16~27~55 .888 .888 586.188 1388.888 1795.888 1845.888 1913,888 13488.888 178.888 .888 515.388 588.488 493.388 494,688 586.188 585.988 9488.888 1795.888 516.788 588.188 493.388 491,188 1488.888 1797.888 1849.888 1915.888 PAC~ 14 GR 589.188 1915.888 511.188 2888.888 513.188 2188.888 514.988 2288.888 516.188 GE 516.6~ 24~.~ 517.1~ 25~.8~8 517.1~ 26~.~8~ 516.8~ 27ffff.81~ .8~ S8 1.858 2.118 2.588 .888 64.788 6.888 1381.988 1.843 491.188 491.188 Xl 31588,888 .8~ .~ .~ 2~.~8~ 2.E.~ 2~.~ .~ .~E~ .~ X2 .888 .8~8 1.888 586.188 589.188 ,888 .888 .888 .888 .8~E X5 18.888 .888 .888 .888 .888 .888 .888 586.188 586.188 .888 BT 2.888 1795,888 5~9.188 586.188 1915.888 589.188 586.188 .888 .888 .888 Xl 31758.888 18.888 1888.888 1268.888 258.888 258.888 258.888 GE 589.688 1888.888 492.748 1871.888 492.348 1158.888 4.98.548 1158.888 14. 748 .888 .888 1173.888 Xl ~274~.~ 1~.~8 1~8.B~ 1295.5~ 99e.~ 99~.~8~ 6R 511.47~ 1~.~ 495.57~ 1~67.~ 493.77~ 1~89.~ 6R 493.27~ 1128.~ 493.~7~ 1132.~ 493.17~ 1137.~ SR 51~.37~ 1272.5~ 511.17~ 1286.5~ 512.67~ 1293.5~ QT 5.~ 75~.~8 1~8~8.8~e 112~e.~8 142~.~ 117~.~ Xl 3433~.~ 52.~ 1~.~ 1329.~ 285.~ 285.~ BT 2.~ 1~8~.~ 518.8~ 515.~ 132~.~ 517.8~ ~R 518.23~ l~e~.~e~ 51~.47~ 1~32.~ 515.8~ 1~32.~ ~R 5~2.~78 6R 498.678 GE 498.878 1117.~B~ 499.478 1125.E~ 58~.35~ 1131.~B~ GE 5~8.46~ 1132.~ 5~E.57~ 1135.ESE 499.58~ 116~.~ GE 499.53~ 1165.~ 499.178 1176.~ 498.~7~ 1187.~ GR 515.~ 1197.~g 515.~ 1198.gg~ 49g.77g 1198.g~ GR 5~2.$~ 123~.~ 515.~g~ 125~.~g~ 515.ggg 1251.~ GR 515.~8 1263.g~ 515.~ 1264.~ 5~2.52~ 1264.~ GR 514.9g~ 1296.~gg 514.9g~ 1297.~8 51~.~4~ 1297.~g GE 514.8g~ 1~29.g~8 517.85~ l~$4.g~g .~ .~g~ Xl 3487e.~8~ 1~.E8~ 1~8e.~8~ GR 519.258 1~.~ 5~1.96B GE 5~1.76~ 1166.~ 5~2.76~ 1332.E~e 53~.e~ 53~.~E~ 1E66.EeE 5E2.36~ 1144.EEe 1175.~E 5~2.~6~ 1262.~ Xl 35458.8~8 13.B~e I~E2.eE~ 13E2.EEe 58E.E~E 58E.E~E BT 2.~ I~E.E~ 521.5~ 515.8~ 13E2.~E~ 52~.3~E C_~ 521.5~ 1~.~ 515.8~ I~E.~ 514.2B~ 18E2.~E~ GE 5~3.1e8 1e75.eE~ 5~E.geE 115E.E~E 5es.3eE 1225.~ r..R 512.8eE 13E~.~ee 514.1ee 13E2.eeE 52E.3ee 1~2.E~ I 11/e5/87 16:27:55 99~.8~ .~Se .~ .8~e 495.57~ 11~6.~ 495.77~ 1117.~ 494.37~ 1157.~ 493.67~ 12~3.~ 515.E~E 1E33.EeE 51E.23E 1~33.E~ 5~2.35~ 1~66.E~1 499.17E 1E92.ESE 515.~ 1~99.~ 498.69E 1~99.~8 515.~8E 1151.E~ 515.~ 1132.E~E 515.e~ 1154.EEE 515.EEE 1165.EE~ ~99.17e 1194.~8 499.$2e 1197.EE~ 5~.37~ 12~2.~E~ 5~2.27~ 1225.~ 5~2.31~ 1231.~e 5~2.52~ 1263.~e 5~2.578 1271.8~8 589.75~ 1296.~ 514.63~ 1515.~ 515.538 1526.~ 5~1.76E l148.E~E 5~1.26E 1158.8~E 518.85~ 1316.~E~ 52~.25~ 1332.~E~ PAP, aE 15 11/85/87 16:27:55 PAGE 16 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 81,82,85,84,85,86 MODIFICATION - 58,51,52,55,54,55,56 IBM-PC-XT VERSION THIS RUN EXECUTED 11/B5/87 16:29:54 T1 T2 T3 J1 ICHEC~ J2 NPROF 2.888 I 11/85/B7 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 58 YEAR DISCHARGE OCT 1987 EXTENDED FLOOD INSURANCE STUDY ( 547~2 -- GREXT ) GRAPEVINE CREEK INQ NINV IPLOT PRFVS .~8 -1.e~e IDIR STRT XSECV XSECH .~8 16:27:55 METRIC HVINS Q WSEL FQ FN ALLDC IBW CHNIM ITRACE PAGE 17 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 81.82.83.84.85.86 MODIFICATION - 5B.51.52.53.54.55.56 IBM-PC-XT VERSION T1 T2 TS GRAPEVINE CREEK J1 ICHECK INQ NINV J2 NPROF IPLOT PRFVS 3.~8~ .888 -1.~ GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 18~ YEAR DISCHARGE EXTENDED FLOOD INSURANCE STUDY I 11/e5/87 16:27:55 ( 547~2 -- GREXT ) IDIR STRT XSECV XSECH OCT 1987 NETRIC HVINS Q WSEL FQ .~e .e e. 457.86~ .~E FN ALLDC IBM CHNIM ITRACE THIS RUN EXECUTED 11/~5/87 16:3~:56 PAGE 18 16 HEC2 RELEASE DATED NOV 76 UPDATED NAY 1984 ERROR CORR - ~1,82,~3,84,85,86 HOOIFICATION - 58.51,52.53.54,55,56 IBM-PC-XT VERSION THIS RUN EXECUTED 11/85/87 16:31:58 T1 T2 TS GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 588 YEAR DISCHARGE EXTENDED FLOOD INSURANCE STUDY OCT 1987 GRAPEVINE CREEK ( 54782 -- GREXT ) Jl ICHECK INQ NINV IDIR STRT METRIC HVINS J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC 1 11/85/87 16:27:55 Q WSEL FQ 8. 458.758 .888 IBW CHNIH ITEACE PAGE 19 HEC2 RELEASE DATED NOV 76 UPDATED NAY 1984 ERROR CORR - 81,82,83,84,85,86 MOOIFICATION - 58,51,52,53,54,55,56 IBM-PC-XT VERSION THIS RUN EXECUTED 11/85/87 16:33:84 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUNBER INDICATES HESSAGE IN SU~Y OF ERRORS LIST GRAPEVINE CREEK SUt'~IARY PRINTOUT TABLE SECNO XLCH ELTRD ELLC ELRIN Q 15358.888 15358.888 15358.888 15358.888 CNSEL CRIWS EG 18K#S VCH AREA .81K 441.38 6988.88 456.38 441.38 9788.88 457.45 441.38 11888.88 457.86 441.38 14288.88 458.75 457.84 31.29 7.52 1557.78 1255.56 458.14 32.75 8.19 2141.41 1694.86 458.56 33.36 8.45 2389.78 1984.55 459.47 34.26 8.97 2964.58 2425.88 15448.888 15448.888 15478.888 15478.888 15528.888 15528.888 15528.888 15688.888 15688.888 15688.888 15688.888 15618.888 15618.888 15618.888 15618.888 15638.888 15638.888 15638.888 11/85/87 98.88 98.88 98.88 98.88 38.88 38.88 38.88 38.88 58,88 58,88 58,88 58.88 18.88 18.88 18.88 18.88 28.88 28.88 28.88 28.88 18:27:55 468.58 468.58 468.58 468.58 461.78 461.78 461.78 461.78 439.78 6988.88 457.86 439.78 9788.88 458.81 439.78 11888.88 458.35 439.78 14288.88 458.88 459.88 439.78 6988.88 457.88 459.88 439.78 9788.88 458.85 459.88 439.78 11888.88 458.48 459.88 439.78 14288.88 468.27 441.58 6988.88 456.93 441.38 9788.88 457.92 441.38 11888.88 458.38 441.38 14288.88 468.63 441.68 6988.88 457.51 441.68 9788.88 456.46 441.68 11888.88 458.78 441.68 14288.88 468.55 459.48 459.48 459.46 459.48 441.68 6988.88 457.55 441.68 9788.88 456.54 441.68 11~88.88 464.88 441.68 14286.88 462.52 441.78 6988.88 457.56 441.78 9788.88 456.57 441.78 11888.88 46~.87 441.78 14288.88 462.73 .88 .88 .88 .88 .88 .88 .88 .88 457.35 458.47 458.98 459.98 457.35 458.58 456.95 468.95 457.64 456.82 459.26 461.18 457.68 459.89 459.54 461.51 457.91 459.15 468.62 463.26 457.94 459.19 468.66 463.32 8.16 12.62 14.91 28.81 8.12 12.49 14.72 15.67 25.78 31.45 33.58 17.85 12.85 18.32 21.76 23.95 11.93 18.81 16.24 15.98 18.31 15.19 13.E6 11.28 4.16 1657.81 2415.68 5.48 1796.37 2731.83 5.96 1845.63 2848.79 7.27 1953.84 3113.81 4.16 1668.89 2421.66 5.36 1882.29 2745.18 5.94 1653.29 2867.26 6.65 2222.69 3564.55 7.89 1358.51 1359.89 8.38 1898.26 1729.64 8.76 2127.15 1896.17 7.88 4868.63 3438.96 4.87 1415.73 1988.99 6.38 1539.93 2266.15 6.96 1579.58 2357.11 7.86 18~7.12 2981.64 4.86 1428.81 1997.47 6.26 1548.58 2265.75 6.33 1756.75 2729.57 6.89 2873.93 3568.65 5.16 1542.23 2148.88 6.58 1729.27 2486.87 6.53 2818.59 3844.23 6.75 2794.44 4226.38 PA6E 28 SECNO XLCH ELTRD ELLC ELMIN Q Ct, EEL CRZWS E6 I~K,X.S VCH AREA .81K 18.88 18.88 18.88 18.88 441.78 6988.88 457.68 441.78 9788.88 458.63 441.78 11888.88 468.12 441.78 14288.88 462.77 15648.888 15648.888 15648.888 15648.888 15658.888 15658.888 15658.888 15658.888 15668.888 15668.88~ 15668.888 15668,888 15688.888 15688.888 15688.888 15688.888 457.96 459.21 468.68 463.34 457.97 459.22 468.69 463.35 458.82 459.3~ 468.76 463.42 458.86 459.36 468.62 463.47 18.88 18.88 18.88 18.88 · 88 441.78 6988.88 457.61 · 88 441.76 9788.88 458.65 · 88 441.78 11888.88 468.13 .~ 441.78 14286.88 462.76 441.78 6988.88 457.53 441.78 97~8.88 458.52 441.7~ 11888.88 468.81 441.78 14288.88 462.66 44~.73 6988.88 457.69 441.73 9788.88 458.81 441.73 11688.88 468.38 441.73 14288.88 462.95 18 18.88 18.88 9.56 14.86 12.28 18.66 9.53 14.88 12.16 18.65 13.88 19.47 16.83 14.61 16.47 22.35 18.84 13.33 .88 .88 28.88 28.88 28.88 28.88 4.98 1581.51 2232.81 6.36 1766.16 2567.35 6.34 2849.29 3149.22 6.68 2827.26 4344.71 4.98 1583.25 2235.26 6.35 1778.64 2592,57 6.:~, 2~51.73 3164.24 6.59 2833.26 4358.91 5.84 1373.68 1987.74 7.46 1531.26 2198.29 7.43 1783.77 2681.28 7.69 2476.27 3714.44 4.83 1427.89 1788.46 5.97 1625.12 2951.64 5.79 19~1.46 2589.64 5.81 2727.61 3889.78 1573~.~ 1573~.~ 1573~.~ 1573~.~ 16488.888 16488.888 16488.888 17688.888 17688.888 17688.888 17688.888 17988.888 17988.888 17988.888 17988.888 18158.888 18158.888 18158.888 18158.888 18218.888 18218.888 18218.888 18218.888 11/85/87 58.88 58.88 758.88 758.88 758.88 758.88 1128.88 1128.88 1128.88 1128.88 178.88 178.88 178.88 178.88 68.88 68.88 68.88 68.88 16:27:55 .88 441.75 6988.88 457.88 .88 458.14 441.75 9788.88 458.98 .88 459.48 441.75 11888.88 468.45 .88 468.82 441.75 14288.88 463.89 .88 463.54 442.78 6988.88 458.92 .88 459.14 442.78 9788.88 468.33 .88 468.53 442.78 11888.88 461.55 .88 461.78 442.78 14288.88 463.96 .88 464.88 445.88 7588.88 468.41 .88 461.36 445.88 18588.88 /+61.68 .88 462.51 445.88 11888.88 462.53 .88 463.16 445.88 15188.88 464.68 .88 464.97 446.18 7588.88 461.96 .88 462.12 446.18 18588.88 463.89 .88 463.29 446.18 11888.88 463.64 .88 463.84 446.18 15188.88 465.25 .88 465.45 446.68 7588.88 462.86 .88 462.39 446.68 18588.88 463.21 .88 463.57 446.68 11888.88 463.75 .88 464.11 446.68 15188.88 465.35 .88 465.67 446.88 7588.88 462.16 .88 462.52 446.88 18588.88 463.32 .88 463.78 446.88 11888.88 463.86 .88 484.23 446.88 15188.88 465.44 .88 465.76 17.39 22.82 17.87 12.17 18.43 9.39 6.74 4.38 35.88 32.43 24.97 14.45 9.81 18.55 18.25 8.46 17.74 18.57 17.89 14.43 23.33 23.19 22.84 17.43 4.67 1476.34 1654.75 5.67 1718.31 2867.88 5.46 2814.74 2662.83 5.42 2952.39 4869.91 4.53 2755.42 2137.82 4.66 3798.88 3165.61 4.21 4696.66 4235.98 3.78 6584.88 6787.29 8.25 1382.45 1252.84 8.44 2278.88 1843.73 7.75 2898.64 2361.26 6.51 4413.41 3971.98 3.65 2841.62 2394.78 4.14 3539.78 3233.33 4.24 3888.97 3685.76 4.28 4951.26 5198.5~ 5.78 2298.19 1788.58 6.33 2929.18 2436.58 6.4~ 3244.67 2789.96 6.24 4285.28 3975.82 6.48 2157.83 1552.63 6.84 2791.37 2188.43 6.87 3899.41 2513.28 6.62 4827.77 3617.85 PASE 21 5ECNO 18248.888 18248.888 18248.888 18248.888 XLCH ELTRD ELLC ELMIN Q Ct4SEL CRII4S EG I~KaS VCH AREA .81K 446.98 7588.88 461.79 .88 462.84 446.98 18588.88 463.86 .88 463.95 446.98 11888.88 463.65 .88 464.45 446.98 151~.88 465.32 .~ 465.91 18328.888 18328.888 18328.888 18458.8~8 18458.888 18588.888 58.88 .88 .88 18588.888 58.88 .88 .88 18588.888 58.88 .88 .88 447.18 7588.88 462.66 .88 463.21 447.18 18588.88 463.71 .88 464.28 447.18 11888.88 464.28 .88 464.76 447.18 15188.~8 465.66 .88 466.13 447.5~ 75~B.B~ 465.~1 .~ 463.6~ 447.58 18588.88 ~64.87 .88 464.68 447.58 11888.88 464.54 .88 465.15 447.58 15188.88 465.93 .88 466.44 68.75 58.82 44.31 29.94 29.58 38.35 28.98 22.98 27.87 2g.15 28.39 23.32 447.68 7588.88 462.79 459.52 463.96 55.81 447.68 18588.88 463.78 463.11 465.14 64.14 447.68 11888.88 464.28 .88 465.58 68.55 9.25 1333.97 962.24 9.21 1978.78 1484.56 9.88 2288.46 1772.68 8.17 3216.63 2759,67 7.14 1868.98 1379.82 7.73 24~.64 19~6.88 7.78 2725.43 2192.89 7.49 3589.26 3155.11 7.28 1829.23 1428.64 7.92 2428.84 1944.68 8.82 2696.32 2214.68 7.88 3555.47 3126.83 8.98 1844.56 1811.28 18.26 1472.31 1311.87 18.34 1744.12 1516.38 19 18588.~8 58.88 .88 .88 447.68 15189.88 465.75 .~8 466.74 41.69 9.46 2688.23 2338.56 1857~.8~8 1857~.~ 1857~.~88 1857~.~8B 18615.888 · 18i) .188 .li)i) . li)8 · 2i)i) .2i)i) · 2i)i) 1 11/i)5/87 15.i)i) 15 .iii) 518.88 398.88 16:27:55 467.1i) 467.1i) 467.1i) 467.1i) 467.1i) 467.1i) 467.1i) 467.1i) 464.i)i) 447.7i) 758i).i)i) 463.36 .8i) 464.45 82.78 464.i)i) 447.7i) li)5i)i).i)i) 464.3i) .i)i) 466.14 26i).7i) 464.8i) 447.7i) 118i)i).88 464.56 .i)i) 466.88 329.25 464.i)8 447.7i) 151i)i).i)8 465.i)6 463.68 468.85 559.16 464.1i) 447.8i) 75i)8.i)i) 463.67 .i)i) 464.71 76.56 464.1i) 447.8i) 185i)i).8i) 465.i)8 .i)i) 466.92 26i).7i) 464.1i) 447.88 11888.i)i) 465.55 .i)i) 467.86 329.25 464.18 447.8i) 1518i).8i) 466.71 463.7i) 47i).47 537.i)7 447.4i) 758i).i)~ 464.74 .i)i) 464.99 13.56 447.48 l~5i)i).i)i) 467.26 .88 467.45 8.88 447.4i) 118i)8.i)i) 468.37 .i)i) 468.54 6.5i) 447.48 151i)i).8i) 471.47 .i)i) 471.59 3.78 447.5i) 7Si)i).i)8 464.4i) 459.85 465.48 41.93 447.58 185i)i).i)i) 467.19 .8i) 467.59 16.7i) 447,5i) 118i)i).i)8 468.34 .i)i) 466.63 11.95 447.5i) 15188.8i) 471.47 .i)i) 471.61 5.38 466.28 .i)i) 466.72 16.i)6 467.87 .i)i) 468.31 15.34 468.81 .i)i) 469.19 13.28 471.65 .i)i) 471.91 7.94 466.89 .i)8 467.94 61.38 468.49 .8i) 469.26 43.49 469.34 .i)i) 469.96 34.i)E 471.97 .i)8 472.3i) 16.37 8.4i) 892.34 824.34 li).66 966.45 658.31 12.21 966.45 65i).31 15.62 966.45 65i).31 8.18 917.15 857.15 li).86 966.45 65i).31 12.21 966.45 65i).31 15.59 987.35 651.57 4.48 2297.88 2i)36.38 4.89 369i).97 3711.56 3.92 4356.51 4629.15 3.46 6356.54 7764.19 8.93 1322.39 1156.31 6.51 3899.23 2569.48 5.6i) 3954.86 3413.38 4.4i) 6481.13 6512.35 5.79 2143.37 1871.45 6.17 3857.38 2681.19 6.i)i) 3619.83 3248.85 5.27 5436.18 5357.$i) 9.16 1452.26 957.26 8.64 2396.17 1592.18 8.~5 2944.75 2823.73 6.44 4737.98 3732.56 PA6E 22 SECNO .3i)i) .3i)i) .388 XLCH 451). ELTRO ELLC ELNIN Q CNSEL CRINS 86 I~KaS VCtl AREA 469.i)3 .i)i) 469.45 22.97 478.18 .8i) 47i).59 25.86 47i).62 .i)i) 471.11 25.52 472.59 .i)i) 472.97 18.38 2854~.e~e 54~.~e .~ .~e · 588 435.88 .i)i) .i)i) 452.6i) 75i)i).i)i) 469.9i) .88 478.23 11.91 452.8~ 1~58i).~ 471.~6 .~8 471.58 14.78 452.6i) 118i)i).E~ 471.55 .i)i) 472.~3 15.55 452.6i) 151i)i).i)i) 473.25 .i)i) 473.73 14.28 471.74 .i)~ 471.99 9.81 472.27 .8i) 472.55 18.33 47i).25 466.73 471.7i) 61.57 471.41 468.61 473.38 72.11 6.65 2291.4i) 1564.77 7.49 2894.13 2i)64.83 7.65 3193,48 2335.97 7.13 4353.22 3522.18 5.22 2323.69 2172.86 6.18 2842.1~4 2731.1~ 6.49 3i)7i).16 2992.56 6.73 3867.17 3995.67 3.94 2731.93 2644.98 4.71 3274.53 3352.22 4.98 3513.57 367i).63 5.35 4286.14 4756.56 9.69 829.53 955.85 11.36 1234.22 1236.52 398.88 .88 .88 455.88 11888.88 471.95 469.36 473.89 71.38 11.78 1441.42 1396.72 398.88 ,88 .88 455.88 15188.88 473.78 .88 475.35 53.85 11.28 2234.65 2873.12 21698.888 325.88 21698.888 325.88 21698.888 325.88 21698.888 325.88 538.88 538.88 538.88 538.88 22688.888 388.88 22688.888 388.88 22688.888 388.88 22688.888 388.88 578.88 578.88 578.88 578.88 23988.888 738.88 23988.888 738.88 23988.888 738.88 23988.888 738.88 3.888 465.88 3.888 465.88 3.888 465.88 3.888 465.88 11/85/87 16:27=55 455.98 7588.88 455.98 18588.88 455.98 11888.88 455.98 15188.88 472.18 .88 473.69 473.68 472.22 475.43 474.18 473.89 476.81 475.26 .88 477.27 457.38 7588.88 474.71 457.38 18588.88 476.43 457.38 11888.88 477.88 457.38 15188.88 478.28 458.68 7588.88 475.58 458.68 18588.88 477.33 458.68 11888.88 477.97 458.68 15188.88 479.34 459.68 7588.88 477.99 459.68 18588.88 479.51 459.68 11888.88 488.84 459.68 15188.88 481.38 488.83 481.84 482.51 484.88 464.38 7588.88 488.69 464.38 18588.88 482.45 464.38 11888.88 483.18 464.38 15188.88 484.57 SECNO XLCH ELTRD ELLC ELMIN Q CI4SEL 568.88 568.88 568.88 568.88 5.888 145.88 5.888 145.88 5.888 145.88 5.888 145.88 475.68 477.45 478.89 479.46 477.84 478.88 479.42 488.79 .88 478.97 488.79 481.45 482.95 24938.888 228.88 24938.888 228.88 488.46 482.35 483.84 484.59 98.88 481.14 483.83 483.73 485.38 465.78 7588.88 481.54 465.78 18588.88 483.38 465.78 11888.88 483.95 465.78 15188.88 485.44 465.98 7588.88 482.81 465.98 18588.88 483.86 465.98 11888.88 484.53 465.98 15188.88 486.88 466.48 7588.88 482.54 466.48 18588.88 484.48 466.48 11888.88 485.16 466.48 15188.88 486.67 466.88 7588.88 482.42 CRIWS 58.88 62.37 63.96 64.94 23.18 24.25 25.87 27.65 58.32 45.28 44.21 42.77 23.65 28.29 38.28 33.61 16.81 15.36 15.86 14.66 12.68 13.62 13.99 14.77 18.29 981.34 977.42 11.55 1368.96 1329.53 12.82 1551.51 1475.42 12.83 2826.43 1873.78 7.93 1282.35 1568.68 8.86 1796.85 2132.25 9.26 1981.57 2356.68 18.24 2383,25 2871.64 18.69 1843.58 1857.26 11.14 1683.82 1568.35 11.35 1826.23 1774.68 11.85 2353.28 2388.82 8.24 1153.65 1542.35 9.71 1513.81 1974.83 18.27 1653.77 2147.86 11.43 2815.15 2684.59 5.35 1525.52 1829.54 5.85 2134.21 2679.25 6.85 2376.12 3848.22 6.51 2929.75 3943.37 5.58 1564.86 2186.39 6.33 2835.69 2845.14 6.64 2231.43 3154.79 7.34 2786.71 3928.38 PAGE 23 ES 18K~S VCH AREA .81K 482.25 29.38 484.22 38.54 484.94 38.81 486.53 38.88 18.88 2~.21 28.65 21.71 482.68 484.59 485.33 486.92 482.97 484.99 485.73 487.34 14.84 15.77 16.23 17.54 483.25 24.28 6,75 1126.94 1383.68 7.77 1471.97 19~.87 8.12 1662.88 2125.98 8.71 2211.87 2753.37 6.17 1311.59 1726.26 7.88 1764.16 2335.86 7.48 1956.72 2596.98 8.14 2438.58 3248.43 5.88 1737.78 19~6.83 6.68 2284.44 2644.45 7.88 2389.97 2929.17 7.76 2826.26 3685.79 7.48 1199.86 1524.71 21 6.8~8 6.888 6.888 25885.888 25885.888 # 25885.888 25885.888 25135.888 25135.888 25135.888 25135.888 25185.888 25185.888 25185.888 25185.888 25235.888 25235.888 25235.888 25235.888 25288.888 25288.888 25288.888 25288.888 25325.888 25325.888 25525.888 25325.888 1 11185/87 98.88 98.88 98.88 88.88 88.88 88.88 88.88 58.88 58.88 58.88 58.88 58.88 58.88 58.88 45.88 45.88 45.88 45.88 45.88 45.88 45.88 45.88 16:27:55 .88 .88 466.88 18588.88 484.38 .88 485.38 25.69 466.88 11888.88 484.98 .88 486.85 26.26 466.88 15188.88 486.46 .88 487.69 27.82 467.18 7588.88 481.58 .88 484.14 129.29 467.18 18588.88 483.23 482.97 486.38 129.93 467.18 11888.88 484.88 484.8~ 487.85 117.87 467.18 15188.88 485.69 485.47 488.53 92.26 .88 467.88 7588.88 483.25 .88 484.66 54.53 .88 467.88 18588.88 485.28 .88 486.83 49.61 · 88 467.88 11888.88 485.91 .88 487.55 49.38 · 88 467.88 15188.88 487.88 .88 488.96 52.22 · 88 467.68 7588.88 483.92 .88 484.87 23.33 .88 467.68 18588.88 485.98 .88 487.84 24.56 · 88 467.68 11888.88 486.55 .~8 487.77 25.37 · 88 467.68 15188.88 487.69 .88 489.19 29.48 · 88 467.98 7588.88 484.41 .88 484.99 12.25 · 88 467.98 18588.88 486.39 .88 487.17 14.87 · 88 467.98 11888.88 487.83 .88 487.98 15.87 · 88 467.98 15188.88 488.28 .88 489.54 18.43 467.48 7588.88 484.67 .88 485.85 7.45 467.48 18588.88 486.78 .88 487.24 8.99 467.48 11888.88 487.35 .88 487.98 9.81 467.48 15188.88 488.58 .88 489.43 12.34 467.38 7588.88 484.81 .88 485.18 6.75 467.38 18588.88 486.89 .88 487.29 7.95 467.38 11888.88 487.57 .88 488.83 8.53 467.38 15188.88 488.88 .88 489.5E 18.36 8.58 1629.73 2871.58 8.87 1881.95 2382.84 9.74 2197.61 2862.84 12.85 589.38 659.68 14.17 883.85 921.16 14.28 963.88 1898.59 14.24 1427.16 1572.88 9.59 849.86 1815.61 18.34 1228.41 1498.78 18.72 1393.18 1679.15 11.77 1787.78 2889.57 8.17 1136.17 1552.68 9.24 1682.17 2118.58 9.66 1788.69 2342.74 18.93 21~..15 2788.86 6.22 1338.79 2142.83 7.31 1755.87 2798.91 7.77 1981.64 3848.87 9.88 2179.83 3517.76 4.98 1568.39 2748.58 5.98 1922.86 3581.82 6.42 2841.45 3767.87 7.55 2273.48 4298.78 4.31 1743.15 2886.27 5.11 2886.31 3724.39 5.47 2283.38 4~41.39 6.39 2437.58 469~.71 PAG~ 24 SECNO XLCH ELTRD ELLC ELNIN Q CNSEL CRINS E6 I~K*S VCH AREA .81K 25375.888 25375.888 25375.888 25375.888 467.98 7588.88 484.85 .88 485.13 6.51 467.98 18588.88 486.95 .88 487.34 7.87 467.98 11888.88 487.63 .88 488.86 8.67 467.98 15188.88 488.96 .88 489.56 11.82 · BE 468.EE 75EE.EE 484.97 .EE 485.16 4.45 .EE 468.EE 1ESEE.EE 487.11 .EE 487.38 5.33 .~ 466.~ 118~.~ 487.82 .~ 466.12 5.M .EE 468.EE 151EE.EE 489.21 .EE 489.62 7.18 468.EE 7588.EE 484.96 .88 485.17 2.85 468.88 18588.88 487.18 .EE 487.39 3.49 468.EE 11888.88 487.88 .88 488.14 3.82 468.88 15188.88 489.19 .EE 489.64 4.78 495.EE 495.88 495.88 495.88 491.75 491.75 491.75 491.75 25421.EEE 25421.888 25421.e~ 25422.888 25422.888 25422.E88 25422.888 58.8E 5E.88 46.88 46.~ 46.EE 1 1 1 1 4.22 1777.92 2939.32 5.88 2188.62 3743.22 5.34 2218.42 4886.51 6.21 2435.85 4549.33 3.53 2123.78 3555.92 4.17 2516.72 4545.93 4.45 2651.74 49~.72 5.17 2923.31 5635.29 3.67 2841.21 4442.~1 4.33 2422.58 5628.33 4.62 2553.92 6~,8.65 5.36 2818.17 6986.99 22 25542.~88 25542.888 25542.888 25542.888 25543.88~ 25543.888 25543.888 25543.888 25568.888 25568.888 25568.888 25568.888 25616.888 25618.888 25618.888 25618.888 25668.888 25668.888 25668.888 25668.888 25714.888 25714.888 25714.888 25714.888 25754.888 25754.888 25754.888 1 11/85/87 128.88 128.88 128.88 128.88 1 1 1 1.88 25.88 25.88 25.88 25.88 58.88 58.88 58.88 58.88 58.88 58.88 58.88 58.88 46.88 46.88 46.88 46.88 48.88 48.88 48.88 48.88 16:27:55 495.88 495.88 495.88 495.88 .88 .88 491.75 491.75 491.75 491.75 468.78 7588.88 484.99 468.78 18588.88 487.13 468.78 11888.88 487.84 468.78 15188.88 489.24 468.78 7588.88 485.81 468.78 18588.88 487.18 468.78 11888.88 487.88 468.78 15188.88 489.28 468.98 7588.88 484.94 468.98 18588.88 487.85 468.98 11888.88 487.75 468.98 15188.88 489.12 469.58 7588.88 484.95 469.58 18588.88 487.86 469.58 118~.88 487.76 469.58 15188.88 489.12 469.18 7588.88 485.82 469.18 18588.88 487.17 469.18 11888.88 487.89 469.18 15188.88 489.52 484.98 487.16 487.89 489.35 469.18 7588.88 485.13 469.18 18588.88 487.28 469.18 11888.88 488.81 469.18 15188.88 489.49 485.22 487.44 488.19 489.71 485.22 487.45 488.28 489.72 485.31 487.58 488.35 489.92 485.38 487.65 488.43 498.81 485.44 487.72 488.58 498.18 485.57 487.83 486.61 498.28 485.66 487.91 468.69 498.29 3.19 3.83 4.17 5.17 1.95 2.28 2.47 3 9.48 18.48 11.87 13.23 18.92 11.97 12.69 15.18 13.88 12.91 13.38 14.93 23.88 22.38 21.67 21.69 16.93 16.82 16.11 16.91 3.82 1961.97 4196.96 4.48 2345.11 5366.35 4.77 2475.18 5778.14 5.51 2741.16 6641.65 3.67 2844.84 5377.47 4.38 2448.81 6948.82 4.58 2576.35 7514.39 5.29 2851.88 8693.88 4.92 1522.95 2445.68 5.88 1823.37 3255.59 6.19 1933.55 3547.36 7.28 2165.71 4151.36 5.24 1431.19 2269.57 6.16 1722.76 3834.56 6.56 1856.13 3312.23 7.61 2882.27 3886.36 5.22 1437.72 2873.63 5.94 1795.57 2922.85 6.27 1954.51 3235.56 7.15 2244.11 3988.53 6.16 1217.96 1534.68 6.59 1616.43 2219.57 8.83 1791.92 2535.83 7.58 2196.78 3242.88 5.93 1391.28 1822.95 6.68 1868.89 2625.65 6.89 2879.99 2948.28 7.68 2628.36 3672.89 PACE 25 SECNO XLCH ELTRD ELLC ELMIN Q Ct~L CRIt~ 86 I~K*S VCH AREA .81K 25828.888 25828.888 25828.888 25828.888 26178.888 26178.888 26178.888 26178.888 26558.888 26558.888 26558.888 26558.888 66.88 66.88 66.88 66.88 358.88 558.88 358.88 388.88 388.88 388.88 388.88 .88 .88 .88 .88 468.48 7688.88 485.11 466.48 18688.88 487.44 468.48 11988.88 488.24 468.48 15188.88 489.87 485.84 487.85 468.59 498.11 471.18 7688.88 487.88 471.18 18688.88 489.37 471.18 11988.88 489.99 471.18 15188.88 491.35 .88 .88 .88 .88 485.87 488.83 488.61 498.42 487.27 489.16 489.69 491.46 488.69 498.74 491.49 495.15 27.42 28.89 18.75 17.34 52.68 44.62 42.72 41.87 34.36 38.69 39.55 42.84 8.4~ 1651.49 1451.25 8.89 2536.92 2365.89 8.89 2886.37 2746.87 8.38 3619.72 3626.63 18.65 1132.14 1847.98 11.18 1636.21 1566.67 11.24 1629.61 1828.73 11.78 2235.36 2356.28 8.16 995.77 1296.48 9.57 1248.23 1784.18 18.85 1343.69 1892.16 11.17 1566.54 2328.65 23 26888.888 338.88 26888.888 338.88 26888.888 338.88 26888.888 338.88 27858.888 165.88 27858.888 165.88 27858.888 165.88 27858.888 165.88 27488.888 426.8~ 27488.888 428.88 27488.888 428.88 27488.888 428.88 27548.888 148.88 27548.888 148.88 27548.888 148.88 27548.888 148.88 27578.888 38.88 27578.888 38.88 27578.888 38.88 27578.888 38.88 27628.888 58.88 27628.888 58.88 27828.888 58.88 27628.888 58.88 38138.888 2518.88 38138.888 2518.88 38138.888 2518.88 38138.888 2518.88 11/85/87 16:27:55 472.98 7688.88 488.86 472.98 18688.88 498.46 472.98 11988.88 491.18 472.98 15188.88 492.51 473.88 6788.88 489.26 473.88 9488.88 491.83 473.88 18588.88 491.78 473.88 13488.88 493.39 473.98 6788.88 492.82 473.98 9488.88 494.83 473.98 18588.88 494.71 473.98 13488.88 496.32 475.88 6788.88 492.41 475.88 9468.88 494.13 475.88 18588.88 494.69 475.88 13488.88 496.41 496.88 498.58 496.88 498.58 496.88 498.58 496.88 498.58 475.28 6788.88 492.55 475.28 9488.88 494.34 475.28 18588.88 494.93 475.28 13488.88 499.73 475.58 6788.88 492.45 475.58 9488.88 494.62 475.58 18588.88 495.62 475.58 13488.88 499.75 483.78 6788.88 588.69 483.78 9488.88 582.87 483.78 18588.88 582.17 483.78 13486.88 581.78 498.14 36.78 492.17 42.86 492.96 43.41 494.73 46.35 491.12 73.23 493.16 72.87 493.89 68.94 495.59 64.95 492.87 24.91 494.67 19.44 495.28 17.38 496.77 13.56 493.27 31.77 495.38 36.88 496.88 38.38 497.18 24.36 493.43 32.26 495.51 35.97 496.23 37.91 499.93 6.81 493.74 39.28 495.69 31.77 496.43 24.34 499.97 6.55 581.41 27.74 583.88 33.69 583.38 48.57 583.82 78.24 9.17 987.35 1254.53 18.77 1156.84 1634.37 11.32 1262.33 1886.22 12.53 1582.15 2216.88 11.19 688.55 782.93 12.39 969.48 1181.17 12.54 1899.34 1264.64 13.16 1383.95 1662.65 7.81 1195.38 1342.48 7.58 2174.55 2131.99 7.33 2578.79 2518.84 6.95 3563.72 3636.31 7.43 982.83 1188.67 8.68 1882.57 1564.85 9.28 1141.89 1694.81 7.89 2612.73 2714.85 7.47 897.49 1179.63 8.67 1883.72 1567.35 9.16 1146.64 1785.35 4.45 4881.62 5135.47 9.35 853.33 1869.82 9.14 1683.91 1667.88 8.39 2178.64 2128.48 5.28 4828.37 5234.48 8.86 1145.67 1272.18 9.36 1428.78 1619.44 18.32 1444.27 1648.42 14.~4 1334.94 1514.94 PAGE 26 SE{NO XLCH ELTRD 38189.~e~ s9.~E .~E 38189.888 59.88 .88 38189.888 59.88 .88 38189.~8~ 59.8~ .88 38198.888 1.88 513.38 38198.888 1.88 513.38 38198.888 1.88 513.38 38198.888 1.88 513.38 38288.888 38288.888 513.38 513.38 513.38 ELLC ELMIN Q CNSEL CRINS ES I~KeS VCH AREA .81K .~ 486.8~ 67~.~ 5~.76 · 8~ 486.88 948~.8~ 582.85 .88 486.8~ 185~8.8~ 5~2.14 .88 486,88 13488.88 581.75 518.48 486.8~ 6788.88 588.67 518.48 486.88 9488.88 581.92 518.48 486.88 18588.88 581.97 518.48 486.88 13488.88 581.35 518.48 486.88 6788.88 588.84 518.48 486.88 9488.88 582.21 518.48 486.88 18588.88 582.39 24 .B~ 5~1.7~ 31.71 .~ 5~3.47 42.29 · ~8 5~3.87 51.58 .88 5~,.88 94.27 581.79 128.89 583.62 173.48 584.86 214.85 585.22 4~.24 581.92 114.92 583.81 161.67 584.32 193.41 7.79 86~.46 1199.98 9.54 985.85 1445.55 1~.57 993.16 1463.16 14.B5 95~.9~ 1~88.16 8.49 789.~4 611.39 18.44 988.84 713.84 11.61 9~4.14 717.68 15.78 849.23 666.47 8.33 884.22 625.88 18.14 926.73 739.28 11.13 943.86 755.88 513.38 518.48 486.88 13488.88 583.19 .88 585.89 263.37 13.19 1816.87 825.69 38281.888 58281.888 38258.888 38258.888 38258.888 38258.888 31318.888 31318.888 31318.888 31318.888 31488.888 31488.888 31488.888 31488.888 31588.888 31588.888 31588.888 31588.888 31758.888 31758.888 31758.888 51758.888 1 11/~a5/87 1.88 1.8~1 1 1.88 49.88 49.88 49.88 49.88 1868.88 1868.88 1868.88 1868.88 178.88 178.88 178.88 178.88 28.88 28.88 28.88 28.88 258.88 258.88 258.88 258.88 998.88 998.88 998.88 16:27:55 .88 .88 589.18 589.18 589.18 589.18 486.88 6788.88 581.12 486.88 9488.88 582.67 486.88 18588.88 582.98 486.88 13488.88 584.18 483.88 6788.88 581.57 483.88 9488.88 583.49 483.88 13488.88 585.78 487.88 6788.88 583.65 487.88 9488.88 585.56 487.88 18588.88 586.15 487.88 15488.88 587.68 488.88 6788.88 583.94 488.88 9488.88 585.78 488.88 18588.88 586.33 488.88 13488.88 587.71 586.18 586.18 586.18 586.18 488.88 6788.88 584.81 488.88 9488.88 586.86 488.88 18588.88 587.78 488.88 13488.88 518.16 488.64 6788.88 5~,.61 468.64 9,r~8.88 587.53 488.64 18588.88 588.58 488.64 13488.88 518.84 493.87 6788.88 585.87 493.87 9488.88 587.94 493.87 18588.88 588.98 493.87 13488.88 511.23 .88 .88 .88 .88 581.99 583.92 5~4..46 586.13 582.14 584.12 584.68 586.48 584.14 586.86 586.65 588.13 584.48 586.54 587.19 588.83 584.54 587.49 588.46 518.84 584.76 587.78 588.68 511.84 585.25 588.13 589.11 511.46 28.32 7.49 894.83 1259.81 55.42 8.99 1846.88 1579.48 48.62 9.75 1876.53 1647.38 48.64 11.19 1197.95 1921.43 21.16 21.84 21.82 19.48 22.54 22.85 21.98 19.82 15.63 19.83 28.66 24.83 15.35 14.49 14.51 12.63 3.96 3.66 3.65 3.56 6.89 5.12 4.97 4.88 7.24 1285.92 1456.51 7.87 1788.76 2849.19 8.28 1951.55 2247.73 8.38 2638.28 3841.99 6.83 1284.47 1411.31 7.22 1853.22 2881.91 7.34 2888.63 2239.68 7.38 2837.28 3889.61 5.98 1136.89 1694.49 6.98 1346.51 2154.83 7.44 1411.95 2389.85 8.58 1575.97 2733.37 5.86 1143.59 1718.15 6.37 1474.66 2469.22 6.63 1584.62 2756.31 6.81 2461.65 3778.65 3.83 2214.88 3365.81 3.26 2886.88 4913.38 3.36 3123.98 5493.96 3.68 3722.67 7181.31 3.43 1954.54 2715.37 3.57 2629.98 4156.18 3.66 2872.17 4718.57 3.83 3496.44 6867.85 PAI~[ 27 SECNO XLI~I ELTRD ELLC ELMIN Q CNSEL CRINS 86 I~K"S VCH AREA .81K 517.88 517.88 517.88 517.88 493.18 7388.88 586.87 493.18 18888.88 588.72 493.18 11288.8~ 5~9.65 493.18 14288.88 511.92 498.87 7388.88 586.45 498.87 188~8.88 588.97 498.87 11288.88 589.88 498.87 14288.88 512.13 586.33 588.97 589.91 512.21 586.96 589.43 518.33 512.57 587.83 589.46 515.88 515.88 515.88 515.88 517.88 517.88 34845.888 34845.888 34845.888 515.88 515.88 25 498.87 7388.88 586.51 498.87 18888.88 589.81 34338.888 34338.888 34338.888 34338.888 18.93 7.84 7.~ 6.~ 48.45 38.59 27.89 23.44 46.98 38.38 1385.88 1385.88 1385.88 1385.88 285.88 285.88 285.88 285.88 18.88 18.88 34348.888 34348.888 4.88 1789.18 22~8.28 4.~7 2457.~6 3578.71 4.14 2782.47 4117.9~1 4.27 3328.65 5611.48 5.83 1251.96 1848.88 5.48 1853.19 1888.11 5.38 2882.32 2128.73 5.32 2669.51 2933.25 5.77 1265.61 1~65.87 5.38 1859.68 1816.77 34348.888 18.88 517.88 515.88 498.87 11288.88 589.92 .88 518.36 27.67 5.36 2888.38 2129.33 34348.888 18.88 517.88 515.88 498.8? 14288.88 512.15 .88 512.59 23.35 5.31 2673.53 2938.91 34878.888 538.88 34878.888 538.88 34878.888 538.88 34878.888 538.88 35458.888 588.88 35458.888 588.88 35458.888 588.88 35458.888 588.88 35578.888 128.88 35578.888 128.88 35578.888 128.88 35578.888 128.88 .88 .88 .88 581.26 7388.88 588.42 581.26 18888.88 518.29 581.26 11288.88 511.88 581.26 14288.88 513.89 528.38 515.88 588.98 7388.88 589.85 528.38 515.88 588.98 18888.88 511.44 528.38 515.88 588.98 11288.88 512.14 528.38 515.88 588.98 14288.88 514.88 528.38 515.88 588.98 7388.88 518.13 528.38 515.88 588.98 18888.88 511.78 528.38 515.88 588.98 11288.88 512.39 528.38 515.88 588.98 14288.88 514.25 35778.888 288.88 .88 1 11/85/87 16:27:55 GRAPEVINE CREEK S!.~RY PRINTOUT TABLE 158 499.81 7388.88 518.49 499.81 18888.88 512.82 499.81 11288,88 512,71 499.81 14288.88 514.53 588.87 518.76 511.55 513.56 518.26 511.92 512.64 514.51 518.58 512.15 512.87 514.73 511.15 512.73 513.44 515.24 26.56 28.21 18.36 14.58 21.52 19.74 18.95 18.86 18.65 17.72 18.38 18.59 47.68 38.13 34.48 26.32 5.37 1368.43 1416.43 5.49 1823.15 2224.68 5.53 2826.11 2613.53 5.54 2562.95 3728.76 5.15 1417.54 1573.55 5.59 1787.94 2258.95 5.72 1957.59 2573.12 5.73 2477.46 3341.21 4.92 148~.58 1698.37 5.48 1851.93 2375.51 5.54 2822.23 2618.13 5.57 2558.78 3293.78 6.54 1116.56 1858.86 6.79 1472.84 1619,52 6.83 1648.83 1989.61 6.77 2897.88 2767.82 PACE 28 SECNO Q CNCEL DIFWSP DIFWSX DIFKWS TOPWID 15358.888 6988.88 456.38 .88 .88 .88 495.82 15358.888 9788.88 457.45 1.87 .88 .88 592.22 15358.888 11888.88 457,86 .41 .88 ,88 619,87 15358.888 14288.88 458.75 .89 .88 .88 671.43 457.86 .88 .68 .88 145.79 458.81 .95 .56 .88 147.88 458.35 .34 .49 .88 147.88 459.88 .74 .33 .~ 147.~8 15478.888 6988.88 457.88 ,88 .82 .88 145.92 1547~.~ 97~.~ 458J5 .97 .~4 .~ 147.~8 15478.888 11888.88 458.48 .35 .85 .88 147.88 15478.888 14288.88 468.27 1.87 1.19 .88 468.29 15528.888 6988.88 456.93 .88 -.16 .88 463.79 15528.888 9788.88 457.92 1.88 -.13 .88 683.68 15528.888 11888.88 458.38 .38 -~18 .88 656.58 15528.888 14288.88 468.63 2.33 .36 .88 945.83 15688.888 6988.88 457.51 .88 .58 26 XLCH 98.88 98.88 98.88 38.88 3~.~ 38.88 38.88 58.88 58.88 · 88 129.88 88.88 156~E.E~ 97~E.~ 458.48 .96 .55 156~E.E~E lleeE.E~ 458.78 .31 .48 .~E 1568~.088 142~8.8~ 468.55 1.77 -.86 457.55 .88 .83 458.54 1.88 .87 468.88 1.46 1.22 462.52 2.52 1.97 457.56 .88 .81 .~ 458.57 1.~1 .83 .~8 46~.87 1.58 .87 .~E 462.73 2.66 .21 .~8 457.68 .88 .~4 .08 458.63 1.83 .86 .BE 46~.12 1.49 .~5 .~1 462.77 2.65 .84 .88 15658.88~ 69~e.88 457.61 .B8 15658.8~8 978~.8~ 458.65 1.84 15658.888 11888.~8 468.13 1.49 1565~.8~8 14288.88 462.78 2.64 1 11/~15/87 16:27:55 SECNO q CWSEL 1566~.8~8 6988.88 457.53 1566~.8~8 97~8.88 458.52 15668.888 11888.8~ 468.81 1566~.~8~ 14288.88 462.66 1568~.888 69~0.88 457.69 1568~.~8 9788.88 458.81 1568~.~8 11~88.88 468,38 15688.088 14288.88 462.95 DIFWSP .99 1.49 2.65 .88 1.12 1.49 2.65 DIFNSX -.13 -.12 -.12 .16 .29 .29 DIFKW~ 1573~.88~ 69~8.8~ 457.80 .~8 .11 .80 15738.~8E 9788.88 458.98 1.18 .17 .8~ 1573~.~ 11~.~ 46~.45 1.47 .15 .~ 15738.888 14288.88 463.~9 2.64 .14 .88 1648~.~ 69~.~ 458.92 .~ 1.1Z .e~ 16488.08~ 9788.88 460.33 1.4~ 1.35 .~8 16488.008 11880.0~ 461.55 1.22 1.1~ .E~ 16480.088 14208.88 463.96 2.42 .87 .~8 468.41 .88 1.49 461.68 1.27 1.35 462.53 .85 .98 464.68 2.07 .64 129.~8 129.88 129.88 129.08 129.88 129.~8 162.76 182.21 188.77 198.68 537.82 177.88 184.11 194.28 54~.53 177.~7 184.21 194.42 542.23 TOI~ID 156.18 163.52 175.11 586.94 173.81 188.27 198.78 556.82 195.78 282.29 213.~5 682.88 729.64 7~.93 744.56 751.74 644.25 738.57 733.13 739.4~ 88.88 80.08 28.88 18.EE 18.88 XLCH 28.88 28.88 58.08 58.88 58.8~ 58.88 75~.~ 75~.~ 750.~ 1120.08 1128.80 1120.08 1120.00 PAGE 29 27 17988.855 7585.55 461.96 .88 1.55 17985.555 1~5~.85 463.59 1.13 1.41 1798~.~5~ 11855.55 463.64 .55 1.11 17988.85~ 15155.8e 465.25 1.61 .65 18158.555 75~.58 462.56 .55 .15 .SE 18155.855 155~5.58 463.21 1.14 .12 .55 18155.555 1185E.~5 463.75 .55 .12 .55 18158.~5 15155.55 465.35 1.65 .15 .55 462.16 463.32 463.86 465.44 461.79 463.56 463.65 465.32 18325.5~5 7555.58 462.66 18325.808 1~5~5.88 463.71 1852~.~55 11855.5~ 464.2~ 18328.~58 15155.55 465.66 11/85/87 16:27:55 SECNO q CWSEL 1.16 .54 1.58 1.27 .59 1.67 1.55 .49 1.46 DIFWSP .15 .11 .11 -.37 -.26 -.21 -.12 .87 .65 .55 .33 DIFK61S 18458.Ee~ 7555.55 463.51 .55 .35 .55 18455.555 15555.5e 464.57 1.56 .36 .55 18455.558 11855.55 464.54 .48 .34 .55 1845~.~55 15155.55 465.93 1.39 .27 .55 462.79 463.75 464.25 465.75 465.36 464.35 464.56 465J6 463.67 465.58 465.55 466.71 18615.555 7555.55 464.74 18615.555 1~5~5.55 467.26 18615.555 118~5.55 468.37 18615.555 15155.55 471.47 -.22 -.37 -.35 -.18 .57 .61 .37 -.69 .31 .78 .99 1.6~ 1.56 2.17 2.82 4.76 .91 1.55 .26 .5~I .85 1.41 .46 1.16 2.52 1.11 3 .~lg 656.16 631.3E 643.54 665.83 546.62 572.41 584.72 617.41 535.55 559.75 573.65 615.12 481.~9 518.41 537.23 584.15 545.15 565.83 577.83 611.95 TOPI, ilO 537.53 572.63 591.61 647.15 436.63 519.68 568.55 639.68 114.13 114.76 125.55 258.16 516.64 585.17 612.35 677.59 385.55 385.55 385.55 175.55 175.55 65.55 65.55 65.55 65.55 35.55 85.55 8~.~ 85.55 XL~14 135.55 135.55 135.55 55.55 75.55 75.55 35.55 35.55 35.55 15.BB 15.55 15.5~1 15.~ PA6E 35 28 18658.~ 75e~.~e 464.4~ 1865~.~B 1BSBB.BB 467.19 1865~.B~B 118~.~B 468.34 18658.8~ 151~B.E~ 471.47 466.28 467.87 468.81 471.65 466.89 468.49 469.34 471.97 2.79 1.15 3.13 .BB 1.59 .94 2.84 1 .85 2.62 -.33 -.BT -.B3 .~11 1.88 .68 .46 .18 .61 .62 .54 .32 .3BB 75BB.BB 469.83 .~B 2.13 .38~ le5~8.~ 47~.18 1.88 1.61 .3~B 1188~.~ 478.62 .52 1.28 .3BB 151BB.BB 472.59 1.97 .62 471.86 1.16 .95 .BB 471.55 .58 .93 .BB 473.25 1.78 .67 .BB DIFNSX 1 11/85/87 16:27:55 SEONO Q CNSEL DIFWSP DIFKNS .SBB 1~588.88 471.74 1.28 .69 .BB .5BB ll8BB.B8 472.27 .53 .72 .~B .SBB 151BB.BB 473.98 1.64 .65 .~ 471.41 1.16 -.33 .B~ 471.95 .54 -.32 473.78 1.83 -.12 2169~.~88 7588.88 472.18 .88 1.85 .B~ 21698.888 1~5~.~B 473.68 1.58 2.19 .B~ 21698.~B 1188~.~B 474.18 .58 2.15 .BB 21C9~.~ 151~.~ 475.2C 1.17 1.48 .~ 2.61 2.83 2.91 2.94 .79 .91 .97 474.71 476.43 477.BB 478.2~ 475.58 477.33 477.97 1.72 .58 1 JIB 1.94 .64 583.71 698.58 774.29 848.97 568.68 592.39 674.64 543.37 629.83 655.35 7~4.52 541.88 573.19 579.E8 684.27 438.12 456.64 464.44 496.29 TOI~ID 481.62 445.19 459.18 498.83 324.94 371.43 393.11 475.12 252.46 361.88 393.12 ~27.83 279.86 316.63 325.58 345.58 278.24 337.18 359.32 35.B~ 51E.BB 435.BB 435.BE 3ge.Be 39g.B~ 39e.ee 325.8~ 325.BE 325.BB 325.~ PA6E 31 29 2268e.e¢8 15188.88 479.34 1.37 1.14 .~8 412.81 477.99 .8~ 479.51 1.52 488.84 .53 481.38 1.26 488.83 .88 481.84 1.82 482.51 .66 484.88 1.49 488.69 .88 482.45 1.76 483.18 .65 484.57 1.46 481.54 .~8 483.38 1.76 483.95 .65 485.44 1.49 482.81 .88 483.86 1.84 484.53 .68 486.88 1.47 1 11/85/87 16:27:55 SECNO Q CWSEL 2.58 .88 216.73 2.18 .88 257.83 2.87 .~8 271.18 1.95 .88 384.67 2.83 .88 318.69 738.88 2.33 .88 359.15 738.88 2.46 .88 366.38 738.88 2.78 .88 375.81 738.88 · 66 .88 233.21 465.88 · 61 .88 294.78 465.88 · 68 .88 388.73 465.88 .56 .88 341.89 465.88 · 85 .88 149.65 568.88 · 84 .88 266.86 568.88 .85 .88 328.71 568.88 · 87 .88 414.96 568.88 .47 .88 218.42 145.88 · 56 .88 272.78 145.88 · 58 .88 298.57 145.88 · 56 .88 358.81 145.88 DIFWSP DIFWSX DIFKW5 TOPWID XL~H 482.54 .88 484.46 1.92 485.16 .78 486.67 1.51 6.888 7588.88 482.42 .88 6.888 18588.88 484.38 1.87 6.888 11888.88 484.98 .68 6.888 15188.88 486.46 1.48 .53 .88 228.15 · 61 .88 259.38 · 63 .88 273.24 · 67 .88 318.~3 -.12 .88 218.58 98.88 -.17 .88 247.38 98.88 -.18 .88 256.42 98.88 -.21 .88 283.83 98.88 25885.888 7588.88 481.58 25885.8~8 1~588.88 485.23 * 25885.888 11888.88 484.~e zs885.888 15188.~8 485.69 25155.888 7588.88 483.25 25135.888 185~8.~ 485.28 25135.888 11888.~8 485.91 25135.888 15188.88 487.88 25185.~88 75~8.8~ 483.92 25185.888 10588.88 485.98 · 88 -.84 .88 96.61 1.65 -1.86 .88 179.82 · 76 -.98 .88 244.16 1.69 -.77 .88 382.43 .~8 1.67 .88 156.72 2.82 2.84 .88 226.84 .64 ~.92 .88 515.72 1.16 i.39 .88 354.82 .88 1.98 88.88 88.88 8~.88 58.88 58.88 58.88 58.88 · 67 .88 157.18 · 62 .88 273.12 PAgE 32 25185.~88 11888.88 486.55 .65 .64 .88 277.85 58.88 25185.888 15188.88 487.69 1.15 .62 .88 285.88 58.88 25235.888 7588.88 484.41 25235.888 18588.88 486.39 25255.888 11888.88 487.83 25235.888 15188.88 488.28 25288.888 7588.88 484.67 25288.888 18588.88 486.78 25288.888 11888.88 487.35 25288.888 15188.88 488.58 25325.888 7588.88 484.81 25325.888 18588.88 486.89 25325.888 11888.88 487.57 25325.888 15188.88 488.98 25375.888 7588.88 484.85 25375.888 18588.88 486.95 25375.888 11888.88 487.63 25375.888 15188.88 488.96 25421.888 7588.88 484.97 25421.888 18588.88 487.11 25421.888 11888.88 487.82 25421.888 15188.88 489.21 1 11/~15/87 16:27:55 .88 1.98 .64 1.17 .88 2.83 .66 1.23 2.88 .68 1.31 2.89 .69 1.33 2.14 .71 1.39 .48 .49 .48 .51 .27 .31 .33 .38 .13 .19 .22 .29 .85 .86 .12 .16 .18 .24 175.59 226.85 231.83 24~.98 158.75 188.51 183.98 196.35 157.71 169.69 174.41 184.87 158.39 158.17 162.24 178.48 178.99 188.83 192.89 198.49 58.88 58.88 58.88 58.88 45.88 45.88 45.88 45.88 45.88 45.88 45.88 45.88 58.88 58.88 58.88 58.88 46.88 46.88 46.88 46.88 PAGE 33 SECNO q C;I,SEL 25422.888 7588.88 484.96 25422.888 18588.88 487.18 25422.888 11888.88 487.88 25422.888 15188.88 489.19 25542.888 7588.88 484.99 25542.888 18588.88 487.13 25542.888 11888.88 487.84 25542.~8~ 151~8.~ 489.24 DIFWSP .88 2.13 .71 1.39 2.14 .71 1.48 DIFHSX ,83 .84 .1~5 DIFKWS 25543.888 7588.88 485.81 .88 25543.B~B 18588.88 487.16 2.15 25543.888 11888.88 487.88 .72 25543.888 15188.88 489.28 1.41 TOPNID 173.99 183.81 187.87 193.46 173.83 183.86 187.15 193.69 178.98 188.97 192.32 198.91 25588.888 7588.88 484.94 .88 -.87 .88 134.75 25568.888 18588.88 487.85 2.12 -.11 .88 153.18 25568.888 11888.88 487.75 .78 -.12 .88 161.92 25568.888 15188.88 489.12 1.36 -.17 .88 178.95 25618.888 7588.88 484.95 128.83 XL(~-I 1.88 1.88 1.88 1.88 128.88 128.88 128.88 1 1 .~ 1 1.88 25.88 25.88 25.88 25.~18 58.88 31 25618.¢¢~ 1¢5~¢.¢¢ 487.~6 2.11 .¢1 .¢¢ 155.17 25618.~ 118¢~.~¢ 487.76 .7¢ .~1 .~ 168.99 25618.~ 1510~.~ 489.12 1.36 .01 .~0 195.65 25668.000 7500.00 485.02 .00 .06 .00 25668.000 10500.00 487.17 2.15 .11 .00 25668.000 11800.~0 487.89 .72 .13 .00 25668.~00 15100.~0 489.32 1.43 .20 .00 155.05 185.49 201.39 232.9e 25714.0~0 7500.00 484.98 .00 -.04 .00 155.80 25714.000 1~500.00 487.16 2.16 -.01 .~0 222.98 25714.~00 1180~.00 487.89 .73 ,~0 .~0 252.54 25714.000 1510~.00 489.35 1.46 .03 .~0 304.85 25754.000 750~.00 485.13 .OB .15 .eO 25754.000 1e50e.00 487.28 2.15 .12 .00 25754.~00 11800.00 488.~1 .73 .12 .00 25754.~0 151~.~ 489.49 1.48 .14 .~0 25820.000 7600.00 485.11 .00 -.03 .00 25820.000 10600.00 487.44 2.33 .16 .00 25820.000 119~8.~ 488.24 .80 .23 .~0 25820.0~ 151~.~ 489.87 1.62 .38 .~0 26170.0~0 7600.00 485.84 26178.B~B l~60e.~B 487.85 2617~.000 119~0.~0 488.59 26170.~ 15100.~0 490.11 .8~1 2.00 .74 1.53 .74 .41 .25 1 11/~15/87 16:27:55 177,48 279.~3 324.84 417.74 345.43 413.64 476.27 243.65 259.31 262.75 268.57 50.00 5e.e~ 50.00 50.00 50.00 46.00 46.00 46.0~ 66.00 66.00 66.00 66.00 350.00 350.00 350.00 PAGE 34 SECNO ~ C34SEL DIFWSP DIFWSX DIFK~ 2655~.~ 7600.00 487.88 .00 2.03 2655~.000 10600.00 489.37 1.49 1.52 26550.~0~ 11980.0~ 489.99 .62 1.40 2655~.~00 15100.0~ 491.33 1.34 1.22 26880.8~0 7600.00 488.86 .00 .99 .00 2688~.8~ 1~6~8.~ 49~.46 1.59 1.~9 .~ 2688~.~ 119~.~ 491.1~ .64 1.11 .~ 2688~.~0 151~.~ 492.51 1.41 1.17 .~0 TOPWIO 159.57 165.38 166.27 168.19 143.86 162.52 166.21 174.30 27e58.~8~ 6780.08 489.26 .~0 .40 .BE 135.96 27~5~.Be0 94E~.~ 491.~$ 1.77 .57 .0~ 171.71 27050.000 10500.00 491.78 .75 .68 .00 174.45 27~5~.000 13400.00 493.39 1.61 .89 .0~ 180.00 492.~2 494.03 494.71 496.32 2.76 3.1]0 2.93 2.92 .00 2.111 .68 1.61 355.07 590.87 598.91 625.92 XLCH 380.00 380.00 380.00 330.00 33~.~ 330.00 165.00 165.E~ 165.~0 165.00 42~.~ 32 2754~.B~ 2754~.~ 2754~.~ 2754~.~8~ 2757~.~ 2757~.~ 2757~.~ 2757~.8~ 27628.~B 2762~.~ 2762~.~B~ 2762~.~ 3~138.8~8 3~13d.~d 3~189.~88 3819~.~ 1 11/ii5/87 SECNO 3~281.~8~ 3825~.~e8 94~.88 185~8.~E 16:27:55 6788.88 492.41 494.13 494.69 496.41 492.56 494.34 494.93 499.73 492.43 494.62 495.62 499.75 5ii2.17 5~2.ii5 5ii2.14 5~.67 581.92 5ii1.97 5ii1.$5 CWSEL 5~8.84 5ii2.21 5~3.19 5/i1.12 5/i2.67 582.98 584.18 5~1.57 5~3.49 5E5.78 5~3.65 5ii5.56 5ii6.15 5ii7.68 .ii8 1.72 .56 1.72 ./iii 1.78 .sg 2.19 1 ./iii 4.12 .iii) 1.38 -.48 1.3ii ./ii) 1.25 -.62 DIFWSP 1.37 .18 .88 1.55 .31 1 .88 1.93 .53 1.76 1.91 .59 1.52 .39 -.82 .15 .21 .24 3.33 -.13 .28 .69 .81 8.26 7.45 6.55 1.95 .I)7 -.82 -.13 -.17 -.38 DIFWSX .17 .29 .42 1.84 .27 .59 .99 .45 .83 1 .ii4 1.59 2 J8 2J7 2.1) 1 .gii DIFKWS 1~3.4~ 1/i6.26 187.18 638.75 lii6.27 1~7.25 791.78 228.29 452.2ii 59ii.79 745.61 155.23 235.96 241.34 221.64 95.99 97.94 98.12 86.73 9~.73 88.84 TOPWID 87,26 91.17 91.45 92.69 95.11 99.24 99.88 182.92 2~6.39 388.34 337.29 439.34 193.75 582.71 418.98 542.56 1 .ii/i 1.88 1 .ii8 1 .ii8 1 .iiii 1 .~/i 1.88 1.88 PAGE 35 33 3148~.8~8 67~.~ 5~3.94 .e~ .29 .~ 111.25 3148e.~ 94~.~ 585.78 1.84 .22 .Be 117.77 3148~.~ 1~5~.~ 5~6.33 .55 .18 .~ 118.8~ 31488.~BB 134~.~B 5B7.71 1.38 .~3 .BB 119.4B 315BB.BEB 67BB.BB 5B4.B1 .eB .B7 .BB 111.53 315BB.BBB 94BE.BB 5B6.86 2.85 1.B8 .BB 119.B3 315~B.BBB 1BSB~.BB 5~7.78 .92 1.45 .eB 119.43 315~B.B~B 134B~.B~ 51~.16 2.37 2.45 .BB 552.41 31758.B~B 67~.~B 5~4.61 3175~.~Z 9488.88 5~7.53 3175~.~B I~5BB.B~ 5~8.5B 3175~.~ 134~.~ 51~.84 5~5.B7 5B7.94 5~8.9~ 511.23 5BS.B7 5B8.72 5B9,65 511.92 2.92 .97 2.34 .BB 2.87 .96 2.33 2.65 .93 2.28 .6B .68 .72 .68 .45 .4B .4B .39 1.1~I .78 .75 .69 5~6.45 .BB .38 .BB 5B8.97 2.52 .26 .BB 5B9.88 .91 .24 .B~ 512.13 2.24 .21 .B~ DIFNSX I 11/B5/87 16:27:55 SECNO Q Q, EEL DIFKNS DIFNSP 5B9.B1 2.49 .B3 .BB 5~9.92 .91 .~3 .BB 512.15 2.24 .B2 .B~ 3487B.BBB 73BB.BB 5B8.42 .BB 1.91 .BB 34878.~B 1~.~ 51~.29 1.87 1.29 .~ 3487B.BBB 112BB.~B 511.B8 .79 1.16 .B~ 3~87~.8~ 1~2~.88 513.89 2.81 .93 .8~ 3545B.BBB 73BB.BB 5B9.85 .BB 1.42 ,BB 3545B.BBB I~BBB.BB 511.44 1.59 1.15 .BB 3545~.BBB 112BB.BB 512.14 .7B 1.B6 .~ 3545B.BBB 142BB.BB 514.~B 1.86 .91 .BB 3557E.EeB I~8B~.BB 511.7B 1.57 .26 .BB 3557B.BBB 112B~.B~ 512.39 .7~ .26 .~ 219.58 241.35 248.57 26B.8~ 223.45 247.47 255.54 285.79 243.34 261.B9 267.32 282.58 228.95 248.12 254.58 27~.11 TOPWID 229.4B 248.32 254.67 27B.23 241.B9 254.24 259.79 273.~ 228.25 237.92 244.B3 297.27 23B.B3 239.56 258.B1 25~.~ 99~.~ 13eS.BB 13e5.BB 13e5.BB 285.BB 285.BB 285.BB 285.BB 53B.Be 121~.B~ PAGE 36 34 3557~.~e~ 142ee.e~ 514.25 1.86 .25 .BE 3~E.E6 12e.E~ 3577E.EeE 73~.8E 51E.49 .~ .3G .BE 3577~.~eE 18e~.EE 512.~2 1.53 .32 .BE 3577~.~ 112~.~ 512.71 .7~ .32 .~ 3577~.~e~ 142ee.e8 514.53 1.82 .28 .BE 1 11/1~5/87 16: 27: 55 226.82 238.81 244.27 258.54 PAGE 37 S~RY OF ERRORS AND SPECIAL NOTES CAUTION SECNOm 25~85.BB~ CAUTION SEONOm 25e85.~Be 1 11/85/87 16:27:55 PROFILE- 3 CRITICAL DEPTH ASSLI~D PROFILE- 3 MINIHUM SPECIFIC ENERGY PAgE 38 FLOO0 INSURANCE ZONE DATA FOR GRAPEVINE CREEK FLOOD HAZARD FACTOR FOR ENTIRE REACH USING SECTIONS SECTION CUMULATIVE ELEVATION DIFFERENCE NUMBER DISTANCE BETNEEN BASE FLOOD AND lB 2 ~.2 1535~.~ ~. -1.48 -.41 .89 15448.~ 9~. -1.28 -.34 .74 1547~.~ 12~. -1.32 -.35 1.87 1552~.~ 17~. -1.37 -.38 2.33 156~.~ 25~. -1.27 -.31 1.77 1561~.~ 26~. -2.45 -.1.46 2.52 1563~.~ 28~. -2.51 -1.5~ 2.66 1564~.~ 29~. -2.52 -1.49 2.65 1565~.~ 3~. -2.52 -1.49 2.64 1566~.~ 31~. -2.48 -1.49 2.65 1568~.~ 33~. -2.61 -1.49 2.65 1573~.~ 38~. -2.65 -1.47 2.64 1648~.~ 113~. -2.62 -1.22 2.42 176~.~ 225~. -2.12 -.85 2.~7 1798~.~ 263~. -1.67 -.55 1.61 1815~.~ 28~. -1.69 -,55 1.6~ 1821~.~B 286~. -1.7~ -.54 1.58 1824B.~ 289~. -1.86 -.59 1.67 1832~.~ 297~. -1.54 -.49 1.46 1845~.~ 31~. -1.53 -.48 1.39 185~.~e 315~. -1.41 -.5~ 1.55 1857~.~ 322~. -1.2~ -.25 35 F F F F F F F 186ee.e~e 18615.~E~ 18658.~8 .188 .288 .388 28548.888 2169~.ee8 226~.~ 2.~ 5.888 24958.~ 6.888 25~85.~88 25135.~88 25185.~8 1 11/~5/87 25235.888 2528~.~e~ 25325.8~ 25375.~8~ 25421.~8 25422.~8~ 25542.~8 25545.888 25568.888 25618,8~8 25668,888 25714,888 25754,~8 26178,888 26558,888 274~.~ 2757~.~8~ 2762~.~E~ 3~189,8~ 325e. 3265. 33~8. 381~. 428~. 465~. 519~. 5625. 6815. 6348. 6878. 725~. 782e. 8558. 9~15. 9575. 972e, 964e, 1~16e, 1~218, 16:27:55 1e26E. 1~385. le35~. le4~. 18446. 1E447. 1~567. 1~568. 1~593. 1~643. 1~693. 1~739. 1~779. 18845. 11195. 11575. 119~5. 12878. 1249~. 1263~. 1266~. 1271~. 1522~. 15279. 15288. 1529e. 15291. 153~1. 1648~. -1.88 -3.64 -3.94 -2.52 -2.45 -1.61~ -1.65 -1.81 -1.71~ -2.~J~ -2.29 -2./+7 -2.1~5 -2.48 -2.41 -2.41 -2.52 -2.62 -2,56 -2.42 -2.66 -2.62 -2.62 -2.68 -2.76 -2.78 -2.85 -2,84 -2.85 -2.86 -2.82 -2.81 -2.87 -2,91 -2.68 -3,14 -2,74 -2,11 -2.24 -2.52 -2.69 -2.27 -2.37 -3.19 -1.48 -1.38 -1.29 -1.55 -1.86 -2.45 -2.5~1 -.46 -1.11 -1.15 -.94 -.85 -.52 -.53 -.54 -.58 -.58 -.64 -.53 -.66 -.65 -.65 -.68 -.7e -.68 -.76 -.65 -.64 -.66 -.69 -.69 -.71 -.71 -.71 -.72 -.711 -.78 -,72 -.73 -.73 -,74 -,62 -, 64 -.75 -.68 -.56 -.59 -1.8~ -.1~1 -.189 -.~4 -.18 -.31 -.53 -.59 36 1.16 3.1~9 3.13 2.84 2.62 1.97 1.78 1.64 1.83 1.17 1.211 1.37 1.26 1.49 1.46 1.49 1.47 1.51 1.46 1.69 1.16 1.15 1,17 1.23 1.31 1.33 1.39 1.39 1.4~1 1.41 1.36 1.36 1.43 1.46 1.48 1.62 1.55 1.34 1.41 1.61 1.61 1.72 4.12 -.~.9 -,4~1 -.62 1.~ 1.76 1.52 PAGE 39 16574. -2.39 -.55 1.38 16594. -3.77 -.92 2.37 16844. -3.89 -.97 2.34 17834. -3.83 -.96 2.33 19135. -3.58 -.93 2.28 19424. -3.43 -.91 2.24 19434. -3.44 -.91 2.24 19964. -2.65 -.?9 2.el 245~. -2.29 -.74 1.86 2e664. -2.2? -.?4 1.86 2~864. -2.22 -.74 1.82 WEIGHTED AVG FOR REACH -2.53 -.73 1.85 FHF FOR THE REACH - E25 WITH 85.5 PERCENT OF THE REACH WITHIN 1.4 FEET ZONE FOR THE REACH - A 5 1 11/~5/87 16:35:38 PAGE HEC2 RELEASE DATED NOV 76 UPDATED HAY 1984 ERROR CORR - 81,42,~3,44,45,46 MODIFICATION - 54,51,52,53,5~,55,56 IB/~-PC-XT VERSION THIS RUN EXECUTED 11/45/87 16:33:3B 37 APPENDIX 2 b) PRIOR CONDITIONS EXTENDED FIS BASE MODEL - HEC-2 I O0-YEAR ULTIMATE DEVELOPMENT FLOWS * WATER SURFACE PROFILES * VERSION OF NOVEMBER 1976 UPDATED HAY 1984 * IBM-PC-XT VERSION RUN DATE 11/85/87 TIME 16:55:42 # U.S. ARMY CORPS OF ENGINEERS * THE HYDROLOGIC ENGINEERING CENTER * 689 SECOND STREET, SUITE D * DAVIS, CA/.IFORNIA 95616 * (916) ~8-2185 (FTS) 448-2185 11/85/87 16:55:42 X X X)O(XXXX X)O(XX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X X)OOOO(X XXXXX HEC2 RELEASE DATED NOV 78 UPDATED MAY 1984 ERROR CORR - 81,82,83,84,85,88 MODIFICATION - 58,51,52,53,54,55,56 IBM-PC-XT VERSION XX)(XX X X X XXXXX X X XXXXXXX PA~ I THIS RUN EXECUTED 11/85/87 16:55:43 ORAPEVINE CREEK, COPPELL, DALLAS COUNTY, TE~ ULT 2 YEAR DISCHARGE EXTENDED FLOOD INSURANCE STUDY C T1 T2 T3 GRAPEVINE CREEK ( 54782 -- GREXTULT ) Jl ICHECK lNG NINV IDIR STRT METRIC 32 NPROF IPLOT PRFVS XSECV XSECH FN OCT 1987 HVINS Q WSEL FQ .8 8. 455.538 .8~8 ALLOO IBW CHNIM ITRACE J3 VARIABLE CODES FOR SUltRY PRINTOUT 158.888 .888 .888 .888 .8~8 .888 .888 .88~ J5 LPRNT NUMSEC #*"*"*"#REI~UESTED SECTION NUMSERS*#~*"*** .888 NC .~Td .dTd .~5~ .la .3a .ad QT 6.~a 69a.a~ 97a.da 1lad.ad 142a.da 16la.ad PROFILE SECTION G - SURVEY SECTION 7 Xl 1535~.a~ 56.ag 1527.da 1588.da 12a.ad 1)dd.ad llBg.ae .ag .ag 68 48~.9~d lda.a~ 475.ddd lla.d~d 47d.5dd 12J~.a~ ~$.8a 1249.a~ ~59.1d~ 1258.a~ 68 456.3d~ 1271.da 462.7~d 1295.ad 462.7dd 13~d.a~ 46~.a~ 1326.ad 459.7a 1344.~d~ 68 459.6a 1352.da 459.6~ 139~.a~ 459.5d~ 1425.a~ 459.8a 1437.~a 459.5a 145~.a~ 68 454.7a 1482.d~B 455.1~ 15~.a~ 454.8~e 1527.a~ 441.4a 1545.~a 441.3a 1569.aB 68 454.66~ 1588.aE 454.7de 16dd.a~ 454.1a 17a.aB 453.1a 1sa.da 453.6a 1882.a~ 68 456.7a 1898.ad 456.9a 19~9.ea 457.aE 1919.da 455.da 1941.ad 455.2a 1949.da GR 456.5~d 2aE.ad 458.2a 21a.~a 461.5a 22a.de~ 467.7dd 23~d.d~d 474.da 24a.Ea BELT LINE ROAD - DOt~STREAH SIDE PROFILE SECTION H - SURVEY SECTION 6 X1 1544~.a~ 38.a~ 1125.da 1272.ad 25.~a 35d.da 9~.a~ .a~ .da .Ea 68 48d.ga 658.d~ 47d.sa 758.ad 465.8a 8~7.~a 463.5a 82g.ad 462.7a 855.da 68 461.a~ 879.a~ 459.7a 897.~a 459.6a 943.da ~59.5a 979.a~ 459.8a 99~.da GR 459.7a lad.aB 46~.5dd lldd.a~ 466.5a 1125.~a 457.2a 1125.da 454.9a 11~6.a~ 1 11/d5/87 16:55=42 PA(~ 68 454.9a 1137.Ea 45d.a~ 1145.aE 442.2a 116d.aE 439.7a 1177.da 439.7a 1179.aE P~ 441.1a 1222.a~ 441.1Ed 1224.a~ 441.6E~ 12)d.ad 446.4a 124d.da 45~.1dd 1248.aE 68 45~.1d~ 1249.ad 456.2dd 127~.a~ 457.4d8 1272.a~ 46~.5a 1272.~a 46d.5~ lSdd.a~ 68 46d.2a 14a.da 46~.2d~ 1461.ad 46~.2dd 15E~.a~ 46d.sa 16a.a~ 462.5d~ 17a.ad 68 464.6dd 1sa.ad 466.4a 19a.ad 469.1dd 2ad.a~ .ad .ad .a~ .aE .dee 459.1~1 459· 7dd 455.2~d · e~e Xl 1552d.d~d 1B.ea 1527.ea 16es.Ea 5d.da 5d.ad se.ac .EEO 68 48d.9de l~a.ae 475.da 1la.ad 47d.5a 12a.d~d 463.8a 1249.a8 GR 458.3dd 1271.da 462.7a 1295.ddd 462.7~d 13~d.ad 46~.5~ 1326.a~ 68 455.6d~ 1527.ddE 441.$a 156d.da 441.8a 1585.ad 455.6~ 16~8.aB 68 46d.a~ 223d.da 47d.ad 24a.ad 475.a~ 26d~.a~ .a~ .da .ea 1256. ~la 1344.da 17~11. a~l ST LOUIS & SOUTHNESTERN RAILROAD - DOI4~TRE/~I SIl~ PROFILE SECTION I - SURVEY SECTION 9 Xl 156~.8~ X5 1~.~ SR 462.7~ GR 455.~ I GR 442.3~ ~ GR /~.6. GR 456.4~ P=" GR 464.2J1~ SB 1.~5~ 2.475 X1 1561~.E~E .~ ~ X$ 1~.~ ~ BT .~ 1~5~.~ ~T .~8 ~ BT .8~ X1 156SE.ESE 2~.~ GE 47~.E~ I~.~E GR ~$~.E~ 1~52.ESE GR ~5~.~ 1115.~E ~R ~5~.~ 121~.~E~ GR ~61.76~ 126~.E~ 1 11/85/87 16:55:~2 NC .~ .B~ X1 1564~.~ 24.B~ GR 47~.~E 1~.~ GR 46~.~E l~52.E~E GR 45~.~ 11~2.~E GR 45~.~ GR 461.76~ 1255.ESE 28.~ I$21.EE~ 145~.~ 5~.E~ I~E.E~E 8~.~ .~ .~ · ~ .~E~ .~ .~E~ .~e .~e 459.4~E 459.4~ .~ 1~.~ 462.6E~ 11~.8~ 462.6~E 12~E.E~E 462.8~E 13~E.E~E 462.7EE 1521.E~E 1321.~E 448.4E~ 1353.~ 448.4~ 1334.~ 442.4~E 1349.E~E 442.4~E 135E.~E 1378.~E 442.3~ 1379.~ 441.6E~ 1392.~ 445.58E 14~E.E~ 446.E~E 141E.~E 1411.EeE 449.E~E 1423.EeE 449.E~E 1424.~EE 452.6EE 1437.~E 452.6~E 1438.EEE 145~.~ 461.7~E 145~.E~E 462.9~E 15~E.~E~ 463.4E~ 16E~.~E~ 463.8E~ 18~.~B~ 464.88~ 19~.~ 465.48~ 2B~.~ .~ .~B .~ .~B 1115.~E~ 121~.8~ 3~.EE~ I~.B~ 2E.E~E .~ .~1~ .ed ~68.~ 1~2~.~ 466.~E~ 1~26.~ 464.E~E 1~38.E~E 462.E~E 1~45.~B 458.~ 1~6~.~ 456.~ le68.~ 454.~8~ 11E~.~B 452.~E 11~5.~ 442.~E 1138.E~E 441.8~E 1132,~E~ 441.7E~ 1156.~EB 442.~E~ 116~.~EB 452.Ee~ 122E.~e8 4,54.~eE 125~.~B~ 456.~ 1248.~8 468.~1~ 125~.e~ 462.~e~ 147~.9e~ 464.~e~ 177~.eee 466.~ 197e.e~e .eB~ .ee~ PAGE Xl Xl 1566~.~E~ 24.~ ~ 47~.~ I~.~B ! GR 46~.~ 1~5~.~ GR 45~.~ 1~89.~ ~ GR 45~.~E 117~.~EE i GR 451.76~ 1235.~ NC .E7E .~7~ .B5g .1E~ .3E~ .Ed .E~g .dEe .dE Xl 156BE.Egg 24.~ 1~52.~ 124B.EEg 2g.E~ 15.EEE 2E.EEE .~1 .~ GE 47~.~ 1~.~ 466.~E 1~12.~ 466.~ 1~23.E~ 464.E~ 1~38.~ 462.~ GE 46~.~8 1852.888 458.888 1868.888 456.888 1~68.8~8 454.888 1875.888 452.888 1882.888 GR 45~.8~8 1~88.8~8 442.888 1182.888 441.838 1184.888 441.738 1138.888 442.888 1132.888 ~R 458.888 1168.888 452.888 1185.888 454.888 1228.888 456.888 12~8.888 468.888 1248.888 GE 461.768 1258.888 462,888 1468.888 464.888 1758.888 466.888 1958.888 .888 .888 Xl 15738.888 28.888 1899.888 1587.888 5~.888 38.888 58.888 .888 .888 GR 478.888 1~88.888 468.888 1~55.888 466.888 1878.888 464.888 1888.888 462,888 SR 468.8~8 1899.888 458.888 1138.888 442.888 1142.888 ~41.858 1144.888 441.758 GE 442.888 1172.888 458.888 1192.888 452.888 1218.888 454.888 1267.888 456.888 GE 46~.888 1387.888 461.768 1517.888 462.888 1527.888 464.888 1617.888 466.888 QT 6.888 6988.888 9788.888 11888.888 14288.888 15388.888 5288.888 PROFILE SECTION J - SURVEY SECTION START LAND OEVELOPEMF. NT FILL ON LEFT OVERBN'~IK Xl 1648B.888 24.888 1634.888 1722.888 838.888 658.888 758.888 .8~1 .8~ .~18 X3 .888 .888 .888 1398.888 478.888 2146.888 478.888 .8~ .8~ .8~ GE 485.588 1888.888 488.488 1188.888 473.9~ 12~.~ 466.5~ 13~.~ 458.7~ 14~.~ GE 456.3~ 158~.~ 454.9~ 16~.~8~ 457.1~ 1634.8~ ~5.~ 1665.~ ~2.78~ 1683.~ GE ~.8~ 17~.~ 457.28~ 1722.~B~ 455.9~ 18~B.B~ 455.6~ 19~.~B 455.6B~ 2~.~ GR 456.1~ 21~.~B 455.~ 2116.B~ 465.4~ 21~.~B ~5.~ 2151.~ 4~.B~ 217~.B~ GR 463.5B~ 22~B.~ 465.B~ 2261.B~ 468.6~B 23B~.~ ~9.2BB 2522.BBB .~ .B~ .888 · ~86 458.788 459.5~ .8~1 qT 6.888 7588.888 X1 176~8.888 14.888 X3 .888 .888 GE 488.888 958.888 GE 457,588 1535,888 6R 459.686 1718.~88 1 11/~5/87 16:55:42 PAGE 4 Xl 17988.888 28.888 1488.888 1598.888 688.888 268.888 388.888 .8~1 .888 .~88 X3 .888 .888 .888 1898.888 478.888 .8~ .8~ .8~ .8~ .8~ ~ 4Se.eee 1165.~8e 4se.eec 12~.~ 4se.eec l~.eee 4sE.eec 1495.888 4~.~8 1585.888 aR 452.eee 1522.eee 458.eee 15se.eee ~.1~ 155e.eee asa.eec 1578.eee 45e.e~ 15~.eee Xl 18158.888 17.888 1488.888 1558.888 168.888 XS .888 .888 .888 1858.888 478.888 .eec .eec .eee .8~ Xl 18218.888 16.888 149~.868 1545.888 68.868 65.6M 68.888 .888 .888 .~ X3 .888 .888 .888 1858.888 476.888 .888 .888 .8~ .8~!1 .~ C_~ 478.888 1888.888 468.888 1838.888 466.688 1845.888 464.888 1885.888 462.~8 1138.~16 GR 46~.~88 115~.~8~ 458.~ 124~.~ 458.~ 1498.~8 458.~ 151~.~ ~.~8 1525.~ ~ 45~.~8~ 1535.8~e 86~.~ 1545.8~ 46~.~ 1685.888 468.~8 1658.~8 ~9.85~ 16~.~ Xl 18248.~88 14.888 1488.888 1553.888 38.888 X3 .888 .88~ .888 1842.888 478.8~8 GR 478.888 1888.888 468.888 1835.888 466.888 GR 468.888 1155.888 468.~88 1488.888 458.e88 GR 468.888 1553.888 468.888 1618.888 469.988 X1 18328.888 14.888 151~.888 1588.88~ 88.888 8~.~88 88.888 .SU C-R 478.88~ 1888.8~8 468.888 1848.888 466.888 1862.888 464.~8~ 1185.~88 6R 46~.888 1195.888 468.8~ 1458.888 468.~ 1518.888 458.888 1535.88~ GR 458.88~ 1568.88~ 46~.~88 1588.888 468.88~ 1678.888 478.888 1698.888 Xl 18458.888 17.888 1465.888 1538.888 128.888 168.~88 X3 .888 .8~8 .888 1865.8~8 478.888 .88~ C-R 478.888 1~U.888 468.888 1855.888 466.888 1888.88~ GR 468.888 1248.8~ 46~.~8~ 1385.8~8 468.888 1465.~ GR 458.~ 1518.~ 468.~8 1538.888 462.8~8 1675.88~ GR 468.8~8 1778.~8~ 478.8~8 1788.888 .8~8 .~ PROFILE SECTION K - SURVEY SECTION 11 END LAND DEVELOPEMENT FILL ON LEFT 0VERBAI~K Xl 18588.888 48.888 4938.888 5825.888 X3 .888 .888 .888 4553.888 SR 487.2~8 4858.888 484.5~8 41~8.888 482.388 GR 474.388 4388.888 472.488 4358.888 GR 466.188 4558.888 464.388 468~.888 463.788 GE 462.388 4888.888 462.3~ 4858.888 451.6~8 GR 462.888 4938.8~8 458.588 4946.~8~ 454.5~8 Gl{ 448.588 499~.~88 451.588 5~8.888 459.58~ GR 462.48~ 518~.~ 462.3~ 515~.~ ~5.8~ 1 11/~5/87 16:55:42 479.388 469.38~ 463.?J~ 461.688 461.888 468,588 1138.888 42~8.8~18 4458. ~18 4918.888 4978.888 5it25.88ll 5258.8~1Jl .888 · 888 462.888 .888 462.88it 447.1 .~8 .~18 447.5Jt8 466.U8 476.788 467.9~8 462.288 461.888 447.6~ 461.51m 472.688 · 888 .888 1148.E~!! 1548.888 .888 .888 1158.888 1542.~8~ .ed8 117~.888 149~.~J!8 1738. 4258.888 4758.888 4928.888 4983.8~1 PASE 6R 472.988 5298.888 47E.688 5298.888 475.128 5358.888 475.9~8 5388.888 479.388 5448.E~8 PROFILE SECTION L - SURVEY SECTION 12 PRE-DEVELOPED BRIDGE -- FIS DATA ON friAR. 1979 HOORE ROAD - D01~TREAH SIDE Xl 1857~.~ 27.8~ 17~.~g~ 182~.~ 7g.~Eg 7g.8g8 7g.g~ BT 2.~8~ 17~8.8~8 467.188 C,,-R467.1~ 14~.E~E ~6.3EE 15~.~ 466.6gg 16~.~8 ~7.1~ 17~.B~ ~.~ 17~.~ ~ 461.~ 17~.~ 455.9~ 1731.~ ~.7~ 1741.~ ~.~ 1741.~ ~.~ 1743.~ ~ 449.7B~ 1743.B~B ~7.7B~ 1754.~BB ~9.1~ 1769.~B~ 455,7~ 178~.~B ~.BB~ 178~.~B~ ~ 464.~B~ 1782,B~B 455.7~d 1782.B~ 456.~B~ 1787.~Bd 46B.2~ 1~2.~ 462.~ 1818.d~ GR 464.d~d 182~.Bd~ 467.1~d 18~.~BB 468.3~B 19~d.~d 471.6~B 2BB~,~ 473.9~ 2~78.~ ~ 473.7~ 21~B.~ 477.1~ 22~.~dB .~d .B~d .d~B .BB~ .BBB .~d MOORE ROAD - UPSTRF. N~ SIDE Xl 18615.e~ 19.~E~ 135~.~ 15E~.eEe 15.BEE 15.E~E 15.E~ .~E~ GR 476.3~ 1~.~ 47~.5~ 1~5B.~ 464.588 GE 461.4~e 125~.~ 46~.5~ 13~.ee~ ~59.7~ 135B.E~E 458.3~ 13g~.~E~ ER 4~7.4ee 1428.BEe ~57.6~E 1444.Bee 461.eBB 1See. EM 462.7ee SE 466.5~ 165~.~ ~69.3e~ 1695.~ ~73.4~ 1741.E~B 473.5~ 175~.~ .BBB 462.~BB 44.7.7BB 4~4.e~e .BBB 12BII. 14~6.B~B 16BII.II~l Xl 1865~.e~ 32.~ 18~$.~ 1868.Bee 35.B~B 35.BBB 35.BBB .EBB .7BE .EBB GE 482.6~B 11E~.Be~ ~78.3B~ 12E~.e~ 469.2eB 13e~.~B 465.2~ 1372.B~ 463.3~ 1376.B~ GE 467.3~ 138~.~ee ~66.8~e 14~.~ 466.5B~ 1416.E~ 463.4~e GE 462.$~E 16BE.Bee 461.6Ee 17BB.~E~ 462.4Ee 18eS.EBB Z~47.5~E 183~.~E~ 446.8~B 1841.~ 6R 448.1~ 1855.8~ 462.eBB 1868.e~8 462.$~ 19~.~ 46~.1~ GE 472.5~E 2155.e8~ 475.2E~ 21~4.8~8 472.?e~ 214~.ESE 47~.?~E 2157.~e~ 475.6B~ 2185.B~E 6R 476.4~ 22e~.B~e 477.~ 225e.eee 4?8.288 2265.e~B {~R 476.2~ 2321.~8e 478.$~ 2~49.B~ .~B~ SECTION ADDED BY ~ ENeIN£ERS FRON COPPELL TOPO 1E/23/87 ? Xl .le~ 2E.B~E 465.~eE 56E.E~E 3SE.EBB 275.BBB 51~.eEE .Bl~ .~!1~ .~!1 I ~R 478.e~ .~ 476.E~E I~.E~E 474.E~E 25.~ 472.eBB 35.~eB 47~.~B~ 65.~E GR 468.e~B 6~.~e~ 466.Be~ 1B~.~B~ 464.B~ 12~.Be~ 464.BBB 465.B~ 46B.B~B 48E.B~ 1 11/~5/87 16:55:42 SECTION ADDED BY NOH ENGINEERS FROH COPPELL TOPO ~6/27/87 PAGE SECTION ADDED BY ~ EN~ZNEERS FROH COPPELL TOPO 1~/25/87 PROFILE SECTION )1 - SURVEY SECTION 1~ SECTION MODIFIED BY ~ ENGINEERS BASED ON COPPELL TOPO B6/27/87 Xl 2~54e. BBB 19.eBB 1497.Bee 159e.Bee )7e.eBe $5e.~B~ 54e.eee .eeB .Bee .Bee GR 4ge.Bee 1B2B.eee 478.ee~ 1e52.eee 47~.eee 1e74.eee 474.gee 11ee.~ee 472.~ 1134.~eB GR 47B.BeB 116e.eee 468.eeB 1192.eeB 466.Bee 12)e.eee 465.~ee 1395.~Be 466.BBB 1497.gee 6R 46e.eee 1515.Bee 452.6ee 1529.gee 452.6ee 1552.gee 46e.eBe 1575.gee 466.gee 159e.e~ GR 47e.eee 16ge.gee 478.gee 1622.eBe 4ge.gee 1626.eBE 48e.5ee 1655.gee .Bee .eeB qT 6.gee 75ge.eBB 1Bsee.BeB 118~e.BeB 15lee.gee 161e~.eBe SECTION ADDED BY NOM ENGINEERS FROM COPPELL TOFO e$/27/87 X1 .See 19.eeB 45e.BBe 5B2.eee )is.gee 415.gee 435.BBB .B~ .eeB .Bee GR 484.Bee .gee 482.eee 25.Bee 48e.e~e 55.~BB 478.~ee 8B.Bee 476.~BB 1B2.eBe GE 474.B~e 128.Bee 472.gee 146.Bee 47e.eee lg6.~ee 468.eeB 25~.~e~ 40e.eee 45~.ee~ GR 454.eBe 475.gee 454.Bee 49e.Eee 46e.eBe 524.eeB 47e.BBe 582.Bee 472.eBB 6Be.ese GR 474.Bee 62~.Bee 4ge.gee 65e.eBe 482.~e~ 665.e~e 484.e~e 6ge.gee .eBe .~1 SECTION ADDED BY ~ EN6INEERS FROM COPPELL TDPO 1B/23/87 Xl .6ge 12.e~e 37e.eee 455.Bee 3ge.Bee 3Be.gee 3ge.gee .eBe .e~e .E~ GR 4ge.Bee .eec 474.Bee 6e.Bee 472.gee le5.~ee 47B.eee 14~.eee 47e.~ 37e.eee ~ 46e.eee 3es.gee 455.eBe 4es.gee 455.Be~ 415.gee 46e.eee 435.B~e 47e.~e 455.~e~ GR 474.gee 545.~eB 4Be.gee sss.gee .Bee .ee~ .Bee .Bee .~Eit .~e SECTION ADDED BY AEI ENGINEERS FROM COPPELL TOPO e3/e$/87 16:55:42 11/e5/87 PA~E Xl 216ge.gee 19.BeB 11ge.gee 1255.eeB 1Be.gee 3e~.BBB 325.~ .ee~ GE 482.~ee i~ee.~B~ 48E.E~E l~2Jl.e~ 478.~B 1~55.e~e 476.~ leB~.~ee SR 472.gee 115~.~B~ 47~.ee~ 119e.~ee 46~.~e~ 12ee.e~e 456.e~e 12~5.~e~ GR 456.Bee 122~.e~ 45~.~e~ 12)e.~B~ 47~.ee~ 1255.~e 472.e~e 1)95.e~e GR 476.Bee 15)e.e~ 478.~ee 1555.gee 48e.eee 158~.eee 482.gee 161e.eee F F K' SECTION ADDED BY NOM ENGINEERS FROM COPPELL TOPO B6/27/87 .~ 474. 455. g~ 474. e~ .~l~le 11115. 121e.~ 1495 QT 6.eBe 75gE.gee 1B5E~.eeE 118ge.geE 151ee.e~l 16eE~.EEE 513e.~e PROFILE SECTION N - SURVEY SECTION 14 .emi F GR ~87.7~E I~.~EE ~85.2~E 11~E.~ ~78.6~ 12~.~E~ ~7~.3E~ 1233.g~g ~72.~E~ GE ~73.~E 1397.~ ~58.6~ 1~12.~ ~59.~ 1~25.~ ~61.5E~ l~35.E~E ~74.7E~ 1447.~E~ SECTION ADDED BY NDH ENGINEERS FROH COPPELL TOPO i~6/27/87 SECTION ADDED BY AEI ENGINEERS FROH COPPELL TOPO SECTION ADOED BY NDH ENGINEERS FROH COPPELL TOPO i)6/27/87 NC .ese .~8~ .05e .BeE .~se SECTION ADOED BY NDH ENGINEERS FROI~ COPPELL TOPO ~6/27/87 ~6/27/87 SECTION ADOED BY NOH F.I~INEERS FROH COPPELL TOPO GE 491.~ .~ 49~.e~ 25.~ ~88.~e 4e.~Ee 486.~e~ 52.E~E 484.~ 78.~e ~ SE 486.888 418.888 488.888 475.888 498.888 535.888 .888 .888 .888 .888 X1 24938.888 SE 494.888 ~R 484.888 SE 466.488 SE 486.888 28.888 1312.888 1398.888 178.888 158.888 228.888 .888 .888 .888 1888.888 492.888 1825.888 498.888 1138.888 488.888 11Z~1.888 488.888 1158.888 1168.888 482.888 1188.888 488.888 1288.888 472.888 1312.888 478.~88 1~48.888 1355.888 466.488 1365.888 478.888 1375.888 488.888 1398.888 484.888 1418.888 1448.888 488.888 1498.888 498.888 1538.888 492.888 1588.888 494.888 1628.888 SECTION ADDED BY NON ENGINEERS FROH COPPELL TOPO 18/27/87 Xl 8.888 15.888 184.888 283.888 58.888 95.888 98.888 .8~ .888 .888 SE 491.888 .888 498.888 35.888 484.888 65.888 482.888 98.888 488.888 178.888 SE 476.888 184.888 478.888 285.888 466.888 215.888 486.888 225.888 478.8U 245.888 SE 476.888 263.888 488.888 275.888 486.888 325.888 488.888 375.888 49~.888 438.888 NC .888 .888 .845 .888 .888 .SU .888 .888 X1 25885.888 16.888 1537.888 1627.888 45.888 85.888 88.888 .~8 SE 498.888 1417.888 488,888 1425,888 486.888 1437,888 464.~8 1445.~8 SE 488.788 1537,888 472,888 1568,888 467.3~ 1564,888 467.188 1572.888 SE 478.488 1593,888 482.588 1627.888 482.488 1641.888 466,888 1758.888 SE 498.888 1848.888 .8~ .888 .8~ .888 .888 .8~ 483.8~1 1588. 888 467.2~8 1585. 888 488. 888 1788. 888 Xl 25135.888 18.888 1534.888 1623.888 48.888 68.888 58.888 SE 492.888 1325.888 498.888 1417.888 488.888 1427.888 486.888 GR 481.888 1588.888 481.488 1534.888 473.588 1556.888 467.188 SE 467.188 1584,888 478,588 1593,888 478.488 1688.888 484.288 SE 486.888 1765.888 488.888 1885.888 498.888 1845.888 .888 1 11/85/87 18:55:42 IfflPR~E~'~E~fl' F~ DENTGN START CHAI~EL Xl 25185.888 22.888 1128.888 GR 46~.888 918.888 492.888 6R 484.888 1858.888 482.888 SE 467.688 1148.888 469.888 SE 481.888 1196.888 482.888 SE 498.888 1324.888 494.888 Xl 25235.888 21.888 1879.388 1166.888 SE 494.888 928.888 492.888 1888.888 SR 484.889 184~.88~ 482.888 1868.888 SE 467.988 1186.388 469.888 1145.888 GR 482.888 118~.888 483.888 1186.888 SE 494.8~8 1275.888 .888 .888 TAP ROAD BRIDGE REPLACEHE]YT PRO0 PAgE 48.8~ 58.888 1818.8~ 468.888 1838.888 466.8~1 1838.888 1168.888 475.888' 1176.888 488.8~ 1186.888 1286.888 464.888 12~8.8~ 485.888 1389.~EE 488.888 182.B.81~ 486.888 1838.888 477,9~E 1882,588 467.9~8 1~94.48~ 488.888 1166.888 481.888 1178.888 485.888 1251.888 49~.888 1265.888 X1 25288.888 18.888 1846.388 1153.888 8R 494.888 928.888 492.888 1888.888 ~R 484.888 1843.388 482.288 1846.388 SE 475.888 1141.888 468.8~ 1151.8~ GE 485.888 1214.888 498.888 1228.888 468.288 1861.788 467.4~ 1869.$~ 469.~8 1158.888 461.8~1 1153J88 462.eee 1179.~ ~.~8 1174.888 Xl 25325.EaB 21.MB 1B23.BM 1173.BM 5B.BM 3B.BM GE 494.BM Sla. MB 491.8M 1EM.BM a87.MB 1B23.eee GE ~75.BM la~2.BM 47B.BM 1eSe. MB 467.8M 1e55.2M GE 468.5BB 1B86.8M 469.eM 1129.MB ~TB.Me 1151JM GE 461.Ma 1152.MB 482.Bee 1168.eee 484.MB 1175.Me GE 49~.MB 1212.MB .aM .aBe .aBe .eBB Xl 25375.MB lg. BM 1Me.MB 1162.Me 5e. MB 5B.Me SE ~94.BM 88e.eBe ~91.3M 1MB.MB 487.Me 1e17.BM GE 469.BM 1125.MB 47B.MB 1127.Me 475.MB 1136.MB GR 482.BM 1165.aM 485.BM 1171.MB 49B.BM 1182.BM 45 .BBB 485.eM 467. gM 475 .M~I 485.Me 485.BM 4Be. BM .eM 1B2e. MB 1118JM 1146.Me 1191 .BBB JM 48B.eM 467. 48B.Me 4ge.eM · MB 4M. BM 467.9M 481 le$7.MB 1eTg.6M 1149.Me 12el.Me .BBB .eM 1B3B.BM 1121.7M 1148.MB · IIM Xl 25421.Bee 11.MB 11M.BM 13eS.BM 84,MB 1B.eM 46.eM .Me .Me GR 495.BM 1MB.MB 495.MB 11M.MB 469.43B 11M.Me 466.5M 1147,Me 466.eM 119e.eM GE 468.5M 1235.MB 481.62e 1263.BM 462.BM 1282.Me 491.75B ISBS.BM 495.eM PROPOSED DENTON TAP RON:) BRIDGE - DONNSTREAH SIDE Xl 25422.BBB 1B.MB 11M.BM 13aS.BM 1.MB 1.BM 1.Me .Bee .Bee BT -4.BM 11Be.MB 495.BM 49e.33B 117B.MB 495.BM 49e.57e 1235.Me 495.eM 49B.47B BT .BBB 13B5.Me 495.BM 491.75B .BM .MB .W .Me .eM .eM GE 495.BM 1MB.Me 495.BM 11M.Me 489.4:~ 11M.BM 468.5M 1147.Me 468.3M 1157.5M GE 49B.57B 1167.5M 49B.57B 117B.eM 468.2M 117B.MB 468.Me 119~.Me 468.5M GE 49B.47B 1255.MB 49~.47B 1237.5M ~69.75e 1237.5M 481.62e 1265.Me 482.MB 1282.eM GE 491.75B ISBS.BM 495.MB ISBS.BM 495.eM 14M.BM .MB .MB .BM .eM I 11/B5/87 16:55:42 PAGE PROPOSED DENTON TAP ROAD BRIDGE - UPSTREN'I SIDE Xl 25543.eee ll.eM llM.BM ISB5.BM 1.MB 1.Me 1.~ .Me .eM .BBB GR 4g5.eM 1MB.EM 495.eM 11M.BM 489.4M llM.eM 469.2M 1147.MB 468.7M 119BiBBB GE 469.2M 1255.Me 461.62e 1265.MB 482.eM 1282.Me 491.75e 1585.eM 495.eM 13eS.eM GE 495.MB 14M.BM .Me .eM .eM .eM .eM .eM .Me .~ .BM .EM 475.MB 47B.MB NC .BBB .BBB .e45 .aBe .Me .BBB .eM .Bee Xl 25568.BM 18.MB 1B2~.Ma 1155.eM 5.Me 75.Me 25.BM GE 495.MB 1Me.Me 49e.eM lelB.Me 485.Me 1B2~.ME 4Be.MB 1B3e.eM GR 47B.MB I~Se. Me 468.9M 1B7B.MB 469.Me 1e76.EM 469.MB 1BB3.BM lB GE 475.e~B 1128.eBB 4Be. BBB 1136.B~B 481.BBB 1138.BBB 482.BBE 1149.BBB 485.BBB GE 486.B~B 1158.ilBB 498.888 12Be. BBB 492.BBil 1318.BBIl .ilBB .BBB .BBB NC .BBil .BBB .ililB .1Be Xl 25818.BBB 16.BBB 1822.BBB 1151.BBB GR 495.BBil 1BBB.~BB 49il.ilBB 1812.BBB GE 492.BB~ 1278.BBIl .BBB .BBB Xl 25668.BBB 27.B86 1854.BBB 1185.BBB GR 495.BBB 1E6B.BBB 496.688 1822.BBIl GE 469.1~B 1896.BB~ 459.4ilB 1184.BBB GE 4Be. BBB 1176.BBB 481.Bee 1172.BBB Xl 25714.B~B 17.BBB 1216.BBB 1386.ilBB GE 478.~BB 1551.BBil 475.BBB 1559.BBB GR 498.BBB 1488.BBB 492.BBB 1498.BeB Xl 25754.688 27.BBB 1154.BBB 1279.BilB GE 486.e86 1242.BBB 479.666 1245.668 1 11/85/87 16:55:42 · 3BB 485.ilBB .ilile 469.188 481.BBB .EBB 479.BBe .BBB 1622.BBe 1117.BBil 1151.BBB .BBB 1177.BBB 1252.e~E 1567.ilBB .BBB 1166.BBB 1277.BBB .BBB 475.BBB .BBB 5B.BBB 485.866 48Il. BBB 475.BBB 47B.ilBe 485.eBe 46. BBB 468. BilB 488. BBB 465. BBB 4E.eBB 4Be.Bee 478.BeB 476.eBe 477.e~1 .BilB 1632.~IIIB 1126.1tBB .BBB 1B~4.e~Ie 1871 .BBil 1B84.BIlB 1154JBe 1185.BBe .ililil 1293. ~lilB 138~1. · BBB .BBB 1136.BBB 1171.B~1 NC . ililil . Bile . il45 . Bile . BBil . ilBB . ilBB . BBB QT 6.Bee 76BIl. BBB 1B6BB.eBB 119BB.BBIl 151BB.BBIl 145BB,EBB 478~.~ .B~ Xl 25828.BBE 17.BB~ 1245.BB~ 1291.BB~ 55.BBE 72.BBE 66.BB~ .BBB X3 · ~B · ~EB . BB~ . BBB . E~ 14~. E~ 495. BB~ · BBB ~ 496.4BE 1eBB. BBB 4~. BBB 1165. BBB 483.8BB 1182. E~ 488. BBB 1245. BBB ~ 469.3~ 1258. ~EE 468.4~E 1275. BB~ 481. EBB 1291. E~ 481. ~E~ 1~76. BB~ ~ 48~. ~BB 1~4. BB~ 4~. EBB 1~5. BBB 487. EBB 15~. E~ 488. ~ 1525. ~ ~ 498.~8 157~.~ 491.E~E 1585·~ .E~ .E~ .~ .~ 488.BBil 1275.BBB 1185.EgE 1275JBB Xl 2617~.~ 17.~E~ 1~45.E~ 1~9~.~ X3 .BBB .BBB .BBB .BBB 6R 484.~B 112~.~E~ 483.~ 116~.98~ GE 482.888 124il,BBil 48~J~B 1255.BBB GR 491.il88 1458.888 492.88il 145il,88il 35e. dee 495. BBB 47B.2BB ~81 489. BBB 12118. Bltll 1385. BBB .BBB Xl 26558.eBil 18.BBB 1B4il.ililB 114~.BBB 36il.ileil 358.BBe 388.BBB .ilBB X$ JBB .~BB .BBB .BBB .BBil 1188JBB 495.ilBB .ilBB GE 493.5~B I~BB.~BB 492.688 lille.BBB 485.688 1B2Il. BBB 485.BBil I~.BBB 11 475.BBe .eBB .BEE 484.BBB 479.BBB 475.BBil 486.BBil .BBB · BBB 486. BBB 486. ilBB 481 .ilBB 477.~BB 477.BBE 482. EBB .BBB 47B. BBB 489. BBB · BBB .BBB 465. BBB 498. BBB 488 JBB .Bile 1225.BBe .EBB .BBB 1894.BBB 1162.BEB 1168. Bile .BBB 13il6 .eil~ 1386.ilBB .BBB 1141 .BBB 1173.BBB 1266.BBI! 1281 .EBB PAGE 11 .EBB .EBB .eBB 1225.11~ 1485 .BBB NC GR 471.1B;1 PROFILE SECTION Q - SURVEY SECTION 17 CHANNEL II~PROVEMENT GR 5;18.1~;1 SR 486.7;1~ NC .;165 6.~ Xl 27~5;1.~;1e 493.3;1;1 i GR 493.;1~ · ;1;1ll 5;18.8;1;1 5;11. 479. 494.7~lll · .e~ ~8~. 3~ ~91.7~ .Bee .Bee 1628.E~ 18~E.~eE 1es~.e~8 126~.~ PROFILE SECTION R - SURVEY SECTION 17A ENO OF CHN~L IMPROVEHENT FOR ONTON TAP ROAD BRIOGE REPLACENENT PRO,] Xl 274~.~;1;1 32.~ 1926.~B 1992.;1;1~ 3611.~ 3B~.d;1;1 42~.~ .W .EBB .~!1 X3 .;1~;1 .~;1~ .~ .~;1~ .~ll 2;125.~ 496.~;1 .~ .~!1 .~11 GE 5;19.5;1;1 1;1;1~.;1;1~ 5;16.7~;1 11;1;1.;1;1~ 5;13.E;1;1 12~!1.~;1~ ~98.8~ 13~;1.;1~ 497.;1~;1 14~.~ GR 495.1;1~ 1422.~;1 492.3~ 1443.~;1 491.4;1~ 15~.~ ~89.~ 16~.~ ~91.5~ 17~.~ ~ 491.6~ 171].Be~ 492.2~B 17~1.~ ~92.B~ 17~6.e~ ~95.~B~ 18~.~B~ 49$.e~ 19~.~ I 11/~5/87 16:55:42 PA~ 12 NC .BEe .;1;1~ .e;1f .31M .5ee .fJfJf .aBe .eec .e~ .Se;1 EXISTINO BETHEL ROAD BRIDGE 12 8R 5~6.8~8 2688.888 586.588 2788.888 .888 .888 .888 .888 .~88 .888 SB X1 X2 X3 BT NC X1 GR GR GR GR GR GR GR NC x1 GR GR GR GR NC X1 GR GR GR GR GR GR GR GR GR 1 1.858 27578.888 18.888 2.888 .865 27628.888 495.199 491.699 493.299 477.788 499.199 586.888 $9139.998 512.888 591.899 483.899 519.98~ $8189.888 517.399 515.389 513.489 592.999 491.599 487.199 599.298 514.999 515.488 11/95/87 2.342 .998 1958.889 32.899 1999.999 1422.~99 1715.~89 1926.898 1978.989 2198.888 2688.888 .865 28.899 1588.888 2999.999 42.888 1599.998 2998.988 2154.998 2181.889 2221.~88 2249.998 2588.889 16:55:42 EXISTING STL. BT 2.888 ~ 8R 517.388 ! ~ 515.)~ ~ 510.408 ~ 518.488 ~ 6R 518.~0 C~ 487.288 ~ ~R 487.188 ; 6R 519.409 2.508 .998 1.809 .999 496.898 .845 1926.898 596.790 492.598 492.2~0 476.608 479.300 499.880 586.400 .045 2188.800 513.000 598.800 484.899 511.4~ .990 2136.088 516.980 515.999 513.289 494.109 467.298 487.109 587.290 514.4~9 515.680 &Sl4. R.R. 2158.~ 516.989 515,~ 513.20~ 491.590 486.889 518.408 510.498 496.599 · 999 495.88~1 1992.999 1731.999 1955.999 1988.888 2299.999 2?00.888 2222.088 1680.000 2066.890 2212.999 269~.~B~ 2263.988 1199.999 1699.99~1 2188.9~1 2166.998 2194.980 2222.9~19 2268.888 2698.888 BRIDeE 2265.989 518.208 1188.888 16~.~ 2154.00~ 2167.888 2191.808 2207.888 2221.808 2235.888 13 17.888 39.899 496.889 2~178.999 58.898 593.999 491.499 492.999 474.689 487.499 592.289 1698.909 512.180 495.798 592.099 512.299 59.980 516.58~ 514.689 513.3~9 494.199 487.299 494.588 519.489 514.580 1.~1~ 2263.808 516.590 514.68~ 513.300 492.500 487.200 518.408 519.408 494.508 4.800 38.998 499.499 .999 58.899 1288.899 1746.889 1992.898 2222.8~ 2799. .999 59.880 2138.8~0 2167.988 2195.999 2234.9~ 2263.898 2799.099 1.eec 513.480 17~.~ 2138.1~ 2154.110~1 2173.088 2194.800 2297.099 2222.eB~ 22~5,~ 1279·1 39.099 · 808 498· 51~0 .000 58.089 498.899 469.8~ 493.380 473.908 469.280 584.888 2510.090 518.008 492.488 594.408 512.599 59.0~ 516.209 514.290 518.298 492.599 486.898 494.589 513.489 514.7~ 516.2~0 514.Z~e 510.200 494.100 491.500 518.488 487.188 580.280 3.088 .098 495.299 .990 .990 1390.099 1965.080 .0~ .00~ 1880.0~ 2180.~8 2389.889 2889.999 1698.999 2136.090 2173.808 2255.989 2263.898 .m 18~.e~ 2138. 2166.E~1 218~1.o~ 2194.o~ 2208.000 2222.998 2248.088 480.288 .008 498.709 .000 1.680 497.080 491.580 493.989 474.488 495.2~0 506.299 5~6.3~ 484.509 587.1011 513.189 515.898 513.780 491.500 466.808 508.299 513.788 515.100 .m 515.6~8 515.7~ 503.9~ 510.~ 518.~111 ~86.680 494. 51B.~6 1408.899 1709.999 1909.989 1978.888 2026.988 2508.888 1908.008 2408. BOg 2999.999 2155.~0 2188.888 2208.908 2248.9~ 2988.888 PAGE 13 lgM.IlM 2153.0~ 2180.080 2195.800 2248.~0 6R 51~.4~B 2249Jd 5d.2~ 2249Jd 5BT.2BB 226~.~d 51~.4B~ 2263Jd 513.4d 2263.d~ GR 51~.7d 24d.~d 514.~ 25d.d~ 514.4d 26d.~d 514.5d 27~.~d 514.7d 28d.~d ~R 515.1d 29~.~ 515.4~ 3d~.d~ 515.6d ~ld.~d .~ Jd .d~ .d~ 515.8d 513.7d 5~3.9d 491.5d 466.8d 5d.2d 513.7~E 515.1d .Ed 14d.~d 19d.~EE 2153.Ed 21d.Ed 22~8.~d 2248.~ 29d.d~ GR 512.8d 15~.d~ 513.~d 16d.dE 512.1d 17d.~d 51~.d~ 18~.d~ 5~6.3d 19d.~d ~ 5~1.8~ 2d~.d~ 5d.8~ 2~66.~ 495.7d 21d.~d 492.4d 218~.~ 484.5d 22~.~d 6R 483.8d 22~7.~ 484,8~ 2212.d~ 5~2.~ 2222.~d 5~4.4d 23~.~d 5~7.1d 24d.~d GR 51~.9~B 25B~.8~ 511.4d 26d.~d 512.2d 27~.d~ 512.5d 28B~.~d 515.1~ 29d.d~ Xl 3151E.dE 19.~d 1863.~ 192~.~d 75~.~ 5d.~8~ 1E6E.Ed .Ed -.~ .d~ GR 515.388 ldE.~d 515.3d 11d.ed 512.d~ 12J~.d~ 5eT.SeE 14d.~d 5~6.51~ GR 5~4.7~ 16~.d~ 5114.7e~ 17d.~d 5~1.8d 1766.~ 497.$~ 18d.d~ 491.1d 1865.d8 GR 488.2d 1869.dE 488.3d 1876.Ed 5~9.6d 192~.d~ 511.~ 2d~.E~ 515.2.~ 21d.~ GR 514.8d 22~.~ 515.8~ 23d.d~ 516.4~ 24d.~d 516.d~ 25~.~d .~d .~ 11/e5/87 16:55:42 GR 5~9.1d 1915.~g 511.1~ 2d~.d~ 513.1d 21d.~d 514.9~ 8R 516.6~ 2~.~ 517.1d 25~.~d 517.1d 26d.~ 516.d~ 27~.~ 516.1d .de 491. ld .~td .~d 5116. ld .~d PA~ 14 23d.lld 491. 14 68 489.94ff 1189.ririe 488.64e 1192.riri 489.$4ri 1196.ririri 12ri3.riri 513.ri6ri 1268.eee ~" X1 3274ri.ririri 13.riri lririri.riri 1293.Sriri 99ri.riri 99ri.ririe ! 68 511.47ri lriri.ririri 4.gs.57e 1ri67.riri 493.77ri lriSg.riri 68 ~95.27ri 1128.ririri 4.9$.ri7ri 1132.riri ~93.17ri 1137.riri ~, 68 51ri.$7ri 1272.5ri 511.17ri 1286.5riri 512.67ri 1293.5ri 4.93.57ri 11e6.riri 495.77ri 1117.ririri 494..$7e 1157.rie 493.67ri 12e$.riri ~ 68 ~98.9Eri 1268.riri 512.93ri 131ri.riri 513.73ri 132~.riri 516.55ri 1351.Eri QT 6.ririri 73ri.riri lffriri.riri 112ri.ririri 142ri.erie 117ri.rie 386e.rie .eri Xl 54.35ri.ririri 52.ririe lriri.riri 1529.rieri 285.ririe 285.rie 285.riri .eri BT 2.riri lriri.riri 518.riri 515.riri l~2ri.ririri 517.8ri 51~.8ri .erie QT 6.riri 75ri. 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EJ .eriri .riri .erie .rie 5~.31ri 1159.ririri 5eT.EIE 1258.riri 5ril.71ri lriE$.gffff 499.glg 1leg.gee 5E$.71ri 1166.rie 5ri$.61ri 1174.riri 522.rile 1316.rie .riri .rie 11/~5/87 16:55:42 PAGE 18 HEC2 RELEASE DOTED NOV 76 UPDOTED RAY 1984 ERROR CORR - ~1.~2,~3,~4,65,~6 MODIFICATION - 5~,51,52,53,54,55,56 IBR-PC-XT VERSION THIS RUN EXECUTED 11/~5/87 16:57:41 F' T1 T2 TS J1 GRAPEVINE CREEK, COPPELLo DALLAS COLI~, TEXAS ULT 1~ YEAR DISCHARGE EXTENDED FLOOD INSURANCE STUOV OCT 1987 ORAPEVlNE CREEK ( 5~7B2 -- OREXTULT ) ICHEO( INQ NINV IOlR STRT HETRIC HVINS Q WSEL FQ ~. 6. ~. ~. .~ .~ .~ ~, 459.21~ .~ J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15.~ .~ -1.~ .~ .~ .~ .~ .~ .~ .~ 1 11/~5/87 16:55:42 PAGE 17 F HEC2 RELEASE DATED NOV 76 UPDOTED RAY 1984 ERROR CORR - ~1,E2,~$,~4,~5.~6 MODIFICATION - 5~,51,52,53,54,55,56 [BH-PC-XT VERSION THIS RUN EXECUTED 11/~5/87 NOTE- ASTERISK (#) AT LEFT OF CROSS-SECTION NUI~ER INDICATES HESSAGE IN SUI~ARY OF ERRORS LIST GRAPEVINE CREEK ~Y PRINTOUT TABLE 15~ SECNO XLCH ELTRD ELLC ELIdIN Q CWSEL CRIWS Eg I~K"S 1535~.~ .~ .~ .~ 441.3~ 517~.~ 455.53 .~ 456.16 29.62 1535E.~ .~ .~E .~ A~I.3E 161~.~ 459.21 .~ 459.94 34.76 15~E.~e~ 9~.~E .~ .E~ 439.7e 517~.~E 456.24 .~ 456.41 5.57 16:58:49 VCH AREA 6.93 1159.43 949.95 9.24 3279.48 273~.8~ 3.36 1538.81 2189.68 16 F 1544~.888 98.88 15478.888 38.88 15478.888 38.88 15528.888 58.88 15528.888 58.88 15688.888 88.88 15618.888 18.88 15618.888 18.88 15638.888 28.88 15658.888 18,88 15668.888 1~.88 15668.888 18,88 15688.888 28,88 15688,888 28.88 11/85/87 16:55:42 439.78 16188.88 459.51 468.58 459.88 439.78 5178.88 456.25 468.58 459.88 439.78 16188.88 468.78 441.38 5178.88 456.11 441.38 16188.88 461.27 .88 441.68 5178.88 456.61 441.68 16188.88 461.88 461.78 461.78 459.48 441.68 5178.88 456.63 459.48 441.68 16188.88 463.83 441.78 5178.88 456.64 441.78 16188.88 463.34 441.78 5178.88 456.67 441.78 16188.88 463.38 44.1.78 5178188 456.68 441.78 16188.88 463.39 441.78 5178.88 456.63 441.78 16188.88 /+63.26 441.73 5178.88 456.73 /.+41.73 16188.88 463.68 468.58 24.24 456.43 5.56 461.51 18.22 456.66 21.82 461.78 15.98 456.86 8.84 462.22 27.46 456.88 8.78 465.91 18.25 456.91 7.71 464.88 12.32 456.91 7.12 464.82 11.68 456.92 7.11 456.96 9.69 464.18 15.95 456.99 13.22 464.16 13.98 7.98 2816.84 3278.17 3.36 1548.61 2193.89 7,25 2485.89 3771.94 6.88 1825.52 1127,53 6.96 4664.66 4837.57 3.98 1299.79 1739.35 8.58 1875.74 3872.45 3.97 1382.36 1744.75 7.53 2283.72 3769.21 4.24 1376.73 1862.14 7.21 315~.98 4587.76 4.89 1428.32 1936.89 7.85 3187.61 4718.84 4.89 1421.59 1939.17 7.~4 3195.17 4718.~ 4.79 1235.16 1661.84 8.21 2812.77 4831.37 4.89 1263.39 1422.83 6.15 3115.39 43~.76 PAGE 18 SEC:NO XLCH 15738.888 58.88 15738.888 58.88 16488.888 758.88 16488.888 758.88 17688.888 17668.888 17988.888 388.88 17988.888 588.88 18158.888 178.88 18158.888 178.88 18218.888 68.88 18218.888 68.88 18248.888 38.88 18248.888 38.88 ELTRD EL~IN Q CtdSEL 441.75 5178.88 456.88 441.75 16188.88 463.75 442.78 5288.88 457.81 442.78 16388.88 464.67 445.88 522E.88 459.46 445.88 16888.88 465.38 446,18 5228,88 468.74 446,18 16888,88 465.84 446,68 52~,88 468.83 4.46.68 16888,88 465,93 446,88 5228.88 468,92 446,88 16888,88 466.81 446,98 52~.88 468,28 446,98 16888,88 465,92 CRINS 86 I~K,X.S .U 457.~6 14.96 .88 464.23 12.61 .88 458.87 12.41 .88 46~.79 4.56 .88 468.28 28.14 · 88 465.61 12.81 · 88 468.88 18.19 · 88 466.~3 7.81 · 88 461.17 18.72 · 88 466.22 12.87 · 88 461.32 26.38 · 88 466.31 15.44 458.24 461.78 98.84 .88 466.43 25.5E VCH AREA .81K 4.83 1263.52 1336.89 5.71 3379.38 4534.69 4.61 1965.19 1496.72 3.97 7835.49 7632.~ 6.88 864.24 983.99 6.11 4931.25 4617.85 3.32 2117.19 1634.93 4.2~ 5~43.93 56~g.$9 5.47 1629.62 12~6.62. 6.85 4566.89 4459.21 6.26 1516.78 1816.48 6.41 4379.54 4871.28 9.98 628.56 558.15 7.76 3567.46 3168.67 17 F 18328.888 18328.888 18458.888 18458.888 18588.888 18588.888 18578.888 18688.888 19588.888 18615.888 18615.888 18658.888 18658.888 .188 .288 .388 11/85/87 447.18 5228.88 461.74 447.18 16888.88 466.19 138.88 .88 138.88 .88 447.58 527J.88 462.86 447.58 16888.88 466.43 58.88 .88 .88 447.68 5228.88 462.84 447.68 16888.88 466.38 78.88 467.18 464.88 78.88 467.18 464.88 447.78 5228.88 462.58 447.78 16888.88 465.24 38.88 38.88 467.18 464.18 447.88 5228.88 462.68 467.18 464.18 447.88 16888.88 467.88 15.88 .88 15.88 .88 447.48 5228.88 463.25 447.48 16888.88 472.28 35.88 .88 35.88 .88 447.58 5228.88 462.94 447.58 16888.88 472.21 518.88 .88 518.88 .88 5218.88 464.85 16588.88 472.35 398.88 .88 398.88 .88 458.28 5218.88 465.48 458.28 16588.88 472.66 458.88 .88 458.88 .88 467.95 473.22 16:55:42 .88 462.24 27.17 · 88 466.62 2JI.22 .88 462.58 24.69 · 88 466.98 28.81 .88 462.81 39.16 .88 467.15 35.25 · 88 463.16 55.74 464.88 469.49 685.34 .88 463.33 53.91 464.18 471.12 584.75 .88 463.58 15.45 · 88 472.32 3.43 .88 463.97 41.99 .88 472.3~ 4.66 .88 465.25 15.66 · 88 472.61 7.68 463.33 466.68 81.81 .88 472.97 14.91 .88 468.32 211.63 · 88 473.59 17.38 SECNO XLCH ELTRO 28548.888 548.88 .88 28548.888 548.88 .88 .588 435.88 .588 435.88 398.88 398.88 21698.888 325.88 21698.888 325.88 1.888 538.88 1.~88 538.88 22688.888 388.88 22688.888 388.88 ELLC ELMIN Q Ct, F=EL CRINS 452.68 5218.88 468.75 452.68 16588.88 473.85 86 I~KaS 469.88 9.~, 474.33 14.18 469.32 6.11 474.81 9.61 478.85 41.39 475.83 46.14 471.82 51.88 477.62 63.E4 473.4~ 23.87 479.81 28.18 474.94 55.67 481.13 42.18 · 88 454.88 5138.EE 469.28 .~ 454.88 161~E.EE 474.49 .~8 455.88 5138.~E 469.16 · 88 455.~E 16188.88 474.43 455.98 5138.88 478.47 455.98 16188.88 475.66 457.38 5138.88 472.65 457.3~ 16~88.88 478.51 .~8 458.6~ 5138.E8 .88 458.68 168B8.88 473.39 469.51 479.69 .~8 18 6.42 1372.78 1881.46 7.23 3928.2~ 3557.82 6.45 1341.84 1E58.63 7.55 3886.78 3587.62 7.86 778.75 834.19 8.97 38~4.64 2694.88 6.56 795.37 699.17 16.56 966.45 658.31 6.49 8~4.64 71~.92 16.27 1862.69 661.66 4.22 1588.22 1327.99 3.42 6868.79 8637.58 8.18 692.86 885.54 4.28 7117.11 7415.15 5.22 1364.67 1316.62 5.38 5926.55 5985.94 9.28 738.54 578.86 6.35 5229.27 4272.71 5.98 1722.99 1146.96 7.12 4739.81 3957.71 PAOE 19 VCH AREA .81K 4.35 1832.22 1696.86 6.87 4184.41 4381.91 3.23 2251.49 2875.84 5.38 4581.99 5193.35 7.54 68~.59 797.36 1~.8~ 2551.36 2378J9 8.68 6~6.14 717.76 12.88 2198.25 2827.75 7.81 8~4.88 1868.81 18.48 249~.~6 3814.18 18.18 583.78 687.53 11.94 2497.69 2463.57 2.~8 57~.~ S7B.~ 239~.~88 73~.~ 239~.~ 73~.8~ 3.~8 465.~ 3.~ 465.~ 568,~ 56~.~ 145.~ 146.~ 2493~.8~8 22~.~ 24938.~ 22~.E~ g~,~e 25~85.e~e 2s~85.~8~ 88.8~ 25135.~e8 25135.8e~ 5e.~ 25185.~ 5e.e~ 25185.~e~ 5~.88 25235.e~e 5~.~e 25235.~8 58.Ee .~ 459.68 513E.~ 476.11 .SE 459.68 16~8.~8 481.68 · ~E 463.~ 513~.~E 477.99 .~ 463.~E 16~.~ 484.37 · ~8 464.3~ 513~.E8 478.76 .~ 464.3~ 16~E,~ 484.93 .EE 465.7E 513~.~ 479.65 .~E 465.7~ 16~E~.~E 485.81 .ES 465.98 5~3e.eE 48E.12 .~8 465.9~ 1558~.~e 486.42 .EE 466.4~ 5E3E.E~ 488.51 .8~ 466.48 155~.eE 487.~4 .~E 466.8~ 5~3~.E~ 48E.46 .eE 466.8~ 155E8.~ 486.84 .~E 467.1~ 5~3~.~E 479.9~ .~8 467.1E 155~.8~ 486,25 .~E 467.~ 5~3~.~8 481.~8 .ES 467.~8 155EE.~ 487.17 .~e 467,6e 5e3E.E~ 481.7e .Se 467.6e 1558~.E8 487.88 .~E 467.9E 583~.E~ 482.13 .88 467.9E 155E8.8~ 488.31 11/~5/87 16:55:42 SECNO 2528e.ee~ 2528~.E~ 25325.666 25325.Bee 25375.~ 25375.~e~ 25421.~e 25422.~ 25422.ee~ 25542.~E XLCH ELTRD 45.66 .6~ 45.8~ .8~ 46.e~ .EE 46.~E .gE ELLC ELRIN Q CNSEL · ~8 467.4E 5e38.~E 482.34 .EE 467.48 155~.8E 488.71 467.36 5639.96 482.42 467.3~ 155EE.~ 469.E1 .el 467.9~ 5~$e.~ 482.~6 .Ed 467.9d 155dE.dd 489.1d · d~ 468.8~ 583~.~ 482.54 · gE 468.~E 155~8.EE 489.35 1.~ 495.EE 491.75 1.EE 495.Ed 491.75 128.~g 495.~E 491.75 468.~E 5E3E.Ed 482.54 468.~ 155de.Ed 489.33 468.7E 5838.8~ 482.56 19 · ~e 476.84 2d.65 · 88 483.33 34.52 · E~ 478.37 28.48 .~8 484.98 14.61 479.1~ 12.46 485.69 14.95 48E.19 29.65 486.92 29.74 488.52 16.42 487.3E 2E.28 .EE 46d.65 14.12 .EE 467.79 16.77 .gE 481.E7 21.26 .Sd 488.d2 26.33 .EE 481.78 1E1.31 485.68 488.73 77.E5 482.22 56.65 489.1E 53.28 462.43 22.36 489.33 3E.11 482.54 ld.62 489.49 18.89 CRIW5 ES I~K'~j .~E 482.59 6.25 · ~8 489.58 12.66 .6~ 482.62 5.74 .EE 489.66 18.61 .~ 482.65 5.52 .~ 489.72 11.32 .~d 482.68 3.81 .EE 489.78 7.36 .~ 482.69 2.38 .EE 489.79 4.9d .Sd 482.72 2.75 6.94 822.61 1128.88 11.73 21~7.27 2723.32 4.94 1E38.44 1135.98 6.63 3869.e~ 4185.93 4.75 1169.87 1453.2E 7.51 2832.87 4137.84 5.88 872.2E 942.15 8.83 2371.34 2933.74 5.e6 993.8~ 1241.49 7.99 2593.66 3448.84 5.d9 13~7.38 1338.59 7.7E 2942.31 3784.96 6.23 861.15 1~9d.92 9.63 23E7.13 3E2E.67 11.~1 456.81 499.73 13.48 1682.95 1765.83 8.58 586.37 668.32 11.95 1818.67 2123.45 7.E3 816.EE 1E63.83 11.1~ 2135.8E 2824.61 5.13 18E9.96 1543.46 9.15 22~6.26 3566.E? PAGE VCH AREA .ElK 4.E4 1258.98 2811.93 7.69 2297.27 4353.~ 3.59 14~6.15 216~.E8 6.5E 2461.65 4758.24 3.52 1429.42 21~.63 6.31 2455.97 4686.18 2.95 17E3.33 2575.54 5.25 2951.6~ 5713.35 3.E8 1632.94 3258.51 5.45 2545.7E 6998.75 3.24 1553.76 Sd32.dE 25542.8¢8 128.88 495.88 25543.888 1.8~ .~8 25543.888 1.88 .88 25568.888 25.88 .88 25568.888 25.88 .88 25618.888 25618.888 25668.888 25668.888 25714.888 46.88 .88 25714.888 46.88 .88 25754.888 48.88 .88 2575~.888 48.88 .88 25828.888 66.88 25828.888 66.88 26178.888 358.88 .88 26178.888 358.88 .88 26558.888 388.88 26558.888 388.88 26888.888 338.88 26888.888 338.88 27858.888 165.88 27858.888 165.88 11/85/87 16:55:42 SEONO XLOH ELTRD 2754~.~88 148.88 .88 27548.888 148.88 .~ 27578.888 38.88 496.8~ 27578.888 38.88 496.88 27628.888 5~,~8 .BE 27628.888 58.88 .88 3813~.8~8 2518.88 .88 38138.888 2518.88 .88 491.75 468.78 15588.88 489.38 468.78 583~.88 482.58 468,78 15588.88 489.43 /,,68.98 5838.88 482.53 468.98 15588.88 489.25 ~69.58 5838.88 482.55 469.58 15588.88 489.26 469.18 5838.88 482.58 469.18 15588.88 489.46 482.53 489.58 469.18 5838.88 482.68 ~69.18 15588.88 489.64 468.48 4788.88 482.46 468.4~ 145U.88 498.12 478.28 4788.88 483.88 478.28 14588.88 498.31 471.18 4788.88 486.88 471.18 14588.88 491.35 472.98 4788.88 486.89 472.98 14588.88 492.41 487.36 493.86 ELLC ELMIN Q CWSEL · 88 473.98 3738.88 489.85 .~ 473.9~ 1136~.~8 495.73 · 88 475.88 3738.8~ 489.47 .~ 475.E~ 113~.~ 4§S.81 498.58 475.28 3738.88 489.58 498.58 475.28 11388.88 495.99 · 8~ 475.58 373~.88 489.56 .88 475.58 11388.88 496.88 · 88 483.78 3738.88 497.38 · 88 483.78 1131~.88 582.41 489.87 5.38 482.73 1.73 489.88 3.89 482.88 8.28 498.88 13.52 482.85 9.51 498.18 15.41 482.91 11.15 498.27 15.15 483.~4 24.67 49E.37 21.78 483.14 21.52 48~.46 17.82 483.58 48.12 498.59 14.76 485.12 52.24 491.49 35.59 486.66 38.17 493.82 38.61 487.69 29.74 494.58 43.88 468.35 48.65 465.24 39.72 E8 1EK~ 489.68 21.41 496.14 12.49 498.83 25.18 49~.53 22.71 498.15 25.82 496.65 23.91 498.36 3EJ7 496.77 23.28 498.~ 33.73 583.63 43.13 5.68 2768.98 6733.38 3.18 1621.99 3828.23 5.38 2888.68 8821.88 4.16 1289.86 1756.5~ 7.32 2198.63 4215.55 4.~, 1133.81 1631.88 7.74 2189.56 3948.26 4.57 1188.38 1586.16 7.25 2278.65 3982.13 5.73 878.38 1812.78 7.58 2245.33 3321.56 5.49 973.48 1884.21 7.69 2694.13 3756.89 6.77 858.56 754.67 7.73 3739.56 3774.73 9.71 674.23 661.37 11.86 2286.47 2438.53 6.56 741.38 878.22 18.71 1578.85 2333.53 7.28 674.68 876.56 12.14 1485.68 2168.66 7.97 474.47 534.76 18.52 1~69.89 1793.88 PA~E 21 VCH AREA .81K 6.38 589.64 886.89 6.51 3197.94 3196.77 5.98 623.66 744.56 7.43 2242.84 2371.98 8.85 816.85 7~.85 7.59 2175.87 2311.16 7.17 521.24 68~.28 8.36 24~.84 2~42.16 7.64 659.95 642.27 18.76 1583.54 1728.78 28 .BB 486.8B 373B.BB 497.63 .eB 486.8B 113BB.BB 5B2.34 38198.BBB 1.eB 513.3B 518.48 3B19B.88B 1.88 513.38 51B.4B 3B2BB.BB8 1B.BB 513.38 51B.4B SB2BS.BSB 18.BB 513.3B 51B.4B 178.B8 178.88 31758.888 25B.BB .88 3433B.SBe 285.8B 517.8B 34338.BBB 285.BB 517.88 486.88 373B.BB 497.57 486.88 11388.8~ 5B2.15 486.8B 3738.B8 497.78 486.88 1138B.Be 5B2.66 486.8B 373B.BB 497.88 486.88 113Be. B8 5B3.34 · Be 483.8B 373B.88 498.B2 .BB 483.8~ 113BB.Be 5B4.52 487.8B 3738.8B 588.52 487.88 113Be.eB 5~6.6B .BB 488.B~ 117B8.88 586.72 5B6.1B 488.BB 3858,BB 5~8.94 5B6.1B 488.BB 1178B.SB 588.6B 488.64 385B.BB 5B1.37 488.64 1178B.BB 589.38 .BB 493.B7 385e.88 5B1.83 · B8 493J7 11788.BB 5~.78 .BB 493.1B 1178B.BB 518.49 515.eB 498.B7 386B.BB 583.64 515.8B 498.B7 117BB.BB 51B.7B 11/85/87 16:55:42 SECNO 35458.888 3557B.BS~ XLCH ELTRD ELLC ELMIN Q C~SEL 1B.BB 517.88 515.BB 498.B7 386B.BB 583.78 1B.B~ 517.8~ 515.~ 498.87 1178~.~B 518.72 53B.~8 .88 .eB 5B1.26 386B.SB 5B6.41 538.B8 .~8 .88 5~1.26 117B~.~B 511.7B 58~.EB 52B.3~ 515.8~ 5B8.98 3868.8B 587.82 588.88 52~.38 515.88 588.9B 117BB.8~ 512.68 12B.88 528.3B 515.8~ 5B8.9~ 3868.8B 588.B6 128.BB 52B.38 515.6B 5BB.9B 117BB.B8 512.94 21 498.26 5~4.27 498.32 584.49 498.42 5B4.78 498.46 584.94 498.59 5B5.18 58~.93 587.88 5~1.24 587.72 581.28 5B9.35 5B1.47 5B9.57 5~1.97 51B.88 583.25 518.74 5~4.21 511.1B 28.81 56.21 93.92 237.38 218.11 26.11 42.75 25.41 21.22 23.66 21.43 13J6 23.25 12.87 14.94 3.74 3.74 7.88 4.96 14.24 6.33 94.75 23.56 CRIW~ EG I~K,~S .BE 5B4.38 83.3~ .~8 511.13 23.43 .BB 5e6.7~ 26.g8 .E~ 512.15 15.8g 5B8.~6 19.83 513.16 19.86 5B6.29 513.59 16.78 17.77 6.36 586.46 694.92 11.15 1813.37 15B7.26 6.94 537.74 384.88 12.27 92B.62 733.42 6.82 547.21 393.B7 11.67 968.54 779.56 6.14 6B7.~, 729.95 1B.16 1112.31 1728.26 6.84 743.17 739.95 8.25 2128.38 2453.14 6.17 793.38 766.78 7.35 2285.52 24~1.~ 4.71 817.89 1B65.47 8.~3 1457.89 2426.29 4.69 821.26 1B73.19 6.94 1758.55 3B26.65 2.58 154B.62 199B.37 3.58 3345.55 6B51.27 3J2 1275.51 1455.B6 3.77 31B1.73 5252.28 3.54 1B86.32 1B2~.1B 3.99 2931.8B 4649.37 6.~4 639.41 396.54 5.11 2298.77 2418.21 PAGE 22 VCH AREA .81K 5.78 667.68 422.85 5.18 2295.95 2417.22 4.33 891.12 729.42 5.3~ 2198.91 2943.86 3.99 968.52 866.88 5.57 2899.41 2679.69 3.78 1~21.24 942.44 5.39 2169.41 2775.33 499.81 3866.ee 5d8.45 .~ 5d8.97 65.87 5.75 676.77 475.61 499.81 117Be.dB 513.23 .dB 513.91 29.96 6.62 1767.72 2139.67 1 11/e5/87 15:55:42 GRAPEVINE CREEK SUlA~RY PRINTOUT TABLE 151~ PAGE 23 F F ~E~NO g C:NSEL 455.53 459.21 456.24 459.51 456.25 456.11 461.27 456.61 481.e8 456.63 463,e3 456.64 463.34 456.67 463.38 456,68 463.39 456,63 463.26 456.73 ~63.$~ 456.8e 463.75 457.81 464.67 459.48 465.3e DIFWSP DIFWSX DIFI~4S TOPWID XLCH 3.68 .ee .eB 696.85 .dd .71 .~1 14~.48 3.27 .36 .ee 151.75 4.45 1.19 .Be 7eB.B6 .ee -.14 .ee 348.69 5.16 .57 .ee 967.88 4.47 -.19 .ee 129.de 6.~1 1.95 .eB 525.37 .Be .B1 .dd 176.21 6.7B .31 .Be 65d.76 6.71 .~4 .eB 634.66 6.71 .B1 .BB 636.49 .de -.e5 .dB 149.54 6.64 -.13 .B~ 6e~.57 .BB .lB .BB 166.72 $,87 .33 .~ 652.~9 6.95 .15 .BB 699.75 .Be 1.B1 .~d 686.47 6.86 .92 .dd 753.83 .de 1.66 .ee 328.28 5.83 .63 .eB 741.52 22 1798~.d~ 522d.dd 46d.74 .~d 1.27 .dd 58d.52 38d.dd 1798d.ddd 16~d~.~d 465.84 5.1d .54 .dd 667.8d 38d.dd r- F 1815~.~dd 16ddd.dd 465.93 5.1d .d9 11/~5/87 16:55:42 SECNO q CWSEL 1821d,ddd 522d.dd 46d.92 1821d.ddg 16~dE.Ed 466J1 46d.29 465.92 461.74 466.19 462.d6 466.43 185dd.ddd 16ddd.dd 466.3d 462.5~ 465.24 186dd.ddd 522d.dd 462.68 * 186~E.~d~ 16ddd.dd 467.d8 18615.ddd 522d.dd 463.25 18615.eEd 16ddd.dd 472.2d 462.94 472.21 .ldd 521E.~d 464.85 .ldd 165dd.~d 472.$5 472.66 · 3d~ 5218.E~ 467.95 · 3d~ 165ed.dE 473.22 2~54d.ddd 521E.d8 468.75 2~5~.dd~ 165~d.~ 473.85 .5~E 513~.dd 469.2E .5d~ 161dd.dd 474.49 527.58 17E.E~ 625.28 17d.dd DIFWSP DIFWSX DIFKWS 5.~9 .~8 .dd -.63 5.63 -.89 .M 1.45 4.46 .28 .dd .32 4.37 .24 4.26 -.13 .dd .45 2.74 -1.~6 .de .18 4.4d 1.84 .dd .57 8.95 5.12 .M -.31 9.27 .~1 .ee 1.91 7.5~ .14 .dd .55 ?.26 .~ 2.55 5.27 .56 .d~ .8~ 5.1e .63 .45 .65 TOPt, ilO XLQ'I .~ 512.d3 .~ 618.26 6~.~ 459.22 6Ee.14 .E~ 517.53 8E.EE .dd 622.51 .dd 211.72 5E.EE .dE 656.29 .dd 111.65 · ~d 111.89 · d~ A~6.64 15.eE .d~ 692.19 15.~E 262.69 864.69 .d~ 526.32 .BE 681.81 51~.E8 $65.21 .~ 5~$.6~ ~5~.~ .dS 614.61 45~.~ 416.85 5~7.98 .~ 359.65 435.M 23 PA6E 24 469.16 474.43 2169~.8aa 513~.~a 47a.47 2169a.~a 161a~.aa 4?5.66 5.27 91.24 .~E 1.31 .~a la7.22 325.~a 5.19 1.22 .aa 439.72 325.aa 1.~ 513E.Ee 472.65 .~ 1.eEe 16~a~.Ea 478.51 5.86 11/85/87 16=55=42 SECNO Q Ct,I~L 226~a.~a 513a.a~ 473.39 226E~.ille 16aaa.la 479.69 2.aaa 513a.aa 476.11 2.aaa 16aal.aa 481.6a 239~.~aa 513a.~ 477.99 239B~.a8~ 163aa. Ba 484.37 3.1~a 513~.a~ 478.76 3.~EE 16~al.18 48~.93 4.e~il 513~.~E 479.65 4.Eel 16eE~.l~ 485.81 5.1aa 5a31.aa 48~.12 5.~ilE 15sEe.la 486.42 2493~.BE~ 5E3a.l~ 48a.51 2493~.aaa 155ila.~l 487.a4 6.El~ 155aE.Ea 486.84 25~85.~E 5~3a.18 479.9~ 25~85.~!~ 155~a.Ee 486.25 25135.~a8 155el.le 487.17 2518s.ala 155aa.aa 487.8a 25235.1~a 5~3a.lE 482.13 25235.aal 155~a.ll 488.31 2528a.aaa 5~3il.~a 482.3~ 2528a.aaa 1551il.aa 488.71 2.18 .~ 161.7a 2.85 .~E 352.23 25325.~el 5~3a.1~ 482.42 DIFI4SP DIFNSX DIFKWS TOPWID .El .73 6.3a 1.18 .aa 2.73 5.49 1.91 .aa 1.88 6.38 2.77 .ill .77 6.17 .56 .~ .89 6.16 .88 .aa .47 6.31 .61 6.52 .61 6.36 -.2~ .~il -.58 6.36 -.58 .~ 1.18 6.il9 .92 .~ .61 6.1a .63 6.18 .51 .aa .21 6.37 .39 .~8 .ill 18~1.81 3Sa.ill .~ 423.21 38il.ila .ail 13~.8a 57a.aa .lil 312.64 57a.ilil .ila 166.81 73a.aa .ila 377.17 73~.~ · E~ 185.92 465.~ .E~ 55~.82 465. .~E 121.92 56E.E~ .~ 458.32 56~. .~E 116.57 145.E~ .el 374.32 145.E8 .8~ 197.84 22~.~E .~ 521 .~6 2~.E~ .~ 128.27 9~.eE .el 295.17 9~.Ee .E~ 66.3E 88.~ .Se 518.58 8e.ee .~e 356.99 5e.~ .~e 15~.e6 5e.ee .~ 2~.63 5E.~ .El 125.62 5E.~ .~ 241.86 58.~ .el 124.61 45.~ .e~ 198.2~ 45.~ .E~ 136.91 45.~E PA(~: 25 24 25325.eE8 1558~.88 489.E1 25375.~8 583~.8E 482.46 25375.~88 1558~.~E 489.1E 25421.888 583E.88 482.54 25421.88~ 15588.~8 489.35 25422.~8~ 583~.88 482.54 25422.~8E 155d~.~8 489.33 11/~5/87 16:55:42 SECNO Q Ct4SEL 25542.dd~1 5d3~.d~ 482.56 25~2.~ 155~.~ 489.38 255~3.~ 5~3~.~ 482.58 255~3.E~E 155~.e~ 489.~3 25568.8Ee 5~3E.~ 482.53 25568.~e~ 1558~.eE 489.25 25618.~E~ 5~3~.E~ 482.55 25618.~ 155~.~ ~89.26 25668.~ 5E3~.~ ~82.58 25668.8~8 1558~.~8 489.~6 2571~.~E 5~3E.~E 482.53 2571~.~E~ 155~E.E~ 489.5~ 257~.~eE 5~3e.eE 482.68 2575~.8~ 155~.~ ~89.6~ 25828.~8e ~788.~ 482.~ 2582~.d~ I~5E~.~E ~9~.12 2617~.eE~ ~78d.E~ ~83.8~ 2617~.8~ 1~5~.~ ~9~.31 2655~.BeE ~78e.eE ~86.~B 2655~.~8 1~58~.e~ ~91.35 2688e.e~8 ~78~.~ 486.89 2688E.~ed 1~5~.~ ~92.~1 27858.8e8 373~.e~ 487.36 2785~.~Ed 113eE.E8 493.86 27~d.EEB 3738.8d 489.~5 27~d.ESE 113~8.8E 495.73 6.58 .3e .SE 165.~ 45.d~ · de .~4 6.64 .~9 .~ 171.3d .~ .~6 .~8 167.62 46.8~ 6.8d .25 .Ed 199.15 46.~8 .~g -.dl .dE 162.83 1.~ 6.79 -.d2 .~E 19~.12 1.E~ DIFNSP OIFWSX .de .~2 6.82 .~5 .Sd .~2 6.85 .~E 6.73 -.17 6.71 .d~ .~4 6.88 .dS -.E6 6.97 .~4 .dd .15 6.97 .14 .88 -.21 7.65 .47 6.51 .19 .~8 2.19 5.35 1.84 .~E .89 5.52 1.87 .EE .47 6.58 1.45 .Ed 1.69 6.66 1.87 25 DIFKWS TOPt4ID XI..CH .~ 162.45 12E.E8 .e~ 19~.36 167.46 199.52 .ed 125.11 25.ed .~ 18~.68 25.Ed 118.38 198.39 236.15 .Ed 127.69 46.ed .ES 318.24 46.8E .~ 165.E7 4~.~ .~E 427.53 268.56 482.71 66.~ .Se 189.17 358.~ .~8 269.32 12~.55 168.21 91.93 173.76 · ~E 8~.54 165.~ .~ 18~.~E 165.~E · 8~ 7E.23 · 88 618.31 PAGE 26 27548.88~ 3738.~ 489.47 27548.8~ 1138~.88 495.81 27578.~E $738.88 489.58 27578.8~8 1138B.~ 495.89 .42 8.33 .88 .EE .11 6.31 .89 27628.E~E 3738.eE 489.56 .~8 -.82 27628.888 11388.~ 496.88 6.~, .11 38138.888 3738.~E 497.38 38138.E~E 113~8,88 582.41 1 11/~15/87 16:55:42 .88 7.74 5.11 6.41 82.65 585.82 .EE 81.8zr .EE 574.64 .88 59.34 .~ 595.37 .~8 138.6~ 2518.E~ .88 254.43 2518.88 PA6E 27 F F F SECNO Q CNSEL DIFWSP DIFNSX 38189.~ 3738.88 497.63 .~8 .33 3~189.888 113~8.8~ 582.34 4.71 -.eT 3819~.8~ 3738.8~ 497.57 .88 -.~5 3819~.E~ 1138~.88 582.15 4.57 -.19 3828~.8~ 373~.88 497.78 .88 .13 3~288.8~8 113B8.8~ 582.66 4.97 .52 38281.~ 373B.B8 497.88 .88 .16 3e281.~ 113eE.ee 583.34 5.46 .67 38258.~8 373~.E~ 498.82 3~258.8~ 113~.8~ 5~.52 6.51 3131~.8~8 3738.88 58~.52 3148e.e~8 3858.88 588.98 31488.E8E 1178~.8~ 586.72 5.82 315eS.eee 3858.ee 588.94 315~.88~ 1178~.~ 5~8.68 7.66 31758.E~8 3858.88 581.37 .88 3175~.~8 11788.E8 589.38 8.81 3274~.88~ 3858.~ 581.83 .~E 3274~.E~ 1178~.~8 589.78 7.95 34845.888 3858.8e 5~$.86 .8~ 34845.Ee~ 117~.e8 51~.49 7.~. 3433~.~8 386~.~ 583.6~ .~E 3~338.E~E 117e~.e~ 51~.78 7.~5 26 DIFKX~) TOPI/ID XLCH .~ 81.49 59.e~ .88 98.55 59.88 · 88 75.28 1.~ .~E 91.86 1.88 .88 75.76 1~.88 .88 91.89 1~.8~ · 8~ 82.45 1.~E .14 .Ed 135.14 1.19 .~ 365.42 2.5~ .~ 129.~ 1~68.88 2.47 .~ /~o~.47 1~68.~ .$8 .~1 98.39 178.~ .12 .8~ 118.97 178.~ .~4 .~ 98.57 28.88 1.88 .~1 352.59 2E.EE .~5 .E~ 195.58 25~.~ .78 .~ 255.15 258.~E .~6 .~E 196.55 998.~ .~ .E~ 262.95 99~.~E 1.2~ .EE 22~.1~ 15~5.E~ .71 .~ 275.~1 15~5.~ .58 .~E 2~7.6~ 285.E~ .28 .~ 259.22 3434~.8E~ 386~.~ 5~3.78 3434~.~E 117E~.~ 51~.72 3487~.~ 386~.~ 5~6.41 3487~.~d 117~d.dd 511.7d 3545d.d~d 386~.dd 5d7.82 3545~.8~ 117dd,dd 512.68 3557d.ddd 386d.d~ 5~8.~6 3557~,8d~ 117Ed,~d 512,94 3577d.dd~ 386d.~ 5~8.45 3577d.d~ 117dd,ed 513,23 1 11/~5/87 16:55=42 6.94 5.29 4.86 4,.87 4.78 .14 .~ 2d8.64 · d3 .dE 259.$8 2.63 .dd 226.99 .98 .~d 264.21 1.41 .dd 215.93 .98 .dB 275.77 · 25 .eE 217.41 · 25 .dd 281.96 · 39 .E~ 21d.82 2~.~E · 29 .dd 2~8.$4 ~e.e~ PA6E 28 SLI~RV OF ERRORS ~ SPECIAL NOTES CAUTION SE{NO= 186~E.d~ PROFILE- 2 CAUTION SEONO= 186dd.~d~ PROFILE= 2 I 11/1~5/87 16:59:!13 NSEL ASSU~ED BASED ON HIN BIFF 2~ TRIALS ATTEHPTEO TO BALANCE NSEL HEC2 RELEASE DATED NOV 76 UPDATED lqAV 1984 ERROR CORR - dl,d2,d$,d4.eS,d6 I~OIFICATION - 5d,51,52,55,54,55,56 IBM-PC-XT VERSION THIS RUN EXECUTED 11/d5/87 16:59:d$ 27 APPENDIX 3 AS-BUILT CONDITIONS EXTENDED BASE MODEL - HEC-2 3 a) FIS FLOWS 3 b) ULTIMATE DEVELOPMENT FLOWS APPENDIX 3 a) AS-BUILT CONDITIONS EXTENDED BASE MODEL - HEC-2 FIS FLOWS * WATER SURFACE PROFILES * VERSION OF NOVEMBER 1976 UPDATED MAY 1984 * IBM-PC-XT VERSION * RUN DATE 11/~5/87 TIME 18:35:27 U.S. ARMY CORPS OF ENGINEERS THE HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET, SUITE D DAVIS, CALIFORNIA 95616 (916) 44~-21~5 (FTS) 448-21~5 1 11/~5/87 16:35:28 X X XXXXX)O( XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX X X X XXXXX X X XXXXXXX PAGE 1 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - ~1,~2,~3,~4,~5,~6 MODIFICATION - 5~,51,52,53,54,55,56 IBM-PC-XT VERSION THIS RUN EXECUTED 11/85/87 16:35:28 C T1 T2 TS J1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 1~ YEAR DISCHARGE AS-BUILT MOORE ROAD BRIDGE GRAPEVINE CREEK ( 547~2 -- GRPROP ) ICHECK INQ NINV IDIR STRT ~. 2. ~. ~. .~ J2 NPROF IPLOT PRFVS XSECV XSECH 1.~ .~ -1.~ .~ .~ VARIABLE CODES FOR SUltRY PRINTOUT 15~.~ 2~1.~ .~8~ -~ J5 LPRNT NUMSEC OCT 1987 METRIC HVINS Q NSEL FQ .~ .~ ~. 456.)8E .~ FN ALLDC IBW CHNIM ITRACE .~ .~8~ .~e~ .~ ***.****REQUESTED SECTION NC .078 .~7~ .~5~ .1~ .388 .888 QT 6.888 6988.888 9788.888 11888.888 14288.888 16188.888 PROFILE SECTION G - SURVEY SECTION 7 5178.888 .888 .888 X1 15358.888 36.~88 1527.888 1588.888 1288.888 1388.888 1188.888 .888 .888 GR 488.988 1888.888 475.888 1188.888 478.588 1288.888 463.888 1249.888 459.188 GR 458.388 1271.888 462.788 1295.888 462.788 1388.888 468.888 1326.888 459.788 GR 459.688 1352,888 459.688 1398.888 459.5~8 1428.888 459.888 1437.888 459.588 GE 454.788 1482.888 455.188 1588.888 454.888 1527.888 441.488 1545.888 441.388 GR 454.688 1588.888 454.788 1688.888 454.188 1788.888 455.188 1888.888 453.688 GR 456.788 1898.888 456.988 1989.888 457.888 1919.888 455.888 1941.888 455.288 GR 456.588 2888.888 458.288 2188.888 461.588 2288.888 467.788 2388.888 474.888 GR 481.188 2588.888 .888 .888 .888 ,888 .888 .888 .888 NC .888 .888 .888 .388 .588 .888 .888 458.988 829.888 979.888 1125.888 BELT LINE ROAD - DOI,ItSTREAIfl SIDE PROFILE SECTION H - SURVEY SECTION 8 .888 459.888 462.788 459.888 454.988 Xl 15448.888 38.888 1125.888 1272.888 25.888 358.888 98.888 X3 18.888 .888 .888 .888 .888 .888 .888 GR 488.988 658.888 478.588 758.888 463.888 887.888 463.588 GR 481.888 879.888 459.788 897.888 459.688 943.888 459.588 GR 459.788 1888.888 468.588 1188.888 468.588 1125.888 457.288 1 11/85/87 16:35:28 855.888 998.888 1136.888 PAGE 2 GR 454.988 1137.888 458.888 1145.888 442.288 1168.888 439.788 1177.888 439.788 GR 441.188 1222.888 441.188 1224.888 441.688 1238.888 446.488 1248.888 458.188 GR 458.188 1249.888 456.288 1278.888 457.488 1272.888 468.588 1272.888 468.588 GR 468.288 1488.888 468.288 1461.888 468.288 1588.888 468.888 1688.888 462.588 GR 464.688 1888.888 466.488 1988.888 469.188 2888.888 .888 .888 .888 SB 1.858 2.413 2.588 .888 57.888 6.888 1846.888 2.373 X1 15478.888 .888 .888 .888 38.888 38.888 38.888 .888 X2 .888 .888 1.88~ 459.888 468.588 .888 .888 .888 X3 18.888 .888 .888 .888 .888 .888 .888 458.988 BT -23.888 658.888 488.988 .888 758.888 478.588 .888 887.888 BT .888 829.~8~ 465.588 .888 855.~ 462.7~ .E~8 879.888 BT .888 897.888 459.788 .888 943.888 459.688 .888 979.888 BT .888 998.888 45g,888 .888 1888.888 459.788 .888 1188.888 BT .~8 1125,88~ 468,588 458.988 1272,888 468,588 459.888 1388,888 BT ,888 1488,888 468,288 ,888 1461,888 468,288 .888 1588,888 BT .888 1688.888 468,888 .888 1788,888 462.588 .888 1888.888 BT ,888 1988.888 466,488 ,888 2888,888 469.188 ,888 ,888 Xl 15528.888 18.888 1527.888 1688.888 58.888 58.888 58.888 .888 .888 GR 488.988 1888.888 475.888 1188.888 478.588 1288.888 463.888 1249.888 459.188 GR 458.388 1271.888 462.788 1295.888 462.788 1388.888 468.588 1326.888 459.788 GE 453.688 1527.888 441.388 1568.888 441.888 1585.888 455.688 1688.888 455.288 GR 468.888 2238.888 478.888 2488.888 475.888 2688.888 .888 .888 .888 ST LOUIS & SOUTHNESTERN RAILROAD - DONNSTREAI~ SIDE PROFILE SECTION I - SURVEY SECTION 9 ~.- X1 156~.888 28.8~8 1321.~8~ 145~.~8~ 5~.~8~ 18~.~ GR 462.7~ 1~.~ 462.6~ 11~.~ 462.6~ 12~.~ 6R 455.~ 1321.~ 44B.4~ 133~.~ 44B.4~ 13~4.~ GR 442.3~ 1378.~ 442.3~ 137g.~ 441.6~ 1392.~ GR 446.~ 1411.8~ 449.~88 1423.~8 /+49.~8~ 1424.~ GR 456.4~ 145~.~8 461.7~ 145~.~ 462.9~8 15~.~ ~ GR 484.2~ 18~.~ 454.8~ 19~.~ 465.4~B 28~8.~8 8~.~ .~8 .e88 .~ .~8~ 459.4~ 459.4~8 .~ 462.8~ 13~.~8~ 462.7~ 1321.~ /-+42.4~ 1349.~ 442.4~ 135~.~ 445.5~ 14~.8~ 446.~ 141~.~ 452.6~ 1437.~ 452.6~ 1438.~ 465.4~ 16~E.~ 46).B~E 17~E.E~ Xl 1563~.~ 24.~ 1115.8~ 121~.~0E GR 47~.~ 10~B.~ 468.~ 1~2~.~ i GR46~.~ 1~52.~ 458.~ 1~6~.~ GE 458.~8 1115.~ 442.B~8 115~.~ 6R 45~.~ 121~.8~ 452.~8~ 122~.~8~ ~ C-R 461.76~ 126~.~ 462.~ 147~.~ 1 11/~5/87 16:35:28 · ~8~ 459.488 459.4~8 .~8 · 8~ 1321.~8~ 462.78~ 459.48~ · ~8 19~8.~E8 464.888 .~SE $~.B~ 18.88~ 2e.8~ .~8~ .~88 .~88 466.B88 1~26.E8~ 464.888 1858.8E~ 462.888 1845.8~8 456.~ 1868.~88 454.~ 1188.8~8 452,888 1185.888 441.8~8 1152.~8~ 441.78~ 1158.~88 442.~88 1168,888 454.~ 1238.8~ 456.8~8 124~.~8~ 46~.~88 1258.8~8 464.~ 177~.~8 466.8~8 1978.~88 .888 .888 PAC~ 3 NC .~8 .~ -~ .108 ~' Xl 1564~.~ 24.8~ 11~2.g8~ 12~.~ GR 47~.0~ I~E.~ 468.8E~ 1~15.8E8 GR 46~.~ 1~S2.~8~ 458.8~8 1~6~.8~8 ~ GR 45~.~08 1182.~ 442.~ 1126.~8~ GR 45~.~ 12~.~ 452.~ 1215.~8 456.888 1~7~.8~ 454.888 1~85.888 452.888 1~92.~88 441.88~ 1128J~8 441.7~8 1154J~ ~,2.~ 1156.~8~ 454.~E~ 1225.E8~ 456.E8~ 1235.8~8 458.8~8 GR 461.76~ 1255.888 462.888 1465.~88 464.888 1765.888 466.8EE 1965.E88 .888 ~ Xl 15658.~ .0~ .~B~ .~B~ Xl 15668.888 24.~88 1889.8~8 ~ ~ 47~.~ 1~8~.~ 468.~ 1~1~.~ ~ GR 46~.~ ~5~.~ 458.~ GR 45~.~ 1889.8~ 442.8~8 11~5.888 ~,. GR 45~.~8 117~.~8~ 452.~8 GR 461.768 1235.8~ 462.~88 1445.88~ 466.~8E 1~2~.~ 464.~ 18~.~ 456.~ 1865.888 454.8~8 1875.888 441.8~ 1187.~8~ 441.788 1133.~ 454.8~8 12~8.~ 456.888 121~.88~ 464.8~ 1745J~8 466,888 1945.88~ 462.~ 1~4~.8~ 452.888 1~82.888 /+42.8~8 1135.888 468.~88 1225.888 NC .878 .878 .858 .1~8 .388 .~8~ Xl 1568~.8~ 24.~8~ 1852.8~8 1248.~8 28.888 15.888 GE ~7~.~ 1~.~ 468.~88 1812.~8~ 466.8~8 1823.888 2~.888 .888 .888 .888 464.8~8 1~38.888 462.888 1845.888 GR 468.~ 1~52.~ 458.~ le6e.88e 456.~8 1~68.~ GE 45~.~ 1~88.~ 442.8~ 11~2.~ 441.83~ 11~.888 441.758 GR 45~.~8 116~.~88 452.~ 1155.~ 454.~8 122~.8~8 GR 461.76~ 125~.~8 462.~8 146~.~ 464.~ 175~.Z~ '"" X1 15738.~8 2~.~ 1~99.~8~ 6R 478.~8 1~.~ 468.~8~ GR 46~.~ 1~99.~ 458.8~8 6R 442.~ 1172.~ 45~.~8 1192.~ 452.~88 442.~ 466.~8~ 1~7~.888 464.~ 1888.~ 462.~e~ 1888.~8~ 442.~8 1142.~8~ 441.85~ 1144.~ 441.758 1178.888 452.~88 1218.8~8 45~.~8~ 1287.888 456.8~8 1297.8~8 GR 46~.~8 1387.8~ 461.76~ 1317.~8~ 462.~ 1527.~8 464.~88 1817.~88 NC ~ qT .~70 .~7~ .~5~ .1~ .3~8 .~8~ .~8~ .88~ 6.~e~ 69~.~ 978~.~ 11~8.~ 14288.88~ 165e~.~8 5288.8~ .8~8 PROFILE SECTION J - SURVEY SECTION le START LAND DEVELOPEMENT FILL ON LEFT OVERBANK : Xl 164B~.~ 24.~8 1654.8~8 1722.~88 B$8.~ X5 .~ .8~ .~8 139~.~8 47~.~8 2146.~88 GE 456.~ 15~.~8 454.9~ 16~.~ 457.1~ 1634.~ GR 445.8~ 17~.~08 457.288 1722.~ 455.9~8 1888.8~ 455.68~ ~ GR 456.1~ 21~8.~8~ 455.~ 2116.~8 465.4~ 2146.~88 465.4~ GR ~63.5~8 22~8.~0~ 465.~8 2261.88~ 468.6~ 23~8.~8 469.2~ 466.~8 2~17.~88 47~.~ .888 .8~8 466.5~8 138~.888 458.78~ 445.~8 1665.~ 442.7~ 1683.8~ 455.6~ 464.~ QT 6.8e~ 75~8.88~ 105~.8~8 118~.~ 151~.~ 16~8~.88~ 522~.~8 .888 .888 ! ×1 176~0.~ 14.~ 1535.8~ 161~.~ 116~.~8 18~.~ 112~.~8~ .~ .~8~ .~ X3 .~0~ .~ .88~ 114~.~8 47~.~8~ 19~.~8 478.8~8 .8~8 .888 GR 48~.~ 958.~e 478.~8 98~.~8 468.888 114~.888 459.8~ 141~.88~ 458.788 P' GR 457.5~8 1555.~8~ 445.B~ 1561.~8~ 445.~8~ 1572.88~ 446.~ 1598.8~8 459.5~8 1 ~. 11/~5/87 16:55:28 PAGE 4 X1 1798~.~8 ~ X5 .8~8 .888 .8~8 le98.8~8 GR 478.00~ 1~e8.~8 468.888 1~3~.~8 ~ GR 46~.~ 1165.~ 458.~88 12~5.8~8 ! GR 452.~ 1522.8~ 45~.~8 1538.~8 GR 46~.~ 173~.~ 462.~8 1745.~8~ 2~.88~ 14~.~88 1598.888 6~.8~8 268.8~8 466.8~8 187~.~ 464.~8~ 45B.88~ 148~.~8~ 456.888 446.1~ 1558.8~8 45~.~ ~ GR 46~.~ 1145.~ 459.888 1228.8~8 GR 469.7~ 1685.~8 478.88~ 1818.8~8 17.~8 148~.~ 155~.~8 168.~ 18e.8~8 17~.~8~ .88~ .88~ .~ 46B.~ 1~45.~ ~64.~ 1~8~.~ 462.~ 112~.~ 458.~8 1255.~ 458.~ 148~.~ 45~.~8~ 1495.~8~ 68.~8 GR 478.8~8 1~8~.88~ 468.~8~ 1~$~.~ 466.~8~ GE 46~.~ 115~.~ 458.~ 1248.8~8 458.~88 GE 45~.~8 1535.~ 468.888 1545.8~8 46~.8~8 464.~8~ 1~85.~8~ 462.~ 1138.888 458.~ 1518.8~ 446.8~8 1525.888 468.~8~ 1658.888 469.858 1688.~8~ Xl 18248.888 14.888 1488.888 1553.888 38.888 X3 .J~8 .888 .888 1842.888 478.888 GR 478.888 1888.888 468.888 1855.888 466.888 GR 468.888 1155.888 468.888 1488.888 458.888 GR 468.888 1553.888 468.888 1618.888 469.988 Xl 18528.888 14.888 1518.888 1588.888 88.888 88.888 88.888 .888 X3 .888 .888 .888 1852.888 478.888 .888 .888 .888 SR 478.888 1888.888 468.888 1848.888 466.888 1862.888 464.888 1185.888 GR 468.888 1195.888 468.888 1458.888 468.888 1518.888 458.888 1555.888 GR 458.888 1568.888 468.888 1588.888 468.888 1678.888 478.888 1698.888 .888 .888 462.888 458.888 .888 .888 .888 462.888 447.188 .888 .888 .888 1148.888 154~t.888 1158.888 1542.888 Xl 18458.888 17.888 1465.888 1538.888 GR 478.888 1888.888 468.888 1855.888 GR 468.888 1248.888 468.888 1385.888 SR 458.888 1518.888 468.888 1558.888 GR 468.888 1778.888 478.888 1788.888 PROFILE SECTION K - SURVEY SECTION 11 ENO LAND DEVELOPEMENT FILL ON LEFT OVERBAI~ X1 18588.888 48.888 4938.888 5825.888 58.888 58.888 58.888 .888 .888 .888 X3 .888 .888 .888 4553.888 478.888 .888 .888 ,888 .888 .888 GR 487.288 4858.888 484.588 4188.888 482.388 4158.888 479.388 4288.888 476.788 4258.888 GR 474.388 4388.888 472.488 4358.888 478.888 4488.888 469.388 4458.888 467.988 4588.888 GR 466.188 4558.888 464.588 4888.888 465.788 4658.888 485.288 4788.888 462.288 4758.888 GR 462.388 4888.888 462.388 4858.888 461.688 4988.888 461.688 4918.888 461.888 4928.888 GR 462.888 4938.888 458.588 4946.888 454.588 4968.888 458.888 4978.888 447.688 4985.888 GR 448.588 4998.888 451.588 5888.888 459.588 5828.888 461.888 5825.888 461.588 5858.888 GR 462.488 5188.888 462.588 5158.888 465.888 5288.888 468.588 5258.888 472.888 5288.888 1 11/85/87 16:35:28 PAGE GR 472.988 5298.888 478.688 5298.888 475,128 5358.888 475.988 5588.888 479.588 5448.888 NC .888 .888 .828 .388 .588 .888 .88~ .888 .888 Xl 18514.888 54.888 1515.888 1688.788 14.888 14.888 14.888 .888 .888 i GR 476.988 1888.888 472.988 1887.888 472.588 1857.888 471.188 1187.888 478.988 GR 478.608 1183.888 478.588 1255.888 463.388 1255.~88 463.388 1258.888 478.688 GR 478.888 1487.88~ 472.2~ 1457.888 472.588 1581.~88 472.548 1515.888 467.898 ~ GR 458.918 1548.788 458.568 1558.488 455.818 1565.658 454.868 1568.158 448.688 SR q49.1~ 1596.95~ 449.~4~ 161~.8~8 455.988 1625.55~ 457.168 1628.858 458.158 GE 4§8.§8~ 16§2.388 468.488 1688.788 475.658 1688.788 475.888 1698.888 473.888 ~ GE 473.58~ 18~7.888 475.68~ 1857.888 473.688 1898.888 473.388 1987.888 .888 · 888 .888 1157.888 1258. 1515.888 1584.458 1658.158 1757· 888 PROFILE SECTION t - SURVEY SECTION 12 AS-BUILT BRIDGE -- DATA UPDATE ON OCT. 1987 MOORE ROAD - DOI4tSTREAM SIDE X1 18515.8~ 38.~ 1513.~B~ 1688.7~8 1.~88 1.~e~ 1.e~ .~8~ .~ -~ BT -21.~ 1~.~ ~76.9~ .~ 1~7.~ ~72.9~ .~ 1~57.~ ~72.5~ .~ BT .~ 11~7.~ 471.1~8 .~ 1157.~ ~7~.9~ .~ 118~.~ ~7~.6~ .~ BT .~ 1255.~ ~7~.5~ ~67.~ 1258.~ ~7~.6~ ~67.$~ 1~7.~ 47~.8~ .~ BT .~ee 1~57.~8 ~72.2~ .~ 15~1.~ 472.5~B .~ 1515.~ ~72.~8 468.~ 8T .~8 1565.65~ ~7~.$2~ ~69.~2~ 1625.55~ ~75.76~ ~69.768 168~.7~ ~7~.65~ ~69.65~ 8T .~ 1698.B~8 ~7~.8~ .~ 1757.~ ~75.8~ .~ 18~7.~ ~75.5~ .8~ BT .~8 1857.~ 47~.6~ .~88 1898.~ ~75.68~ .~8~ 19~7.~ ~75.5~ .B~B GE 476.9~ 108~.~ ~72.9~ 1~7.~8~ ~72.5~ 1857.~ 471.1~ 11~7.~ 47~.98~ 1157.~8~ SR ~78.608 1185.~8~ ~7~.5~ 1255.~ ~65.~ 1255.~0~ ~6~.~ 1258.~ ~7~.6~ 1258.~ GR ~7~.8~ 1~7.~ ~72.2~ 1~57.~8~ ~72.5~ 1581.~ ~72.~ 1515.~ ~67.898 151~.~ 6R ~58.91~ 15~.7~B ~58.56~ 1558.~ ~55.818 1565.658 469.~2~ 1565.65~ ~69.$2~ 1568.158 GR ~5~.868 1568.15~ ~48.68~ 158~.~5~ 449.1~ 1596.95~ ~9.~B 1618.8~B ~55.988 1625.55~ GR 469.76~ 1625.55~ 469.76~ 1628.~5~ ~57.16~ 1628.~58 458.158 165~.15~ ~58.5~ 1652.~ GE ~68.~8~ 168~.7~0 ~7~.65~ 168~.7~ ~75.8~ 1698.B~8 ~75.8~ 1757.~88 ~75.5~8 1887.~ GR ~7~.6~ 1857.~ ~73.6~ 1898.~ ~73.3~ 19~7.~ .8~ .~ .~ .~ I'IOORE ROAD - UPSTRENq S[DE Xl 18565.~8 38.~88 1513.~88 1679.658 5~.~8~ 58.888 58.888 .~ .~88 BT -21.~8~ 1~88.~8 476.9~8 .~88 1~87.~ ~72.988 .88~ 1857.88~ ~72.588 BT .888 1255.888 478.588 467.388 1258.888 478.688 467.388 1487.888 478.888 BT .888 1457,888 472.288 ,888 1581.888 472,588 ,888 1513,888 472,668 468,668 BT ,888 1565,288 473.388 469,388 1624,928 473.848 469,848 1679,658 473,328 469,328 BT ,888 1698.888 473,888 .888 1757,888 473,888 .888 1887.888 473,588 ,888 BT .888 1857,888 473.688 ,888 1898,888 473.688 ,888 1987,888 473.388 ,888 SR 476,988 1888.888 472.988 1887.888 472,588 1857,888 471.188 1187.888 478,988 1157.888 ~ 478.688 1185,888 478,588 1255.888 465.388 1255.888 465.388 1258.888 478.688 1258.888 GR 478.888 1487.888 472.288 1457.888 472,588 1581.888 472.668 1513.888 467.398 GR 458,738 1548.158 458,478 1557,958 455.688 1565.288 469,388 1565,288 469.388 1567,788 GR 454.618 1567.788 448.498 1583.158 449.188 1595,658 448,698 1618,488 455,948 1624,928 GR 469,848 1624.928 469.848 1627,428 457,198 1627.428 458,248 1629.588 458.578 1651.388 GR 468,158 1679,658 473,328 1679,658 473.888 1698,888 473,888 1757,888 473.588 1887,888 GR 473.688 1857.888 473.688 1898.888 473.388 1987.888 .888 .888 .888 1 11/85/87 16:35:28 PAGE 6 6R 478.688 1183.888 478.588 1255.888 463.388 1255.888 463.388 1258.888 478.688 1258.888 GR 47~.888 1487.888 472.288 1457.888 472.588 1581.888 472.86~ 1513.88~ ~67.398 1513.~B GE 458.738 1548.158 458.478 1557.958 455.688 1565.288 454.618 1567.788 446.498 1583.158 GR 449.188 1595.658 448.698 1618.488 455.948 1624.928 457.198 1627.428 458.248 1629.588 GR 458.578 1651.388 468.158 1679.658 473.328 1679.658 473.888 1698.888 475.888 1757.888 GR 473.588 1887.888 473.688 1857.888 476.688 1898.888 .888 .8~1 .888 .888 X1 18688.888 19,888 1358.888 1588.888 34.888 34.888 34.888 .888 .888 GE 476.388 1888.888 478.588 1858.888 464.588 1188.888 462.888 1158.888 462.888 GE 461.488 1258.888 468.588 1388.888 459.788 1358.888 458.388 1398.888 447.788 #mmm GR 447.4~ 1428.~8 457.6~ 1444,~ 461.~ 158~.~ ~62.7~8 155~.8~ 464.~8~ 16~.B~ GR 466.5~0 165~.~ 469.30~ 1695.~ 473.40~ 1741.~ 473.5~ 175~.~ .~ .~ Xl 18615.~ 19.8~ 155~.~ 15~8.~8 15.~88 15.888 15.888 .8~8 .888 GR ~76.3~ 1~.~ 47~.5~ 1~58.~ 46~.5~ 11~.~8~ 482.88~ 1158,~88 ~62,~ GR 461.4~ 125~.~ 46~.5~ 13~.~ 459.7~ 135~.~8 458.3~ 139~.~ 447.7~ GR 447.4~ 1~28,~0~ 457.6~ 1444.~ 461.~ 15~.~ 462.7~ 155~.~ 464.~ 16~.~ GR 466.5~ 1658.~ 469.3~ 1695.~ 473.4~ 1741.~ 473.5~ 175~.~ .~ .~ Xl 18656.~ 32.8~ 1885.888 1868.~8 35,888 35.8~8 35,888 GR 482.6~8 1188.888 478.388 1288.88~ 469.288 1388.888 465.288 GR 467.388 1384.888 466.888 1488.888 466.588 1416.888 463.488 GR 462.388 1688.888 461,688 1788.888 462,488 1885.888 447,588 GE 448.18~ 1853.888 462,888 1868.888 462.388 1988.888 463,188 GR 472,388 2133.888 473,288 2134.888 472,788 2148.888 478,788 GR 476.48~ 2288.888 477.888 2258.888 478.288 2263.888 478,688 GR 476,288 2521.888 478,388 2~49,888 .888 .888 .888 QT 6.888 7588.888 10588.888 11888.888 15188.888 16588.8~8 11888.888 NC .898 .898 .858 .188 .388 .888 .888 SECTION ADDED BY NOM ENGINEERS FROM COPPELL TOPO 18/23/67 1434.888 1838.888 2888.888 2157.888 2284.888 463.688 446.888 467,388 475.68~ 477,788 1376.888 1588.888 1841.~88 2185.888 2388.888 Xl .188 28.888 465.888 568.888 338.888 275.888 518.888 .888 .888 .888 GR 478.8~8 .888 476.888 18.888 474.888 25.888 472.888 35.888 478.888 65.888 GR ~68.8~8 8~.8~8 466.~88 188,888 464,888 128,888 464,888 465,888 468,888 ~88,888 E;-;-R 458,888 588,888 449,888 518,888 449.888 528.8~8 458,888 538,888 46~.~8~ 558,888 GR 462,888 568.8~8 464,888 625,888 466,888 655,888 478,888 695,888 471,888 715.888 SECTION ADDED BY ~ ENGINEERS FROM COPPELL TOPO 86/27/87 Xl .288 28.888 318,888 385.888 298.888 265.88~ 398.888 .888 .888 .888 i GR 478.8~8 .~88 476.8~8 35.8~ 474.888 58.888 472.888 88.888 478.888 185,888 GR 468.~8 145.8~8 466.888 24~.~88 464.8~8 $18.888 46~.~88 328.888 458.288 338.888 GR 45~,2~8 548.~ 46~.~88 355.~ 462,888 365.~8 464,888 385,888 466,888 725,888 m,-,, GR 468.888 768.8~8 478.~8~ 788,888 472.888 785,888 474.8~8 882,888 475,888 818,888 1 11/I35/87 16:35:28 SECTION ADDED BY NOM ENGINEERS FROM COPPELL TOPO 1~/23/87 PAOE ×1 .3~ 1~.~ 315.~ 372.~88 41~.8~8 28~.~ ~5~.~ .~ .~ .~ t"-' GE 476.888 .~88 474.888 18.888 472.888 35.888 478.888 5~.B88 468.~E 188.~88 ! GR 466.8~8 185,888 464.888 315,888 468.8~8 338,888 451,888 348.88~ 451.~8~ 358.88~ OR 468.88~ 362.888 464.~88 372,888 464.888 475,888 468,888 618,888 478,888 622.888 ~ GE 476.888 645,888 .888 .~8~ .888 .888 .888 .888 .888 .888 PROFILE SECTION M - SURVEY SECTION 13 SECTION MODIFIED BY NOM ENGINEERS BASED ON COPPELL TOPO 86/27/87 X1 2~54~.~ 19.~ 1497.B~B 159~.~ 37~.~ 35~.~ 54~.~ .B~ .B~ .B~B GE 48~.~ 182~.~ 478.~ 1~52.¢~¢ 476.~ 1~74.~ 474.EE~ 11~.~¢E 472.~¢~ 1134.8e8 6R 478.888 1168.8~ 468.8~ 1192.~8~ 466.888 1238.888 466.888 1385.888 466.888 1497.888 GE 468,8¢8 1515.~¢ 452,88¢ 1529.~88 452.688 1552.~88 46¢,88~ 1575.888 466.888 1598.8¢¢ 6R 478.888 16~.~ 478.8~8 1622.~ 488.8~8 1628.88~ 488.588 1653.888 .888 .888 QT 6.888 7588.¢88 18588.888 11888.888 15188.888 16188.888 11888.888 SECTION ADDED BY ~ ENGINEERS FRD('I COPPELL TOPO 86/27/87 X1 .58~ 19.888 458.8~8 582.~ 315.888 415.888 435.888 .888 .888 .888 GR 484.888 .~8 482.888 25.888 488.888 55.888 478.888 88.888 476.888 182.888 GR 474.8~ 128.888 472.888 146.888 478.888 196.888 468.888 258.888 468.888 458.888 GR 454.888 475.888 454.888 498.888 468.888 524.888 478.888 582.888 472.888 688.8~8 GE 474.888 628,~88 488.8~8 658.688 482.888 665.888 484.888 688.888 .888 .888 SECTION ADDED BY NDH ENGINEERS FRC~I COPPELL TOPO 18/25/87 Xl .688 12.8~8 378.888 455.888 388.888 368.888 398.888 .888 .888 .888 GE 488.888 .888 474.888 68.888 472.888 185,888 478.888 148.888 478.888 378.888 GE 468.888 395.888 455.888 485.888 455.888 415.888 468.888 435.888 478.888 455.888 GR 474.888 545.888 488.888 555.888 .888 .888 .888 .888 .888 .888 i SECTION ADDED BY AEI ENGINEERS FRO~I COPPELL TOPO 83/83/87 Xl 21698.888 19.888 1198.888 1255.888 188.888 388.888 325.888 .888 .888 .888 GE 482.888 1888.888 488.888 1828.888 478.888 1~55.888 476.888 1888.888 474.888 1185.888 GE 472.888 1158.888 478.888 1198.888 468.888 1288.888 456.888 1285.888 455.988 1218.888 GR 456.888 1228.888 468.888 1238.888 478.888 1255.888 472.888 1395.888 474.888 1495.888 GR 478.~88 1538.888 478.888 1555.888 488.888 1588.~88 482.888 1618.888 .888 .888 NC .888 .888 QT 5.888 7588.888 1 11/85/87 16:55:28 SECTION ADDED BY ND(4 ENGINEERS FROH COPPELL TOPO 86/27/87 PAG~ Xl 1.888 19.888 76.888 146.888 518.888 588.888 558.888 ? GE 488.888 .888 478.888 9.888 478.888 12.888 474.888 ~ GE 478.888 76.888 468.888 83.888 458.888 98.888 457.388 GE 468.888 112.888 478.888 146.888 472.888 178.888 474.888 ? GR 478.888 358.888 488.888 385.888 482.888 488.888 484.888 QT 6.888 7588.888 18588.888 11888.888 15188.888 16888.888 11888.888 PROFILE SECTION N - SURVEY SECTION 14 472.488 474.788 X1 22688.888 16.888 1397.888 1447.888 378.888 358.888 388.888 .8~8 GE 487.788 1888.888 485.288 1188.888 478.688 1288.888 474.388 1233.888 GR 475.888 1397.888 458.688 1412.888 459.888 1425.888 461.588 1435.888 1388.888 1447.888 GR 475.608 15e~.eee ~79.38~ 16EE.e~e ~85.188 1788.eeE ~98.2E~ 18Ee.88~ ~97.388 198E.eee GR 582.288 2888.888 .888 .888 .888 .888 .888 .888 .888 .888 .,.,,. SECTION ADDED BY NON ENGINEERS FROff COPPELL TOPO 86/27/87 X1 2.888 21.888 188.888 GR 487.888 .888 486.888 GR 478.888 78.888 476.888 GR 468.888 135.88~ 459.688 ~R 474.888 188.888 476.888 SECTION ADDED BY AEI ENGINEERS FRC~I COPPELL TOPO 83/83/87 Xl 23988.888 12.888 1215.888 1385.888 758.888 598.888 GR 488,888 1888.888 482.888 1825.888 488.888 1875.888 GR 463.888 1345.888 463.888 1355.888 478.888 1378.888 GR 488.888 1485.888 498.888 1~48.888 .888 .888 738.888 478.888 488.888 1215.888 1385.888 478.888 486.888 .888 1525.888 1395.888 .888 SECTION ADDED BY NDH ENGINEERS FROR COPPELL TOPO 86/27/87 Xl 3.888 19.888 146.888 271.888 318.888 458.888 465.888 .888 .888 .888 GR 489.888 .888 488.888 ~.888 486.888 14.888 484.888 42.888 482.888 62.~88 GR 488.888 12~.888 475.888 146.88~ 47~.888 172.888 464.388 181.888 464.388 196.888 GR 47~.~88 215.888 475.888 271.888 488.888 326.888 482.~88 347.888 484.888 378.888 GR 486.888 391.888 48B.888 418.888 498.888 462.888 492.888 498.8~8 .888 .888 SECTION ADDED BY NDH ENGINEERS FROH DOPPELL TOPO 86/27/87 11/85/87 16:55:28 PAGE g Xl 4.888 19.888 198.888 315.888 358.888 548.888 56~.888 GR 491.888 .888 498.888 32.888 488.888 48.888 486.888 GR 482.888 168.888 488.888 198.888 478.888 218.888 465.788 GR 478.888 255.888 488.888 315.888 482.888 325.888 484.888 GR ~88.888 558.888 498.888 586.888 492.888 655.888 494.888 QT 6.888 7588.888 18588.888 11888.888 15188.888 15588.888 11888.888 SECTION ADDED BV N~ EN~INEER~ FROt, I COPPELL TOPO ~G/27/87 Xl 5.888 18.888 98.888 288.888 138.888 168.888 145.888 .8E8 .888 GR 491.888 .888 498.888 25.888 488.888 48.888 486.888 52.888 484.888 GE 482.888 82.888 488.888 98.888 478.888 113.888 468.888 13~.888 465.988 GR 465.988 158.888 478.888 172.88~ 488.888 288.888 482.888 388.888 484.888 GR 486.8~ 418.8~8 488.888 q75.888 498.888 535.888 .~8 .888 .888 Xl 2~938.888 28.888 1312.888 1398.888 178.888 158.888 228.888 6R 494.8~8 18~.~ 492.~ 1~25.~ 49~.~ 113~.~ 488.e~ 114~.~ 486,~ 115e.~ 6R 484.~ 116~.~ 482.~ 118~.~ 48~.~ 12~.~ 472.~ 1312.~ 47~.~ 134~.~ 6R 466.4~ 1355.~ 466.4~ 1365.~ 47~.~ 1375.~ 48~.~ 159~.8~ 484.~ 141~.~ SR 486.~ 144~.~ 488.~ 149~.~ 49~.~ 153~.~ 492.~ 158~.~ 494.~ 162~.~ SECTION ADDED BY NOf'1 ENGINEERS FROH COPPELL TOPO 1~/27/87 X1 6.~ 15.~8 184.~ 265.~8~ 58.~ 95.8~ 9~.~ .~ .~ .~ GR 491.~ .~ 49~.~ 35.~ 484.~ 65.~ 482.~ 9~.~ 48~.~ 17~.~ GR 476.~ 184.~ 47~.~ 2~5.~ 466.8~ 215.~ 466.8~ 225.~ 47~.~ 245.~ GR 476.~ 263.~ 48~.~ 275.~ 486.~ $25.~ 488.~ 375.~ 49~.~ 45~.~ NC .~88 .~B~ .~45 .eBB .~68 .~8 .~8~ Xl 25~85.8~8 16.~8~ 1537.~ 1627.~8 45.~ 85.~ 88.~ GR 49~.~ 1417.~ 488.~ 1425.~ 486.~ 14~7.~ 484.~ GE 48~.7~ 1537.~ 472.~ 156~.~ 467.3~ 1564.~ 467.1~ GR 478.488 1593.~8~ 482.5~ 1627.~ 482.48~ 1641.~ 486.~ GE 49~.~ 184~.~ .~ .~ .~8~ .~ .~ Xl 25135.~ 18.~ 1534.~8 1623.~ 48.~e~ 6e.8~e 5~.~88 GR 492.~ 1325.~ 49~.~ 1417.~ 488.~ 1427.~ 486.~ GR 481.8~ 15~.~ 481.4~ 1534.~ 473.5~ 1556.~ 467.1~ GR 467.1~ 1584.~ 478.5~ 1595.~ 478.4~8 16~6.~ 484.2~ GR 486.~ 1765.~ 488.~ 18~5.~ 49~.~ 1845.~ .~ START CHAPEL IMPROVEMENT FOR DENTON TAP ROAD BRIDGE REPLACEMENT PROJ Xl 25185.e88 22.~8 112~.~ 1186.~8~ 5~.~8~ 48.~ 5~.E~E GR 494.8~ 918.~ 492.~ 1~.~ 49~.~ 1~1~.~ 488.~ GE 484.~ 1~5~.~ 482.~ 1~7~.~ 48~.~ 1~8~.~ 478.~ GR 467.6~8 114~.~0~ 469.~8~ 1166.~ 478.~8E 1168.~ 475.~ GR 481.~ 1196.8~8 ~82.~8~ 12~4.~ 485.~ 12~6.B~ 484.~ I 11/~5/87 16:35:28 .ESE 1437.~ 1559.~ 1623.B~ .~8~ .e~l~l 483. 467· 488. .~l~ .8~8 484.~8~ 467.~ 485.18~ .~ 486.E~E 467.7~ ~.B~ 485.eee · 1445. 157~!. 1643. 1838.eeE 1135.8~ 1186.eEe 13E9.EE~ .ee~ PAGE F' Xl 25235.~B~ 21.~ 1e79.38e 1166.~8~ 58.e~e 5~.Ee~ 5e.~e .e8~ .~1~ .~e~ GE 494.~ 92~.~8 492.8~8 1~.~ 498.~ 1~1~.B~ 488.~ 1~2~.~ 486.~8~ 185~.~8~ GR 484.~ 1~4~.~ 482.~ 1~6~.~ 48~.5~ 1~79.3~ 477.9~ 1~82.3~ ~67.9~ 1~94.4~ GR 467,9~ 11~6,3~ 469,~ 1145,~8~ 475,~8 1156,~88 48~,~ 1166,~ 481.~ 117~,8E8 GR 482,~ 1184,~8E 483,~ 1186,~ 484,~ 1188,B~e 485.~ 1251.~ 49e,~88 1265,~8 6R 49~.~ 1275.~ .~ .~ .e~ .~e~ .~e .e~e .~ X1 2528~.~88 GR 494.~ GR 484.~ GR 475.~ GR 485.~8~ Xl 25325.B~ GR 494.8~8 1B.E~ 1~46.3~8 1155.8~E 55.88~ 25.8~ 45.~E ,BeE .~ .BEE 92e.~e 492,~ 1~,~88 498.88E 1~1~,88~ 488.e~ 1~5,8~ 486.e~e 1~4~.~e 1~43.38~ 482.2~ 11~46.3~ 468.2~8 1~61.7~ 467.48~ 1~69.3E~ 469.~ 113E.E~ 1141.~ 48~.~E~ 1151.~8~ 481.~ 115~.~E 482.~8 117~.~E~ 484.E~ 1174.8~E 1214.~ 49~.~8 1228.~ 494.~ 12~9.~8 .~ .~ .~ .~8E .Bee 1~$7.~ GR 475.~ 1842.~8 ~7~.~8 1~S~.~ 467.8~ 1~55.2~B 467.9~ 187~.~ ~67.3~ 1~79.6B~ ~R 468.5~ 1~86.8~ 469.~ 1129.~ 47~.~ 1131.~ 475.~ 114~.~ 48~.~ 11~9.~ ~ GE 481.~8 1152.~8 482.888 1168.8~ 484.~88 1173.8~8 485.~8 1188.8~8 49~.~8 1281.888 ! 6R 494.888 888.~8~ 491.3~8 1~88.888 487.88~ ~ 475.88~ 1838.8~8 478.888 1847.~8 ~68.8~8 GR 469.888 1125.888 478.888 1127.888 475.888 OR 482.888 1165.888 485.888 1171.8~8 498.888 58.888 1817.888 1136.888 1182.888 485.888 468.488 494.888 1118.888 1146.888 1191.888 488.888 467.98~ 1838.888 1121.788 1148.~88 Xl 25421.898 11.888 1188.~88 1385.888 64.888 18.888 46.888 GR 495.~88 1~8~.8~8 495.88~ 1188.88~ 489.438 1188.8~8 466.588 GR 468.58~ 1235.8~8 481.628 1263.888 482.888 1282.8~8 491.758 GE 495.888 1488.888 .888 .888 .888 .8~8 .~88 1.888 1178.888 1237.588 1488.888 NC .88~1 .8~18 .828 .3~8 .588 1.888 49~.578 .888 468.5~8 481.628 .888 TAP ROAD BRIDGE - DOt4NSTREAM SIDE · 888 .888 1235.888 .81~E 1147.1~88 1198.888 1263· 888 .8~18 PROPOSED DENTON 495.888 ~68.38~ 468.588 482.888 ~ Xl 25422.~88 18.888 1188.888 1385.888 1.888 BT -4.888 11~8.~e~ 495.~8~ 49~.358 1178.888 ~" BT .¢8~ 13¢5.8¢8 495.888 491.75~ .888 GR 495.88~ 1888.8~ 495.8~8 11~8.888 489.43~ GR 498.578 1167.588 498.578 1178.88~ q68,2~8 GR 49~.~78 1235.888 498.47~ 1237.58~ 469.758 ~ OR 491.758 1385.~8 495.888 1385.888 495.8~ .8811 .888 49~.478 1167.5~ 1235,888 1282.888 PROPOSED DENTON TAP ROAD BRIDGE - UPSTREAM SIDE Xl 25542.8~8 18.888 1188.88~ 13~5.888 128.888 128.888 128.888 .888 .8~8 .888 BT -4.~88 11~8.8~8 495.~8~ 498.838 1178.888 495.88~ 498.328 1235.~8 495.88~ 498.578 BT .~8 13~5.8~8 495.~ 491.758 .8~ .~8~ .888 .888 .888 .888 GE 495.~88 1~8~.888 495.8~8 11~.~8 489.488 1188.88~ 469.2~8 1147.888 469.8~8 1167.588 GR 498.328 1167.588 49~.328 1178.888 468.9~8 1178.8~8 468.788 1198.888 469.288 1235.~8 GR 49~.57~ 1235.8~8 498.578 1237.58~ 478.458 1237.588 481.628 1263.888 482.~8 1282.888 GR 491.758 13~5.8~8 495.~88 1385.~8~ 495.8~8 14~.~88 .8~8 .8~8 .~8 .888 1 11/85/87 16:35=28 PACE 11 Xl 25543.888 11.888 1188.888 1385.888 1.8~8 1.888 1.~88 .888 GR 495.888 18~8.8~8 495.888 1188.888 489.488 11~8.888 469.28~ 1147.888 GR 469.2~ 1235.~8~ 481.628 1263.~8 482.88~ 1282.~8~ 491.758 1385.888 6R 495.~88 14~8.88~ .~8 .8~ .~ .B~ .~8 .~ NC .888 .88~ .845 .888 .888 .88~ Xl 25568.888 18.888 1828.888 1155.88~ 5.888 75.888 GR 495.~88 1888.~88 49~.~8~ 181~.8~8 485.~8~ 182~.888 GR 478.~8 1058.888 468.9~ 187~.~8~ 469.~8 1876.~8~ GR 475.888 1128.888 488.888 1136.888 481.~88 1138.888 GR 4B6.888 115B.8~8 498.8~ 1288.888 492.888 1318.888 25.888 469.888 18313. 1883. 1149. · 468.788 495.888 485.888 .888 1385.888 .888 1119.8~8 1155.8~8 11 Xl 25618.888 16.888 1822.888 1151.888 28.888 58.888 58.888 .888 .888 .8~8 ~ SE 495.888 1888.888 498.888 1812.888 485.888 1822.888 488.~88 1~$2.888 475.888 1842.88~ SR 478.888 1852.888 469.588 1868.888 478.888 1117.888 475.888 1126.888 488.888 1134.888 GR 481.888 1138.888 482.888 1144.888 485.888 1151.888 486.888 1154.888 498.8~8 1225.888 ~ GR 492.888 1278.888 .888 .888 .888 .888 .888 .888 .888 .888 Xl 25668.888 27.888 1854.888 1185.888 55.888 58.888 6R 495.888 1888.888 498.888 1822.888 485.888 1838.888 GR 483.888 1858.888 482.888 1868.888 481.888 1866.888 GR 478.888 1878.888 477.888 1888.888 476.888 1882.888 GR 469.188 1896.888 469.488 1184.888 469.188 1114.888 GR 488.888 1178.888 481.888 1172.888 482.888 1177.888 GR 498.888 1278.888 492.888 1295.888 .888 .888 58.888 485.888 488.888 475.888 478.888 485.888 .888 1834.888 1871.888 1884.888 1154.888 1185.888 ~ Xl 25714.888 GR 494.888 ! GR 484.288 GR 478.888 ~'~ GE 498.888 Xl 25754.888 27.888 1154.888 1279.888 45.888 38.888 ~ GE 498.888 1888.888 485.888 1112.888 488.888 1123.888 ~ GR 481.888 1154.888 488.888 1168.888 479.888 1166.888 GE 478.888 1185.888 469.188 1281.888 469.288 1289.888 GR 488.888 1242.888 479.888 1245.888 478.888 1249.888 i GR 478.888 1273.888 479.888 1275.888 488.888 1277.888 GR 486.888 1288.888 498.888 1458.888 .888 .888 qT 5.888 7688.888 18688.888 11988.888 15188.888 Xl 25828.888 17.888 1245.888 1291.888 55.888 X3 .888 .888 .888 .888 .888 GR 498.488 1888.888 484.888 1165.888 483.888 ~ 469.388 1258.888 468.488 1275.888 481.888 GR 488.888 1464.888 486.888 1485.888 487.888 GR 498.888 1578.888 491.888 1585,888 11/85/97 16;35:28 Xl 26178.888 17.888 1845.888 1888.888 458.888 238.888 X3 .888 .888 .888 .888 .888 1275.888 GR 491.888 1888.888 488.888 1845.888 478.288 1865.888 GR 482.888 1248.888 483.888 1255.888 488.888 1275.888 GR 491.888 1438.888 492.888 1458.888 .888 .888 48.888 488.888 478.888 478.888 477.888 481.888 66.888 495.888 488.888 481.888 488.888 358.888 495.888 478.288 489.888 .888 1136.888 1171.888 1214.888 1256.888 1276.888 .888 .888 .888 1245.888 1376.888 1525.888 1385.888 Xl 26558.888 18.888 1848.888 1148.888 388.888 X3 .888 .888 .888 .888 .888 GR 495.588 1888.888 492.688 1818.888 485.688 GR 471.188 1888.888 471.188 1895.888 475.888 GR 486.888 1148.888 487.888 1158.888 489.888 GR 491.888 1388.888 492.8~8 1545.888 493.888 12 484.888 479.888 478.888 475.888 486.888 .888 486.888 478.888 486.888 .888 .888 481.888 477.888 488.888 477.888 482.888 .888 .888 485.888 481.88~ 498.888 488.888 483.888 498.888 1839.888 1875.888 1894.888 1162.888 1188.888 .888 1218.888 1386.888 1386.888 1141.888 1173.888 1238.888 1268.888 1281.888 .888 ,888 .888 1255.888 1419.888 1555.888 PAGE 12 1898.888 1485.888 .888 .888 1865.888 1125.888 1255.888 .888 PROFILE SECTION Q - SURVEY SECTION 17 CHN~NEL IMPROVEMENT Xl 26888.8~8 23.888 1758,B88 1826.888 368.888 388.888 338.888 ,B88 .888 .888 X3 .888 .888 ,888 .888 .888 1888.888 495.888 .888 .888 .888 6R 588.188 1888.888 588.488 1188.888 588.188 1288.888 588.588 1388.888 588.888 1488.888 6R 588.688 1588.888 587.488 1588.888 587.288 1526.888 584.188 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 497.2¢8 23B8.888 588.288 248B.888 584.188 25B8.888 .888 .888 .BBB .888 NC .865 .878 .845 qT 5.888 6788.888 9488.888 Xl 27858.888 12.888 1823.888 6R 493.388 1888.888 487.888 GR 486.988 1878.888 487.388 SE 493.888 1354.B88 494.588 PROFILE SECTION R - SURVEY SECTION 17A END OF CHANNEL IMPROVEMENT FOR DNTON TAP ROAD BRID6E 165.888 .888 .888 495.888 .888 .888 473.888 1845.888 488.388 489.988 1164.888 491.788 REPLACERENT PROJ Xl 27488.888 32.888 1926.888 1992.888 X3 .888 .888 .888 .88~ GR 589.588 1888.888 586.788 1188.888 GR 495.188 1422.888 492.388 1~43.888 491.488 GR 491.688 1713.888 492.288 1731.888 492.888 GR 493.288 1926.888 476.688 1955.888 474.688 GR 477.788 1978.888 479.388 1988.888 487.488 GR 499.188 2188.888 499.888 2288.B88 582.288 GR 586.888 26BB.88B 588.488 2788.888 .888 1 11/85/87 16:35:28 NC .888 .888 .888 .388 .588 .888 .888 .888 EXISTING BETHEL ROAD BRIDGE ~ 496.888 1988,888 496.488 1918,B88 496,888 1958.888 491,788 1958.888 GR 484.388 1992.888 488.688 1994.888 477.888 2882.888 475.888 2828.888 GE 488.988 2834.888 481.988 2836.888 498.288 2863.888 498.588 2878.888 GE 586.888 2688.888 586.588 2788.888 .888 .888 .888 S8 1.858 2.342 2.588 .888 17.888 13 4.888 1279.158 3.888 498.588 496.188 486.188 475.488 499.488 585.788 488.288 18~.8~ 1998.888 2878.888 2588.888 488.888 Xl 27578.8~ .~ .~ .~ 3~.~ 3~.~ 3~.~ .~E~ .2~ X2 .~ .~ 1.~ 498.5~ ~96.8~ .~ .~ .~ -~ ×3 1~.~ .~ .~ .~ .~) .~ .~ 495.2~ 498.7~8 BT 2.888 1958.888 496.888 495.888 2878.888 499.488 498.588 .888 .888 ~ NC .865 .878 .845 ~ Xl 27628.888 32.888 1926.888 GE 5~9.58~ 1888.888 585.788 GE 495.188 1422.888 492.388 lmm GE 491.688 1713.888 492.288 GR 493,288 1926.888 476.688 GR 477.788 1978.888 479,388 ~" GE 499.188 2188.888 499.888 GE 586,888 2688.888 588.488 .388 58.888 583.888 491.488 492.888 474.688 487,488 582.288 58.888 1288.888 1588.888 1746.888 1968.888 1992.888 58.888 498.888 489.888 493.388 489.288 584.888 .888 1388.888 1688.888 1888.888 1965.888 2488.888 .888 1.688 497.888 491.588 495.888 474.488 495.288 586.288 1488.888 1788.888 1988.888 1978.888 2826.888 2588.888 ! Xl 38138.888 28.888 2188.888 2222.888 1688.888 2888.888 2518.888 .888 -.188 GR 581.888 2888.888 588.888 2866.888 495.788 2188.888 492.488 2188.88~ 484.588 ~" GE 483.888 2287.888 484.888 2212.888 582.888 2222.888 584.488 2388.88~ 587.188 · GE 518.988 2588.888 511.488 2688.888 512.288 2788.888 512.588 2888.888 513.188 59.888 516.288 514.288 518.288 492.588 486.888 494,588 513,488 514.788 59.888 516.588 514.688 513.388 494.188 487.288 494.588 518,488 514.588 2138.888 2173.888 2263.888 X1 38189.888 42.888 2138.888 GE 517.388 1888.888 516.988 GE 515.388 1588.888 515,888 GR 513.488 2888.888 513.288 GE 582.888 2154.888 494.188 GE 491.588 2181.888 487.288 ~" GR 487.188 2221.888 487.188 GE 588.288 2249.888 587.288 GR 514.888 2588.888 514.488 ~ GE 515.488 3888.888 515.688 1 11/85/87 16:35:28 · 8~8 515.888 513.788 583.988 491.588 486.888 588.288 513.788 515.188 59.888 1288.888 1788.888 2138.888 2167.888 2195.888 2234.888 2263.888 .888 2153.888 2188.888 2288.888 2248.888 2488.888 2988.888 PAGE 14 EXISTING STL. & SI,I. R.R. BRIDGE Xl 38198.888 58.888 2138.888 2263.888 1.888 1.8~8 1.~88 .888 .888 BT 2.8~8 2138.888 513.388 518.28~ 2263.~8~ 513.48~ 518.4~8 .~ .~ GE 517.388 1888.888 516.g8~ 118~.888 516.588 1288.888 516.2~8 13~.888 515.8~ GR 515,388 1588.888 515,888 1688.888 514.688 1788.888 514.288 18~8.888 513.788 GE 515.4~ 2~.~ 513.2~ 218~,8~ 513,58~ Z1~8,~ 51~,2~B Zl58,~ 5~),98~ GE 518.488 2153.888 518.488 2154.888 582,888 2154.888 494,188 2166.888 518,488 GE 518.488 2167.888 494.188 2167.888 492.588 2173.888 491.588 2188.888 518,488 GE 518.488 2181.888 491.588 2181.888 487.288 2194.888 518.488 2194.888 518.488 GE 487.288 2195.888 486.888 2287.888 518.488 2287.888 518.488 2288.88~ 488.888 GR 487.188 2221.888 518.488 2221.888 518.488 2222.888 487.188 2222.888 494.5~8 GE 518.488 2234.888 518.488 2235.888 494.588 2235.888 588.288 2248.888 518.488 GE 518.488 2249.888 588.288 2249.888 587.288 2268.888 518,488 226~.8~8 51~.4~ GE 513.788 2488.888 514.888 2588.888 514.488 2688.888 514.588 2788.888 514.788 GE 515.188 2988.888 515.488 3888.888 515.688 3188.888 .888 .~8~ .888 14 Xl 3~2~1,~88 42.888 2138.888 2263.888 1.888 1.888 ~ SR 517.388 18~8.888 516.988 11~8.8~ 516.588 1288.888 GR 515.3~8 1588.888 515.888 168~.~ 514.688 1788.888 GR 513.488 2888.~8~ 513.288 21~.~8 513.388 2136.8~8 GR 5e2.888 2154.888 494.18~ 2166.ee8 494.188 2167.888 ~ GE 491.588 2181.888 487.288 2194.~88 487.288 2195.888 SR 487.18~ 2221.8e8 487.18e 2222.~88 494.588 2234.EEE GR 588.28~ 2249.8eE 5~7.288 2268.~88 51~.4~e 2263.8~ ~ SR 514.~8~ 25eS.~SE 514.488 2688.8E8 514.5E~ 2788.8~E ! GR 515.48~ 3~.~ 515.688 3188.888 .888 .88E X1 3825~.888 2~.888 2188.888 2222.8~8 49.888 GR 512.8~ 1588.888 513.888 16~8.888 512.1~8 SR 5~1.8~8 2888.888 5~8.888 2866.888 495.7~8 P"" GE 483.888 2287.~8~ 484.888 2212.8~8 5~2.888 GE 518.9~8 25~8.88~ 511.4~ 26~.~88 512.288 ~ Xl 3131~.88~ 19.8~8 1853.~88 1928.888 75~.~88 588.888 ! GR 515.38~ 18~8.8~8 515.38~ 11~.~ 512.88~ 12~E.8~8 GR 584.78~ 16~.~8 5~4.7~8 17fl8.888 581.8~ 1766.88~ 6R 488.28~ 1869.88~ 488.3~8 1876.8~8 5~9.6~8 1928.~88 "" GE 514.8~8 228~.e88 515.888 23e~.se~ 516.488 24~.88~ 1.888 516.288 514.288 518.288 492.588 486.888 494.5~8 513.4~8 514.788 49.888 492.488 512.58~ 587.58~ 497.388 511.488 516.888 1888.888 2138.888 2173.888 2287.888 2235.888 2263.88~ 1888.888 2188.888 515.888 513.788 583.988 491.588 488.888 588.288 513.78~ 515.1~ 586.388 484.5E8 587.188 513.188 491.188 513.288 1988.888 2153.8~8 2288.888 2248.888 1988.888 .888 1863.888 NC .88~I .888 .8188 . 388 · 588 . ~ · 8~8 · 8~ · 8~ · 88~ X1 3148~.8~ 29.~8 1795.~ 1915.~8 17~.~8~ 17~.~8~ 178.~ .~ .8~ .~ GR 517.3~8 18~8.8~ 516.7~ 11~.~ 515.3~8 128~.~8 512.9~8 13~.88~ 51~.388 14~.~ GR 588.5~ 15~.~8~ 588.1~8 168~.~8~ 588.4~ 17~.~ 589.1~ 1795.B~ 5~.58~ 1797.~ GR 495.2~ 1816.~8~ 493.3~8 1826.~ 493.3~ 1829.~ ~8.7~ 1845.~ 488.8~ 1849.~ ~ 491.1~8 1884.B~ 491.1~ 1887.8~ ~94.6~8 1889.~8 5~5.6~8 1913.888 5~5.9d~ 1915.~ 11/~5/87 16:35:28 PA~ 15 SR 589.188 1915.8~ 511.18~ 288~.888 513.188 2188.8~8 514.988 22~8.~88 516.18~ GE 516.68~ 248~.~88 517.188 2588.888 517.188 2688.888 516.888 2?88.888 .~88 S8 1.~5~ 2.118 2.588 .888 64.788 6.888 1381.988 1.843 491.18~ 491.18~ X1 31588.888 .~88 .888 .888 28.888 28.88~ 28.888 .8~ .888 .8~8 ×2 .~ .~ 1.~ 5~8.1~ 5~9.1~ .~ .~ .~ .~ .~ X3 18.888 .888 .8~8 .888 .888 .88~ .888 586.1~8 5~6.18~ .~ 8T 2.8~8 1795.88e 589.188 5~6.188 1915.888 589.188 586.188 .8~ .~8 .88~ Xl 31758.88~ 18.888 1~88.88~ 1268.~88 258.888 258.888 258.88E .~SE .88~ .~8 GR 589.68E 188~.888 492.748 1871.~88 492.348 1158.888 49~.548 1158.888 498.748 1173.~E~ GR 489.948 1189.888 488.84~ 1192.888 489.348 1196.888 493.848 1283.888 513J68 1268.~E8 X1 32748.~88 13.888 1888.888 1293.588 15 · 888 GR 511.47~ 1~.~ ~95.57~ 1~67.~ ~9].77B 1~89.~B 49~.57~ 11~6.~ GR ~9~.27~ 1128.~B 495.~7~ 1152.~ ~9].17~ 1157.B~B 494.~7~ 1157.~ i 6R 51~.~7~ 1272.5~ 511.17~ 1286.5~ 512.67~ 1295.5~ .~ ~T 5.~ 73~.~ 1~.~ 112~.~ 142~.~ 117~.~ .~B~ .~ ~ X1 34~45.~ 19.~ 1~.~ 1351.~ 13~5.~ 13~5.~ 1~5.~ .~ i GR 518.5~ lg~.g~8 499.998 1~69.~e~ 499.3~ 1881.~ 498.3~8 GE 499.3g~ 1128.~ 497.6~ 1142.~88 495.1~ 1162.~ 496.1~8 1182.~8 GR 499.688 12~7.g~8 497.78~ 1216.~88 495.8~8 1226.88~ 497.8~ GR 498.988 1268.~8 512.938 1318.8~8 513.73~ .e~e 499.3~ 11~1.~ 499.588 1197.~ 498.9~ 1244.88~ QT 5.~ 73B~.~ 1~8~.B~ 112~.~ 142~.~ 117~.~ m Xl 3433~.~ 52.~ 18~8.~E 1329.8~ 285.~B 285.~ BT 2.~88 1~.~ 518.~8~ 515.~ 132~.~d 517.8~ SR 518.23~ 18~.~ 51~.47~ 1~32.d~ 515.~ 1~32.~ ~ GR 582.47~ 1865.~d 515.dBe 1~65.~d~ 515.~B~ SR 498.67~ 1~97.~d ~98.68d 1898.~ 515.d~d GR 498.87~ 1117.~8~ 499.47d 112~.8~ 5~.35~ 1131.~ GE 5~.46~ 1132.~d 5~d.57d 1133.~d 499.56~ 1164.~ ~" GE 499.538 1165.~d~ 499.178 1176.~d~ 498.~7d 1187.8~d SR 515.~B 1197.8~ 515.BSd 1198.~8 499.77~ 1198.88~ GR 5~2.3~ 123~.~8 515.B~ ~', GR 515.~0~ 1263.88d 515.~d~ 1264.~ ~ GR 514.9~ 1296.~ 514.98d 1297.88~ GR 514.8~ 1329.~8 517.83d 1334.~ 515.~d le$3.~d~ 51~.23d 5~2.35e l~66.eSd 499.17d 515.~d~ 1d99.ddd 498.69d 1~99.~e 515.~dd 1131.dEd 515.dd~ 1132.Ed~ 515.dSE 1164.8d~ 515.~d~ 1165.8d~ 499.17~ 1194.~ed 499.62d 1197.~8~ 5~.37~ 1282.~ 5~2.27~ t225.8d~ 515.~ed 12~1.~d 5~2.31e 12~1.E8~ 5~2.52B 582.52d 1264.~88 5~2.57~ 1271.~8~ 5B9.758 51~.84E 1297.~ 514.6~d 1315.~8d 515.53e Xl 34878.~d~ 1~.~ 1~.~ 1332.8~ 53E.~eE GR 51g.25~ lddd.d~d 5~1.g6~ 1~66.~ 5d2.36d 1144.~d~ ~ 581.76~ 1166.~ 582.76~ 1175.~ 582.~6E 1262.dd~ X1 3545~.8~8 13.~d~ 18~2.d88 1382.~8 58d.~ BT 2.8~ ldd~.88d 521.5~d 515.8d~ 13~2.d8~ 52~.3~ SR 521.5~ l~.~d 515.8~ 1~.~ 514.2~ GR 5~3.1~d 1875.8~d 5~d.9~8 115~.8d~ 5d5.3~d 1225.~dd GR 512.8~ 13~.~ 514.1~ 13~2.~ 52~.3~ 13~2.~ 1 11/~5/B7 16:35:28 5dl.76~ 1148.~ 5d1.26d l158.~Ed 518.85~ 1316.~dd 52~.25~ 1332.~d~ 588.~88 .ee~ .88~ 514.1~ .d~d .dEd 512.18~ 1~29.~8d 5~5.6E~ 5~4.8~ 1249.~d 512.1~ 1271.~dd PAGE 16 ~ Xl 35778.~8~ 14.~ 1888.~ 1316.888 SR 52d.118 l~d~.~d 5~5.81d 1~57.~8d GR 5~2.11~ 11~8.~d~ 5d4.71~ 1114.~ ~ GR 5~.41~ 1189.~ 5~4.71~ 12~4.~ EJ .~ .~dd .~dE .~dd I 11/~5/87 16:)5:2B 5d4.81~ 1159.d~d 1258.dBd 581.71~ 1895.B~ 499.d1~ 11Bd.~ 5dS,71~ 1168,~e 5~.61~ 1174,~dd 522J1~ 1316.dd~ .~ .d~ PAGE 17 16 HEC2 RELEASE DATED NOV 76 UPDATED RAY 1984 ERROR CORR - ~1,~2,03,~4,~5,~8 MODIFICATION - 5~,51,52,55,54,55,56 I BM-PC-XT VERSION T1 T2 TS J1 GRAPEV[NE CREEK, COPPELL, DALLAS COUP, TEXAS FIS 5~ YEAR DISCHARGE AS-BUILT MOORE ROAD BRIDGE OCT 1987 GRAPEVINE CREEK ( 54702 -- GRPROP ) ICHEC~ INQ NINV IDIR STRT RETRIC HVINS Q J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW 2.~ .~8 -1.~0~ .8~ .0~ .~ .~ 1 11/85/87 16:35:28 THIS RUN EXECUTED 11/~5/87 WSEL Fq ~. 457.45~ .~0 CHNIM ITRACE .~e~ .~e~ .~e~ 16:37:37 PAGE 18 HEC2 RELEASE DATED NOV 76 UPDATED RAY 1984 ERROR CORR - 01,02,~3,84,05,~6 MODIFICATION - 50,51,52.53,54,55,56 IBM-PC-XT VERSION T1 T2 T3 Jl GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 1~0 YEAR DISCHARGE AS-BUILT MOORE ROAD BRIDGE OCT 1987 GRAPEVINE CREEK ( 54702 -- GRPROP ) ICHECK INQ NINV IDIR STRT METRIC HVINS Q J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC IBM 1 11/05/87 16:35:28 THIS RUN EXECUTED 11/85/87 WSEL FQ 457.86~ .~0 CHNIH ITRACE .~8~ .~00 16:38:43 PAGE 19 17 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 81,82,83,~4,85,86 MODIFICATION - 58.51.52.53.54.55.56 I BM-PC-XT VERSION T1 T2 ~ T3 GRAPEVINE CREEK ( 54782 -- ORPROP ) J1 ICHECK INQ NINV IDIR STRT METRIC imm, J2 NPROF IPLOT PRFVS XSEOV XSECH FN 15.888 .888 -1.888 .888 .888 .888 1 11/85/87 GRAPEVINE CREEK. COPPELL. DALLAS COUNTY. TEXAS FIS 588 YEAR DISCHARGE AS-BUILT NOORE ROAD BRIDGE OCT 1987 HVINS q WSEL FQ .8 8. 458.758 .888 ALLDO IBN OHNIR ITRACE 16:35:28 THIS RUN EXECUTED 11/85/87 18:39:48 PACE 28 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 81,82,83,84,85,86 MODIFICATION - 58,51,52,53,54,55,56 IBM-PC-XT VERSION THIS RUN EXECUTED 11/85/87 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SLJIq~ARY OF ERRORS LIST GRAPEVINE CREEK SUltRY PRINTOUT TABLE 158 18:48:56 SECNO XLCH ELTRD ELLC ELMIN Q CNCEL CRIWS EG I~K~J VCH AREA 15358.888 .88 .88 .88 441.38 6988.88 456.38 .88 457.84 31.29 15358.888 .88 .88 .88 441.38 9788.88 457.45 .88 458.14 32.75 15358.888 .88 .88 .88 441.38 11888.88 457.86 .88 458.56 33.36 15358.888 .88 .88 .88 441.38 14288.88 458.75 .88 459.47 34.26 15448.888 98.88 .88 .88 439.78 6988.88 457.86 .88 457.33 8.16 15448.888 98.88 .88 .88 439.78 9788.88 458.81 .88 458.47 12.62 15448.888 98.88 .88 .88 439.78 11888.88 458.35 .88 458.98 14.91 18 7.52 1557.78 8.19 2141.41 8.45 2389.78 8.97 2964.58 4.16 1657.81 5.4~ 1796.37 5.96 1845.63 .i)IK 1233.56 1694.86 1984.55 2425.88 2415.68 2731.83 2848.79 15478.888 15478.888 15478.888 15478.888 98.88 .88 .88 439.78 14288.88 459.88 38.88 38.88 38.88 468.58 459.88 439.78 8988.88 457.88 468.58 459.8~ 439.78 9788.88 458.~5 468.58 459.88 439.78 11888.88 458.48 468.58 459.88 439.78 14288.88 468.27 15528.888 15688.888 88.88 .88 15888.888 88.88 .88 15688.888 88.88 .88 15688.888 88.88 .88 15618.888 15618.888 15618.888 15618.888 441.38 6988.88 456.93 441.38 9788.88 457.92 441.38 11888.88 458.38 441.38 14288.88 468.63 441.68 6988.88 457.51 441.68 9788.88 458.48 441.68 11888.88 458.78 441.68 14288.88 468.55 18.88 461.78 459.48 18.88 461.78 459.48 18.88 461.78 459.48 18.88 461.78 459.48 15638.888 28.88 .88 15638.888 28.88 .88 15638.888 28.88 .88 15638.8~8 28.88 .88 1 11/85/87 441.68 6988.88 457.55 441.68 9788.88 458.54 441.68 11888.88 468.88 441.68 14288.88 462.52 441.78 6988.88 457.56 441.78 9788.88 458.57 441.78 11888.88 468.87 441.78 14288,88 462.73 16:35:28 459.98 457.35 458.58 458.95 46~.95 457.64 458.82 459.26 461.18 28.81 8.12 12.49 14.72 15.87 25.78 31.45 33.58 17.85 457.88 12.85 459.89 18.32 459.54 21.78 461.51 23.95 457.91 11.93 459.15 18.81 468.62 16.24 463,26 15.98 457.94 459.19 468.66 463.32 18.31 15.19 13.86 11.28 7.27 1953.84 3113.81 4.16 1668.89 2421.66 5.38 1882.29 2745.18 5.94 1853.29 2867.26 6,65 2222,69 3564,55 7.89 1358.51 1359.89 8.38 1898.26 1729.64 8,78 2127.15 1898.17 7.88 4868.63 3438.96 4.87 1415.73 1988.89 6.38 1539.93 2266.15 6.96 1579.58 2357.11 7,86 1887,12 2981.64 4.86 1428.81 1997.47 6.26 1548.58 2285.75 6.33 1736.75 2729.57 6.89 2873.93 3568.65 5.16 1542.23 2148.88 6.58 1729.27 2488.87 6.53 2818.59 3844.23 6,75 2794,44 4228,38 PAGE 21 SECNO XLCH ELTRD ELLC 15648.888 18,88 15648.888 15648.888 15648.888 18.88 15658.888 18.88 .88 15658.888 18.88 .88 15658.888 18.88 .88 1565~.8~8 18.88 .88 15668.888 18.88 15668.888 18.88 1586~.~ 1~.~ .~ 15688.888 18.88 15688.888 15688.888 15688.888 15688.888 15738.888 58.88 15738.888 58.88 ELMIN Q C~SEL 441.78 6988.88 457.68 441.78 9788.88 458.63 441.78 11888.88 468.12 441.78 14288.88 462.77 441.78 6988.88 457.61 441.78 9788.88 458.65 441.78 11888.88 468.13 441.78 14288.88 462.78 · 88 441.78 6988.88 457.53 · 88 441.78 9788.88 458.52 .~ 441.7~ 11~8~.~ 46~.~1 · 88 441.78 14288.88 462.66 441.73 6988.88 457.69 441.73 97~.88 458.81 441.73 11898.88 468.38 441.73 14288.88 462.95 441.75 6988.88 457.88 441.75 9788.88 458.98 19 CRIWS ES I~K#S VC~I AREA .81K 457.96 459.21 468.68 463.34 9.56 14.86 12.28 18.68 457.97 9.53 459.22 14.88 468.69 12.16 463.35 18.65 458.82 459.38 46~.76 463.42 458.86 459.36 468.82 463.47 458.14 459.48 13.88 19.47 16.83 14.61 16.47 22.35 18.84 13.33 17.39 22.82 4.98 1581.51 2232.81 6.36 1768.16 2587.35 6.34 2849.29 3149.22 6.68 2827.28 4344.71 4.98 1583.25 2235.26 6.35 1778.84 2592.57 6.34 2851.73 3154.24 6.59 2833.26 4358.91 5.84 1373.68 1987.74 7.48 1531.26 2198.29 7.43 1783.77 2681.28 7,69 2478,27 3714.44 4.83 1427.89 1788.46 5.97 1625.12 2851.64 5.79 1981.46 2589.64 5,81 2727,61 3888,78 4.67 1476.34 1654.75 5.67 1718.31 2867.88 Imm 15738.888 15758.888 16488.888 16488.888 16488.888 16488.888 17688.888 17688.888 17688.888 17688.888 17988.888 17988.888 17988.888 17988.888 18158.888 18158.888 18158.888 18158.888 18218.888 18218.888 18218.888 18218.888 1 11/85/87 SECN0 18248.888 18248.888 18248.888 18248.888 18328.888 18328.888 18328.888 18328.888 18458.888 1845~.~0 18458.888 18458.888 18588.888 18588.888 18588,888 18588.888 18514.888 58.88 58.88 758.88 758.88 758.88 758.88 1128.88 1128.88 1128.88 1128.88 388.88 388.88 388.88 388.88 178.88 178.88 178.88 178.88 68.88 68.88 68.88 68.88 16:35:28 XLCH 38.88 38.88 38.88 38.88 88.88 88.88 88.88 88.88 138.88 58.88 58.88 58.88 58.88 14.88 .88 ELTRD .l .t .l .l .i .i .I .jll~ ELO Ii~ 441.75 11888.88 468.45 .88 468.92 441.75 14288.88 463.89 .88 463.54 442.78 6988.88 458.92 .88 459.14 442.78 9788.88 468.33 .88 468.53 442.78 11888.88 461.55 .88 461.78 442.78 14288.88 463.96 .88 464.88 445.88 7588.88 468.41 .88 461.36 445.88 18588.88 461.68 .88 462.51 445.88 11888.88 462.53 .88 463.16 445.88 15188.88 464.68 .88 464.97 446.18 7588.88 461.96 .88 462.12 446.18 18588.88 463.89 .88 463.29 446.18 11888.88 463.64 .88 463.84 446.18 15188.88 465.25 .88 465.45 446.68 7588.88 462.86 .88 462.39 446.68 18588.88 463.21 .88 463.57 446.68 11888.88 463.75 .88 464.11 446.68 15188.88 465.35 .88 465.67 446.68 7588.88 462.16 .88 462.52 446.68 18588.88 463.32 .88 463.78 446.88 11888.88 463.86 .88 464.23 446.8~ 15188.88 465.44 .88 465.76 ELMIN Q CWSEL ORIWS E8 446.98 7588.88 461.79 .88 462.84 446.98 18588.88 463.86 .88 463.95 446.98 11888.8~ 463.65 .88 464.45 446.98 15188.88 465.32 .88 465.91 447.18 7588.88 462.66 .88 463.21 447.18 18588.88 463.71 .88 464.28 447.18 11888.88 464.2~ .88 464.76 447.18 15188.88 465.66 .88 466.13 447.58 7588.88 463.81 .88 463.68 447.50 105~0.00 464.07 .08 464.68 447.58 11888.88 464.54 .88 465.15 447.58 15188.88 465.93 .88 466.44 17.87 12.17 18.43 9.39 6.74 4.38 55.88 32.43 24.97 14.45 9.81 18.55 18.25 8.46 17.74 18.57 17.89 14.43 23.33 23.19 22.84 17.43 5.46 2814.74 2682.83 5.42 2952.39 4~69.91 4.53 2755.42 2137.82 4.66 3798.88 3165.61 4.21 4696.66 4235.98 3.78 6584.88 6787.29 8.25 1382.45 1252.84 8.44 2278.88 1843.73 7.75 2898.64 2361.26 6.51 4413.41 3971.98 3.65 2841.62 2394.78 4.14 3539.78 3233.33 4.24 3888.97 3685.76 4.28 4951.26 5198.54 5.78 2298.19 1788.58 6.33 2929.18 2436.58 6.48 3244.67 2789.96 6.24 4285.28 3975.82 8.48 2157.83 1552.63 6.84 2791.37 2188.43 6.87 3899.41 2513.28 6.62 4827.77 3617.85 PAGE 22 18K*S VCH AREA .81K 68.75 58.82 44.31 29.94 29.58 38.35 28.98 22,98 27.87 29.15 28.39 23.32 447.88 7588.88 462.79 459.52 463.96 55.81 447.68 18588.88 463.78 463.11 465,14 64.14 447.68 11888.88 464.28 .88 465.58 68.55 447.68 15188.88 465.75 .88 466.74 41.69 11.63 448.68 7588.88 463.39 .88 464.12 9.25 1333.97 962.24 9.21 1978.78 1484.56 9.88 2288.46 1772.68 8.17 3216.63 2759.67 7.14 1868.98 1379.82 7.73 2448.64 1986.88 7.78 2725.43 2192.89 7.49 3589.26 3155.11 7.28 1829.23 1428.64 7.92 242~.~4 1944,68 8.82 2696.32 2214.68 7.88 3555.47 3126.83 8.98 1844.58 1811.28 18.28 1472.31 1311.87 18.34 1744.12 1516.38 9.46 2686.23 2338.56 6.98 1887.28 2198.88 16514.888 18514.888 18514.888 18515.888 18515.888 18515.888 18515.888 18565.888 18565.888 18565.888 18565.888 18566.888 18566.888 18566.888 18566.888 18688.888 18688.888 18688.888 18688.888 18615.888 18615.888 18615.888 18615.888 11/85/87 SECNO 18658.888 18658.888 18658.888 18658.888 14.88 14.~t8 14.~I~I 1.88 1.1~8 1.88 1 58.88 58.88 58.88 58.88 1.88 1 1.88 1 34.88 34.88 34.88 34.88 15.88 15.88 15.88 15.88 16:35:28 478.58 478.58 478.58 478.58 478.58 478.58 478.58 478.58 .88 .88 .88 .88 .88 448.68 18588.88 464.88 .88 465.24 448.68 11888.88 464.18 .88 465.69 448.68 15188.88 465.35 .88 487.22 469.76 469.76 469.76 469.76 469.84 469.84 469.84 469.84 448.68 7588.88 463.36 .88 464.16 448.68 18588.88 463.95 .88 465.38 448.68 11888.88 464.12 .88 465.75 448.68 15188.88 465.27 .88 467.31 448.49 7588.88 463.49 .88 464.25 448.49 18588.88 464.21 .88 465.45 448,49 11888.88 464,47 ,88 465,65 448,49 15188,88 465.72 .88 467.54 446.49 7588.88 463.48 .88 464.26 448.49 18588.88 464.17 .88 465.49 448.49 11888.88 464.42 .88 466.88 448.49 15188.88 465.61 .88 467.65 447.48 7588.88 464.18 .88 464.44 447.48 18588.88 465.47 .88 465.83 447.48 11888.88 466.86 .88 466.42 447.48 15188.88 467.91 .88 468.22 447.48 7588.88 464.14 .88 464.47 447.48 18588.88 465.58 .88 465.86 447.48 11888.88 466.89 .88 466.45 447.48 15188.88 467.93 .88 468.24 18.38 21.68 24.18 16.26 26.86 31.88 35.51 15.81 23.19 28.93 38.32 9.62 14.79 17.18 19.32 19.28 18.16 17.27 12.74 18.97 17.98 16.99 12.58 8.95 1175.56 2454.31 9.83 1282.69 2534.27 18.98 1388.88 3875.94 7.18 1844.67 1859.79 9.33 1127.56 2856.99 18.26 1152.31 2116.77 11.48 1328.67 2533.87 6.96 1874.36 1936.88 8.95 1175.67 2188.36 9.75 1213.72 2273.69 18.84 1399.89 2742.18 7.13 1111.99 2418.57 9.27 1212.26 2738.48 18.16 1249.15 2847.87 11.59 1431.88 3435.68 5.88 1978.43 1788.15 5.48 2683.81 2463.88 5.56 3883.21 2839.68 5,35 4872,67 4229,78 5.85 1992.21 1721.85 5.45 2699.63 2482.85 5.53 3822.57 2862.96 5.33 4892.32 4257J6 PAGE 23 XLCH ELTRD ELLC EI.HIN Q CNSEL CRINS EG 18K*~ VCH AREA .81K 447.58 7588.88 463.59 459.95 465.24 447.58 18588.88 465.11 464.89 466.46 447.58 11888.88 465.82 .88 466.91 447.58 15188.88 467.85 .88 468.44 .88 .88 .88 35.88 35.88 35.88 35.88 .188 518.88 .188 518.88 .188 518.88 .188 518.88 .288 398.88 .288 398.88 .288 398.88 .288 398.88 .388 458.88 .388 458.88 .388 458.88 .388 458.88 64.59 18.56 925.63 933.23 53.88 18.53 1743.98 1438.47 44.69 9.96 2186.15 1765.88 24.82 8.18 3578.27 3838.86 15.86 18.83 28.74 21.51 52.67 52.36 45,62 22.95 26.26 27.41 29.58 .88 .88 .88 .88 466.32 .88 466.75 467.39 .88 467.92 467,78 ,88 468,29 468.82 .88 469,45 458.28 7588.88 488.92 .88 487.95 458.28 18588.88 468.17 .88 469.89 458.28 11888.88 468.57 .88 469.58 458.28 15188.88 469.72 .88 478.55 451.88 7588.88 469.83 .88 469.45 451.88 18588.88 478.87 .88 478.57 451.88 11888.88 478.47 .88 478.99 451.88 15188.88 471.48 .88 471.98 5.76 2158.13 1883.38 6.67 2779.34 2419.57 7.12 2963.38 2591.35 7.66 3627.82 3255.61 g.ll 1484.48 984.82 9.31 2199.77 1446.75 8.53 2449.54 1838.76 9.54 3195.61 2235.75 6.65 2292.32 1565.49 7.54. 2876.22 2~9.11 7.87 31~.46 2253.71 8.56 3647.73 2776.15 21 2~548.888 548.88 28548.888 548.88 28548.888 548.88 28548.888 548.88 435.88 435,88 435.88 455.88 398.88 398.88 398.88 398.88 21698.888 325.88 21698.888 325.88 21698.888 $25.88 21698.888 325.88 538.88 538.88 538.88 538.88 22688.888 388.88 22688.888 388.88 22688.888 368.88 22688.888 388.88 11/85/87 16:35:28 SEC;NO XLCH ELTRD 578.88 578.88 578.88 578.88 2398~.888 738.88 23988.~88 738.88 23988.8~8 738.88 23988.888 738.88 465.88 465.88 465.88 465.88 568.88 568.88 568.88 568.88 452.68 7588.88 469.98 452.68 18588.88 471.84 452.68 11888.88 471.47 452.68 15188.88 472.46 478.24 471.49 471.96 473.86 478.46 471.73 472.21 473.31 478.64 471.98 472.49 475.66 455.88 7588.88 455.88 18588.88 455.88 11888.88 455.88 15188.88 11.91 14.87 16.82 18.57 8.84 9.85 18.55 12.87 478.25 466.73 471.78 61.55 471.39 468.61 473.29 72.59 471.67 469.42 473.87 73.94 473.85 472.76 475.12 71.95 455.98 7588.88 472.18 455.98 18588.88 473.68 455.98 11888.88 474.13 455.98 15188.88 475.28 .88 473.69 472.22 475.43 473.18 476.83 .88 477.25 457.38 7588.88 474.71 457.38 18588.88 478.43 457.38 11888.88 477.81 457.38 15188.88 478.21 475.68 477.45 478.89 479.47 458.68 7588.88 475.58 458.68 18588.88 477.33 458.68 11888.88 477.97 458.68 15188.88 479.35 477.84 478.88 479.42 488.79 ELLC ELMIN Q O4SEL ORIWS E8 459.68 7588.88 477.99 459.68 18588.88 479.51 459.68 11888.88 488.84 459.68 15188.88 481.38 488.83 481.84 482.51 484.88 478.97 488.79 481.45 482.96 58.88 62.26 63.21 66.54 23.18 24.24 25.84 27.54 58.32 45.28 44.19 42.78 22 464.38 7588.88 488.69 464.38 18588.88 482.45 464.38 11888.88 483.18 464.38 15188.88 484.57 465.78 7588.88 481.54 465.78 18588.88 483.38 465.78 11888.88 483.95 465.78 15188.88 485.44 5.22 2324.81 2173.19 6.19 2835.82 2725.28 6.57 3832.18 2948.32 7.41 3495.97 3583.78 3.94 2732.15 2645.26 4.72 3269.27 3345.29 5.82 3485.39 3632.78 5.69 4888.42 4345.89 9.69 829.79 956.81 11.39 1228.75 1232.42 11.85 1418.51 1372.28 12.53 1982.38 1788.22 18.29 981.36 977.44 11.55 1362.57 1338.75 11.96 1562.52 1484.14 12.95 1999.84 1849.68 7.93 1282.35 1568.68 8.86 1796.26 2132.58 9.25 1982.69 2358.86 18.23 2387.66 2877.49 18.69 1843.58 1857.26 11.14 1683.91 1568.43 11.34 1826.72 1775.88 11.84 2355.14 2318.79 PAGE 24 I~K"S VC~I AREA .81K 23.65 28.29 38.28 33.68 · 88 488.46 16.81 .~ 482.35 15.36 · 88 483.~4 15J6 · 88 484.59 14.66 12.68 13.62 13.99 14.77 481.14 483.83 483.73 485.38 482.25 29.38 484.22 38.54 484.94 38.81 486.53 38.87 8.24 1153.65 1542.35 9.71 1513.83 1974.86 18.27 1653.78 2147.88 11.43 2815.53 2685.88 5.35 1525.52 1829.54 5.85 2134.28 2679.23 6.85 2376.11 3848.28 6.51 2929,93 3943,68 5.58 1564.86 2186.39 6.33 2835.69 2845.14 6.64 2231.43 3154.79 7.34 27~6,83 3928.59 6.75 1126.94 1383.68 7.77 1471.96 19~.86 8.12 1662.98 2126.88 8.71 2211.96 2753,47 145.88 145.88 145,88 24938.888 228.88 24938.888 228.88 24938.888 228.88 24938.888 228.88 25885.888 25885.888 w 25885.888 25885.888 25135.888 58.88 25135.888 58.88 25135.888 58.88 25135.888 58.88 25185.808 58.08 25185.888 58.88 25185.888 58.88 25185.888 58.88 1 11/85/87 16:35:28 SECNO XLCH ELTRD ELLC 25235.088 25255.080 25235.888 25235.888 25288.888 45.88 25288.888 45.88 25288.888 45.88 25268.888 45.88 25325.888 25325.888 45.88 25325.888 45.88 25325.888 45.88 25375.088 58.88 25375.088 58.88 25375.888 58.88 .88 465.98 7588.88 482.81 465.98 18588.80 483.86 465.98 11888.88 484,53 465,98 15188,88 486.88 482.68 18.88 484,59 28.21 485.33 28.65 486,92 21.71 466.48 7588.88 482.54 466.48 18588.88 484.46 466.48 11888.88 485.18 466.48 15188.88 486.67 482.97 14.84 484.99 15.77 485.73 16.23 487.34 17.54 466.88 7588.88 482.42 466.88 18588.88 484.38 466.88 11888.88 484.98 466.88 15188.88 486.46 483.25 24.28 485.38 25.69 486.85 26.26 487.69 27.82 467.18 7508.88 467.18 18588.88 467.18 11888.88 467.18 15188.88 481.58 .08 484.14 129.29 483.23 482.97 486.38 129.93 484.88 484.88 487.85 117.87 485.69 485.47 488.53 92.25 467.88 7588.88 483.25 467.88 18588.88 485.28 467.88 11888.88 485.91 467.08 15188.88 487,88 484.66 54.53 486.83 49.61 487.55 49.38 488.96 52.22 467.68 7580.88 483.92 467.68 18588.88 485.98 467.68 11888.88 486.55 467.68 15188.88 487.69 484.87 23.33 487.84 24.56 487.77 25.37 489.19 29.49 ELMIN Q CWSEL 467.98 7588.88 484.41 467.90 18588.88 486.39 467.98 11888.88 487.83 487.98 15188.88 488.28 467.48 7588.88 484.67 467.48 18588.88 486.78 467.48 11888,88 487.35 487.49 151~.~9 488.58 467.38 7588.88 484.81 467.38 18588.88 486.89 467.38 11888.88 487.57 467.38 15188.08 488.88 467.98 7588.88 484.85 467.98 18588.88 486.95 467.98 11888.88 487.63 8.17 1311.59 1726.26 7.88 1764.17 2335.87 7.48 1956.78 2596.87 8.14 2438.63 3248.49 5.88 1737.78 1946.83 6.68 2284.44 2644.44 7.88 2389.97 2929.17 7,76 2826,33 3685,89 7.48 1199.86 1524.71 8.59 1629.72 2871.49 8.87 1881.95 2382.84 9.74 2197.66 2862,98 12.85 589.38 659.68 14.17 883.84 921.14 14.28 963.88 1898.59 14.24 1427.26 1572.19 9.59 849.86 1815.61 18.34 1228.41 1498.78 18.72 1393.18 1679.15 11,77 1787,75 2889,53 8.17 1136.17 1552.68 9.24 1682.17 2118.58 9.66 1788.69 2342.74 18.93 2184.13 2788.83 23 PAGE 25 CRINS EG I~K#S VCH AREA .81K 484.99 487.17 487.98 489.34 12.25 14.87 15.87 18.43 485.85 7.45 487.24 8.99 487.98 9.81 489.43 12.34 6.75 7.95 8.53 18.36 485.18 487.29 488.83 489.58 485.13 487.34 488.88 6.51 7.87 8.67 6.22 1338.79 2142.83 7.31 1755.87 2798.91 7.77 1981.64 38A~l.87 9.88 2179.84 3517.78 4.98 1568.39 2748.58 5.98 1922.86 3581.82 6.42 2841.45 3767,87 7.55 2273.48 4299.78 4.31 1743.15 2886.27 5.11 2886.31 3724.39 5.47 2283.38 4841.39 6,39 2437,58 4698,71 4.22 1777.92 2939.32 5.88 21~.62 3743.22 5.34 2218.42 4886.51 25375.888 25421.888 25421.888 25421.888 25421.888 25422.888 25422.888 25422.888 25422.888 58.88 .88 .88 467.98 15188.88 488.96 46.88 .88 .88 468.88 7588.88 484.97 46.88 .88 .88 468.88 18588.88 487.11 46.88 .88 .88 468.88 11888.88 487.82 46.88 .88 .88 468.88 15188.88 489.21 1.88 495.88 491.75 468.88 7588.88 484.96 1.88 495.88 491.75 468.88 18588.88 487.18 1.88 495.88 491.75 468.88 11888.88 487.88 1.88 495.88 491.75 468.88 15188.88 489.19 495.88 495.88 495.88 495.88 25543.888 25545.888 25543.888 25543.888 25568.888 25568.888 25568.888 25568.888 25618.888 25618.888 25618.888 25618.888 25.88 25.88 25.88 25.88 58.88 58.88 58.88 58.88 16:35:28 1 11/85/87 491.75 468.78 7588.88 484.99 491.75 468.78 18588.88 487.13 491.75 468.78 11888.88 487.64 491.75 468.78 15188.88 489.24 468.78 7588.88 485.81 468.78 18588.88 487.16 468.78 11888.88 487.88 468.78 15188.88 489.28 .88 468.98 7588.88 484.94 468.98 18588.88 487.85 468.98 11888.88 487.75 468.98 15188.88 489.12 .88 .88 .88 469.58 7588.88 484.95 469.58 18588.88 487.86 469.58 11888.88 487.76 469.58 15188.88 489.12 489.56 11.82 485.16 487.38 488.12 489.62 485.17 487.39 488.14 489.64 485.22 487.44 488.19 489.71 4.45 5.33 5.88 7.18 2.85 3.49 3.82 4.78 3.19 3.83 4.17 5.17 485.22 1.95 487.45 2.28 488.28 2.47 489.72 3.82 485.31 9.48 487.58 18.48 488.35 11.87 489.92 13.23 485.38 18.92 487.65 11.97 488.43 12.69 498.81 15.18 6.21 2433.85 4549.33 3.53 2123.78 3555.92 4.17 2516.72 4545.93 4.45 2651.74 4988.72 5.17 2923.31 5635.29 3.67 2841.21 4442.81 4.33 2422.58 5628.33 4.62 2553.92 6848.65 5.36 2818.17 6986.99 3.82 1961.97 4196.96 4.48 2345.11 5366.35 4.77 2475.18 5778.14 5.51 2741.16 6641.65 3.67 2844.84 5377.47 4.38 2448.81 6948.82 4.58 2576.35 7514.39 5.29 2851.88 8693.88 4.92 1522.95 2445.68 5.88 1823.37 3255.59 6.19 1933.55 3547.36 7.28 2165.71 4151.36 5.24 1431.19 2269.57 6.16 1722.76 3834.56 6.56 1836.13 3312.23 7.61 2882.27 3886.36 PA{~ 26 SECNO 25668.888 25668.888 25668.888 25668.888 25714.888 25714.888 25714.~8~ 25714.888 25754.888 25754.888 25754.888 25754.888 25828.808 25828.888 XLCH 58.88 58.88 58.88 58.88 46.88 46.88 46.88 48.88 48.88 48.88 48.88 66.88 66.88 ELTRD .88 .88 .88 .88 ELLC ELMIN Q ~,~SEL 469.18 7588.88 485.82 469.18 18588.88 487.17 469.18 11888.88 487.89 469.18 15188.88 489.32 · 88 478.88 7588.88 484.98 · 88 478.~ 18588.88 487.16 .~ 47~.~ 118~.88 487.89 · 88 478.88 15188.88 489.35 469.18 7588.88 485.13 469.18 18588.88 487.28 469.18 11888.88 488.81 469.18 15188.88 489.49 468.48 7888.88 485.11 468.48 18688.88 487.44 24 CRINS E6 I~K'v,S VCH AREA .81K 485.44 487.72 488.58 49~.18 485.57 487.83 488.61 498.28 485.66 487.91 488.69 498.29 13.88 12.91 13.38 14.93 23.88 22.38 21.67 21.69 16.93 16.82 16.11 16.91 485.87 27.42 488.83 28.89 5.22 1437.72 2873.63 5.94 1795.37 2922.~5 6.27 1934.51 3235.56 7.15 2244.11 39~8.53 6.16 1217.96 1534.88 6.59 1618.43 2219.57 6.8) 1791.92 25)5J3 7.5~ 2198.78 3242.88 5.93 1391.28 1822.95 6.68 1868.~9 2623.65 6.89 2879.99 2948.28 7.68 2628.38 3672.e9 8.46 1651.49 1451.25 8.89 2538.92 2365.89 2582~.808 86.88 25828.888 66.88 26178.888 358.88 26178.888 358.88 26178.888 358.88 26178.888 358.88 26558.888 388.88 26558.888 388.88 26558.888 388.88 26558.888 388.88 26888.888 338.88 26888.888 338.88 26888.88B 338.88 26888.888 338.88 27858.888 165.88 27858.888 165.88 27858.888 165.88 27858.888 165.88 27488.888 428.88 27488.888 428.88 27488.888 428.88 27488.888 428.88 27548.888 148.88 27548.888 148.88 27548.888 148.88 27548.888 148.88 1 11/85/87 16:35:28 SECNO XLCH 27578.888 38.88 27578.888 38.88 27578.888 38.88 27578.888 38.88 27628.888 58.88 27628.~88 58.~ 27628.888 58.88 27628.888 58.88 38138.888 2518.88 38138.888 2518.88 38138.888 2518.88 38138.888 2518.88 38189.888 59.88 .88 .88 .88 .88 468.48 11988.88 488.24 468.48 15188.88 489.87 478.28 7688.88 485.84 478.28 18688.88 487.85 478.28 11988.88 488.59 478.28 15188.88 498.11 471.18 7688.88 487.88 471.18 18688.88 489.37 471.18 11988.88 489.99 471.18 15188.88 491.33 472.98 7688.88 488.86 472.98 18688.88 498.46 472.98 11988.88 491.18 472.98 15188.88 492.51 489.26 491.83 491.78 493.39 473.98 6788.88 492.82 473.98 9488.88 494.83 473.98 18588.88 494.71 473.98 13488.88 496.32 475.88 6788.88 492.41 475.88 9488.88 494.13 475.88 18588.88 494.69 475.88 13488.88 496.41 488.81 498.42 487.27 489.16 489.89 491.46 488.89 498.74 491.49 493.15 498.14 492.17 492.96 494.73 491.12 493.16 493.89 495.59 492.87 494.67 495.28 496.77 493.27 495.38 496.88 497.18 18.75 17.34 52.68 44.62 42.72 41.87 34.36 38.69 39.55 42.~4 36.78 42.86 43.41 46.35 8.89 2888.37 2748.87 8.38 3619.72 3826.63 18.85 1132.14 1847.98 11.18 1636.21 1586.87 11.24 1829.81 1828.73 11.78 2235.36 2356.28 8.16 995.77 1296.48 9.57 1248.23 1784.18 18.85 1343.69 1892.16 11.17 1568.54 2328.85 9.17 987.35 1254.53 18.77 1156.84 1634.37 11.32 1262.33 1886.22 12.53 1582.15 2218.88 73.23 11.19 688.55 782.93 72.87 12.39 969.48 1181.17 68.94 12.54 1899.34 1264.64 64.95 13.16 1383,95 1662,65 24.91 19.44 17.38 13.56 31.77 36.88 38.38 24.36 7.81 1195.38 1342.48 7.58 2174.55 2131.99 7.33 2578.79 2518.84 6,95 3563.72 3638,31 7.43 982.83 1188.67 8.68 1882.57 1564.85 9.28 1141.89 1694.81 7.89 2612.73 2714.83 PAGE 27 ELTRD ELLC ELRIN Q CNSEL CRINS 88 18K#S VCH AREA .81K 475.2~ 6788.88 492.56 475.28 941~.88 494.34 475.28 18588.88 494.93 475.2~ 134~8.8~ 499.73 496.88 498.58 496.88 498.58 496.88 498.58 496.88 498.58 475.58 6788.88 492.43 475.5~ 948~,8~ 494.62 475,58 18588,88 495,62 475.58 13488.88 499.75 .88 32.26 35.97 37.91 6.81 39.28 31.77 24.34 6,55 27.74 33.69 48.57 78.24 31.71 493.43 495.51 496.23 499.93 493.74 495.69 496.43 499.97 581.41 583.88 583.38 583.82 581.78 483.78 6788.88 588.69 483.78 9488.88 582.87 483.78 18588.88 582.17 483.78 1348~.88 581.78 .88 .88 .88 .88 486.88 6788.88 588.76 7.47 897.49 1179.63 8.67 1883.72 1567.35 9.16 1146.64 1785.35 4.45 4881.62 5135.47 9.35 853.33 1869.82 9.14 16~3.91 1667.8B 8.39 2178.64 2128.48 5.28 4828.37 5234.48 8.~6 1145.67 1272.18 9.36 142~.78 1819.44 18.32 1444.27 1648.42 14.84 1334.94 1514.94 7.79 868.46 1189.98 25 38189.888 3~19e.~88 3~281.~8~ 3131e.888 31318.8~ 31488.888 3148~.~ 1 11/85/87 SECNO 3175~.888 31758.~ 32748.~ 32748.~ 3274~.~ 3274~.~e~ 59.88 59.88 59.~ 1 .~8 1 .I)i) 1,88 1 .~)i) 1 1 1 1.8~) 49.88 49.88 1~6~.~8 178.88 178.88 16:35:28 XLCH 28.88 28.88 25~.~ 998.~8 99~.~ 513.38 513.38 513.38 513.38 513.38 513.38 513.38 513.38 ELTRD 589.18 589.1~ 5~9.18 5~9.1~ .88 486.88 948e.e~ 582.~5 .88 486.88 185~.~ 582.14 · ~ 486.8~ 134~.~ 5~1.73 518.4~ 518.48 51~.4~ 518.48 51~.48 51~.48 518.48 518.48 486.88 67~8.88 5e~.67 486.8~ 94~.E8 5e1.92 486.8E 1~5~.~8 5e1.97 486.8~ 134~8.~ 5~1.35 486.88 6788.88 58~.84 486.8~ 94~8.88 582.21 486.8~ 18588.88 582.39 486.88 134~8.88 583.19 · ES 486.88 67ES.~e 581.12 · 88 486.8E 94E~.E8 5E2.67 .~ 486.8~ 1~5~.~ 5~2.98 .~ 486.8~ 134~8.~ 5~4.18 .e~ 483.8~ 67~.~8 5~1.57 .~ 483.88 948~.~8 583.49 · ~8 483.88 185~.~8 584.82 .~8 483.8~ 1348~.8~ 5~5.78 487.88 67~E.Se 5e3.65 487.8~ 948~.88 585.56 487.88 1858~.8~ 5~6.15 487.88 1348~.88 5~7.68 .88 488.88 67~8.88 583.94 · 88 488.88 9488.88 5e5.78 · 88 488.88 185~8.8~ 586.33 · ~ 488.88 13488.88 587.71 ELLC ELMIN Q {345EL CRIWS 5e6.18 5~6.18 5e6.18 586.1~ 488.E8 6788.88 5~4.el 488.~8 9488.EE 586.86 488.8e 1~5~.88 587.78 488.88 134~8.~ 518.16 · ~8 488.64 6788.88 584.61 · ~8 488.64 948~.~ 5~7.53 · ~ 488.64 1~5~.~ 5~8.58 · ~ 488.64 134~.~ 51~.84 · ~ 493.~7 67~.~ 5~5.~7 · ~8 493.~7 94~.~ 587,94 · ~ 493,e7 1~5~,~ 5e8,98 .~8 493.~7 134~8.~ 511.23 583.47 583.87 5~4.8~ 581.79 583.62 5~4.~6 5E5,22 581,92 583.81 5~4.32 585.89 581.99 5E3.92 5J~1..46 5E6.13 582.14 5~4.12 5~4.68 586.48 584.14 5~6.86 586.65 5~8.13 5~4.48 586.54 5~7.19 588.83 42.29 51.5~ 94.27 128.~9 173.48 214.~5 4~4,24 114.92 161.67 193.41 263.37 28.32 35.42 4~.62 48.64 21.16 21.84 21.82 19.48 22.54 22.85 21.98 19.82 15.63 19.83 28.66 24.83 9.54 985.85 1445.55 1~.57 993.16 1463.16 14.85 953.9~ 138e.16 8.49 789.34 611.39 1~.44 9~.¢4 713.84 11.51 9~4.14 717.68 15.78 849.23 666.47 8.33 884.22 625.~ 1~.14 926.73 739.28 11.13 943.~8 755.B~ 13.19 1816.87 825.69 7.49 894.83 1259.~1 8.99 1~46.~8 1579.4~ 9.75 1~76.53 1647.38 11,19 1197.95 1921,43 7.24 1285.92 1456.51 7.87 178E.76 2849.19 8.28 1951.55 2247.73 8.38 2638.28 3841.99 6.83 1284.47 1411.31 7.22 1853.22 28~1.91 7.34 2888.63 2239.6~ 7.3E 2837,28 38E9,61 5.9E 1136.~9 1694.49 6.98 1346.51 2154.83 7.44 1411.95 2389.85 8.58 1575.97 2733,37 PACE 28 EG I~K*S VCH AREA .ElK 584.54 587.49 588.46 51~.84 15.35 14.49 14,51 12.63 3.96 3.66 3.65 3.56 6.89 5.12 4.97 4.88 584.76 5~7,7~ 5~8.68 511.~4 5~5.25 5~8.13 5~9.11 511.46 5.86 1143.59 171E.15 6.37 1474.66 2469.22 6.63 1584.62 2756.31 6.81 2481.65 3778.65 3.83 2214.~8 3365.81 3,26 2886,8~ 4913.38 3.36 3123.96 5495.96 3.6~ 3722.67 71~1.31 3.43 1954.54 2715.37 3.57 2629.9~ 4156.18 3.66 2872.17 471E.57 3.83 3496.44 6867.85 26 34845,888 1385.88 34845.888 1385.88 34845.888 1385.88 34845.888 1385.88 493.18 7388.88 586.87 493.18 18888.88 588.72 493.18 11288.88 589,65 493.18 14288.88 511.92 34338.888 34338.888 34338.888 34338.888 285.88 517.88 515.88 285.88 517.88 515.88 285.88 517.88 515.88 285.88 517.88 515.88 498.87 7388.88 586.45 498.87 18888.88 588.97 498.87 11288.88 589.88 498.87 14288.88 512.13 34348.888 34348.888 34348.888 34348.888 18.88 517.88 515.88 18.88 517.88 515.88 18.88 517.88 515.88 18.88 517.88 515.88 498.87 7388.88 586.51 498.87 18888.88 589.81 498.87 11288.88 589.92 498.87 14288.88 512.15 34878.888 538.88 .88 34878.888 538.88 .88 34878.888 538.88 .88 34878.888 538.88 .88 581.26 7388.88 588.42 581.26 18888.88 518.29 581.26 11288.88 511.88 581.26 14288.88 513.89 588.88 588.88 588.88 588.88 528.38 515.88 528.38 515,88 528.38 515.88 528.38 515.88 588.98 7388.88 589.85 588.98 18888.88 511.44 588.98 11288.88 512.14 588.98 14288.88 514.88 35578.888 128.88 528.38 35578.888 128.88 528.38 35578.888 128.88 528.38 35578.888 128.88 528.38 515.88 588.98 7388.88 518.13 515.88 588.98 18888.88 511.78 515.88 588.98 11288.88 512.39 515.88 588.98 14288.88 514.25 35778.888 499.81 7388.88 518.49 499.81 18888.88 512.82 499.81 11288.88 512.71 499,81 14288.88 514.53 I 11/85/87 16:35:28 586.33 18.93 588.97 7.84 589.91 7.48 512.21 6.48 586.98 48.45 589.43 38.59 518.33 27.89 512.57 23.44 587.83 46.98 589.46 38.38 518.36 27.67 512.59 23.35 588.87 518.76 511.55 513.58 518.26 511.92 512.64 514.51 518.58 512.15 512.87 514.73 511.15 512.73 513.44 515.24 26.56 28.21 18.36 14.58 21.52 19.74 18.95 18.86 18.65 17.72 18.38 18.59 47.68 38.13 34.48 26.32 4.88 1789.18 2288.28 4.87 2457.86 3578.71 4.14 2782.47 4117.98 4.27 3328.65 5611.48 5.83 1251.86 1848.88 5.48 1853.19 1888.11 5.38 2882.32 2128.73 5.32 2669.51 2933.25 5.77 1265.61 1865.87 5.38 1859.68 1816.77 5.36 2888.38 2129.33 5.31 2673.53 2938.91 5.37 1368.43 1416.43 5.49 1823.15 2224.68 5.53 2826.11 2613.53 5.54 2562.95 3728.76 5.15 1417.54 1573.55 5.59 1787.94 2258.95 5.72 1957.59 2573.12 5.73 2477.46 3341.21 4.92 1484.58 1698.37 5.48 1851.93 2375.51 5.54 2822.23 2618.13 5.57 2558.78 3293.78 6.54 1116.56 1858.86 6.79 1472.84 1619.52 6.83 1648.83 1989.61 6.77 2897.88 2767.82 PA,C-~ 29 GRAPEVINE CREEK SLfglARY PRINTOUT TABLE 158 SECN0 Q CNSEL 15358.888 6988.88 456.38 15358.888 9788.88 457.45 1535~.~ 11~.~ 457.86 15358.888 14288.88 458.75 15448.888 6988.88 457.86 15448.888 9788.88 458.81 15448.888 11888.88 458.35 15448.888 14288.88 459.88 DIFWSP DIFWSX DIFK14S TOPWID · 88 .88 .88 495.82 1.87 .88 .88 592.22 · 41 .~ .~ 61gJ7 · 89 .88 .~8 671.43 27 .88 .68 .88 145.79 .95 .56 .88 147.88 · 34 .49 .88 147.88 .74 .33 .88 147.88 XLCH 98.88 98.88 98.88 98.88 1547~.~ 6g~.~ 457.~8 1547~.~ 97~.~ 458.~5 1547~.~B 11~.~ 458.4~ 1547~.~FI 142~.~ 46FI.27 1552~.~FI 69~e. FI~ 456.93 1552FI.EFI~ 97EFI.FIFI 457,92 1552e.~FIe 11FIee.FI~ 458.$e .FIFI .97 .35 1.87 .Fie 1 .Fil~ .38 2.33 1.19 -.16 -.13 -.le .36 457.51 .ee .58 .eFI 458.48 .96 .55 .eFI 458.78 .31 .48 .FIe 46~.55 1.77 -.es .ee 145.92 147.~e 46FI.29 463.79 6e3.68 656.5e 129.~e 1561e.e~e 69Ee.~e 457.55 .ee .e3 .eFI 129.ee 1S61e.~ 97Fie.ee 458.54 1.FIe .e7 .ee 129.ee 1561FI.FIFIe lle~FI.FI~ 46FI.FIe 1.46 1.22 .FI~ 129.FIFI 1561~.ee~ 142ee,FIe 462.52 2.52 1.97 .Fie 162.76 1563FI.FI~8 69~.~e 457.56 .ee .el .~ 182.21 1563~.~8 97eFI.FIe 458.57 1.~1 .e3 .FIe 188.77 1563~.FI~e 11~FIe.~FI 46e.FI7 1.5e .e7 .eFI 198.68 1563e.eee 142FIe.ee 462.73 2.66 .21 .ee 537.e2 1 .FI3 1.49 2.65 1.1~4 1.49 2.64 1564e.eFI8 69~e.~e 457.6FI 1564~.B~FI 97FIe. FIFI 458.63 1564e.~ 11eFIe.eFI 46e.12 1564FI.~ 142FIe.e~ 462.77 457.61 458.65 46e.13 462.78 .el ,el .el DIFWSX -.13 -.12 -.12 11/~5/87 16:35:28 SECN0 Q Ct~EL DIFKWS 1566e.eee 6gee.FIe 457.53 1566e.eFIe 97ee.ee 458.52 1566~.~ 142~.~ 462.66 DIFI, E~ .99 1.49 2.65 457.69 .FIFI .16 .FIFI 458.81 1.12 .29 .e8 46Fi.3e 1.49 .29 .ee 462.95 2.65 .3e .~e 1573e.~e 97ee.ee 458.96 1.18 .17 .ee 1573~.~ee llFIeFI.FI~ 46e.45 1.47 .15 .eFI 28 194.11 54e.53 177.e7 164.21 194.42 542.23 TOPWID 156.1~ 163.52 175.11 5~6.94 173.FI1 18e.27 19e.76 556.82 195.7~ 2FI2.29 213.e5 18.e~ XLCH PAGE 3e 463.89 2.64 .14 .88 682.88 58.88 456.92 .88 1.12 468.33 1.48 1.55 461.55 1.22 1.18 463.96 2.42 .87 17688.888 7588.88 468.41 .88 1.49 17688.888 18588.88 461.68 1.27 1.35 17688.888 11888.88 462.53 .85 .98 17688.888 15188.88 464.68 2.87 .64 461.96 463.89 463.64 465.25 18158.888 7588.88 462.86 18158.888 18588.88 465.21 18158.888 11888.88 463.75 18158.888 151~8.88 465.35 462.16 463.32 463.86 465.44 16248.888 7588.88 461.79 16248.888 18588.88 463.86 18248.888 11888.88 463.65 18248.888 15188.88 465.32 462.66 463.71 464.28 465.66 11/85/87 16:35:26 SECNO Q C:WSEL 463.81 464.87 464.54 465.93 1.13 .55 1.61 .88 1.14 .55 1 1.16 .54 1.58 1.55 1.41 1.11 .65 .12 .12 .18 .11 .11 729.64 748.93 744.56 751.74 644.25 1128.88 738.57 1128.88 733.13 1128.88 739.48 1128.~8 686.16 388.88 631.38 388.88 643,54 388.88 665.83 388.88 546.62 572.41 584.72 617.41 538.85 68.88 559.75 68.88 573.63 68.88 618.12 68.88 · 88 -.37 .88 481.89 38.88 1.27 -.26 .88 518.41 38.88 · 59 -.21 .88 537.23 38.88 1.67 -.12 .88 584,18 38.88 · 87 .88 548.15 88.88 · 65 .88 565.83 88.88 · 55 .88 577.83 88.88 .33 .88 611.95 88.88 .88 1.85 .49 1.46 DIFWSP DIFWSX DIF~ TOPI,lID XLCH .35 .36 .34 .27 .88 1.86 .48 1.39 · 88 537.53 138.88 · 88 572.63 138.88 · eE 591.61 138.B8 · 88 647.18 138.88 18588.B~ 75~.~B 462.79 .BB -.22 .~B 436.63 18588.~8 1~5~8.~8 463.78 .91 -.37 .~ 519.68 5~.~ 18588.888 11888.~8 464.28 .5~ -.35 .~8 568.58 5~.~ 18588.888 15188.88 465.75 1.55 -.18 .88 639.68 58.88 .88 .61 .6~ .88 145.71 14.88 · 38 .88 147.58 14.88 29 18514.8~8 7588.~8 463.39 18514.888 18588.88 464.88 PA6E 31 18514.~ 118e~.B~ 464.18 .19 -.~1 .~ 148.64 14.~ 18514.~88 15188.88 465.35 1.17 -.48 .88 155.93 14.88 18515.888 7588.88 463.36 18515.888 18588.88 463.95 18515.888 11888.88 464.12 18515.888 15188.88 465.27 18565.888 7588.88 463.49 18565.888 185~8.88 464,21 18565,888 11888,88 464.47 18565.888 151~8.88 465.72 18566.888 7588.88 463.48 18566.888 18588.88 464.17 18566.888 11888.88 464.42 18566.888 15188.88 465.61 18688.888 7588.88 464.18 18688.888 1858~.88 465.47 18688.888 1188~.8~ 466.86 18688.888 15188.88 467.91 18615.888 7588.~8 464.14 18615.888 18588.88 465.58 18615.888 11888.88 466.89 18615.888 15188.88 467.93 .88 .59 .17 .15 .72 .26 1.25 .69 .25 1.19 1.37 .59 1.85 1.37 .59 1.84 -.83 - -.86 -.88 .13 .26 .35 .45 -.81 -.83 -.11 .62 1.38 1.64 2.38 .83 .83 .~13 .;12 138.48 142.16 143.24 158.38 138.64 143.82 144.63 152.24 143.61 147.88 149.31 156.56 494.13 537.39 553.97 688.88 495.25 538.22 554.96 681.68 18658.888 7588.88 463.59 .88 -.55 .88 421.45 18658.888 18588.88 465.11 1.52 -.48 .88 687.58 18658.888 1188~.88 465.82 .71 -.28 .88 631.64 18658.888 15188.88 467.85 2.84 -.88 .88 754.75 466.32 .88 2.72 .~8 561.28 467.39 1.88 2.28 .88 582.92 467.78 .31 1.89 .88 589.28 468.82 1.11 .96 .88 689.38 DIFWSX .78 .87 .91 2.11 1.98 1.89 1.68 .87 DIFWSP 1.25 .48 1.15 1.84 .48 .93 38 DIFKWS 11/85/87 16:35:28 SECNO Q CA~EL .28~ 75~B.Be 466.92 .288 18588.88 468.17 .288 11888.88 468.57 · 288 151~8,8~ 469.72 469.83 47d.~7 478.47 471.48 28548.888 7588.e8 469.98 TOPWID 544.83 6~.31 632.27 666.73 541.85 572.84 577.33 587.98 438.13 1.88 1.88 1.88 1.88 58.88 58.88 58.88 58.88 1 1.88 1.8,8 34.88 34.88 15.88 15.88 15.88 15.88 35.88 35.88 35.88 518.8~ 518.88 518.88 XLCH 39~.~e 39~.~8 39~.~8 458.88 458.88 458.88 PAGE 32 2854~.88~ 18588.88 471.~4 2~54~.888 118~,B~ 471.47 28548.~88 151~.88 472.46 · 588 75~8.~ 478.46 · 588 1~5~B.~ 471.73 .588 118~8,8~ 472.21 · 588 15188.88 473.31 47~.25 471.39 471.87 473.85 1.14 .43 .99 1.27 .48 1.18 1.15 .48 1.18 .97 1 1.86 .56 .69 .74 .85 -.21 -.33 -.34 -.25 21698.8~8 7588.88 472.18 .88 1.85 21698.~8 18588.88 473.68 1.58 2.21 2169~.B~ 11888.88 474.13 .53 2.26 21698.8~8 151~.88 475.28 1.86 2.14 474.71 .88 2.61 476.43 1.72 2.82 477.81 .58 2.87 478.21 1.21 3.82 226~.80~ 75~8.08 475.58 .88 .79 226~E.~ 1~58~.~8 477.33 1.84 .91 22688.~88 11888.88 477.97 .64 .97 22688.888 15188.8~ 479.35 1.37 1.13 1.52 .53 1.26 477.99 479.51 488.84 481.3~ 239es.se8 75ee.eE 488.e3 239e~.~88 le588.~ 481.84 239~.8~B 118~.~ 482.51 23988.~8 15188.~8 484.88 11/~5/87 16:35:28 2.58 2.18 2.~17 1.95 2.183 2.33 2.46 2.78 DIFWSX SECN0 Q Ct, FaEL 1.82 .66 1.49 DIFNSP DIFKNS 488.69 .88 .66 .88 482.45 1.76 .61 .88 483.18 .65 .68 .88 484.57 1.46 .56 .~ 481.54 .8~ .85 .88 483.38 1.76 .84 .88 483.95 .65 .85 .88 485.44 1.49 .87 .88 456.48 463.15 488.47 4~1.64 444.79 457.93 476.83 324.97 378.84 389.96 442.53 252.47 361.41 393.96 425.91 279.86 316.64 325.64 345.78 278.24 337.17 359.37 412.16 216.73 257.83 271.16 3~4.71 318.69 359.15 366.38 375.~1 TOPWIO 233,21 294.78 388.73 341.98 149.65 266.85 32~.72 414.97 548.88 548.8~ 548.88 435.~ 435.88 435.88 435.88 398.88 398.88 398.88 325.8~ 325.B8 325.88 325.88 538.88 538.88 538.88 538.88 388.88 388.88 578.88 578.88 738.88 738.88 XL(IH 465.88 465.88 465.~8 465.~ 568.88 PAGE 33 31 5.888 75~8.88 482.81 .88 .47 .88 5.888 18588.88 483.86 1.84 .56 .88 5.888 11888.88 484.53 .68 .58 .88 5.888 15188.88 486.88 1.47 .56 .88 24938.888 7588.88 482.54 .88 .53 .88 24938.888 18588.88 484.46 1.92 .61 .88 24938.888 11888.88 485.16 .78 .63 .88 24938.888 15188.88 486.67 1.51 .67 .88 6.888 7588.88 482.42 .88 -.12 .88 8.888 18588.88 484.38 1.87 -.17 .88 6.888 11888.88 484.98 .68 -.18 .88 8.888 15188.88 486.46 1.48 -.21 .88 481.58 483.23 484.88 485.69 1.65 .76 1.69 -. 84 -1.86 -.98 -.77 25135.888 7588.88 483.25 .88 1.67 25135.888 18588.88 485.28 2.82 2.84 25135.888 11888.88 485.91 .64 1.92 25135.888 15188.88 487.88 1.16 1.39 25185.888 7588.88 483.92 25185.888 18588.88 485.98 25185.888 11888.88 488.55 25185.888 15188.88 487.69 25235.888 7588.88 484.41 25235.888 18588.88 486.39 25235.888 11888.8~ 487.83 25235.888 15188.88 488.28 484.67 486.78 487,35 488.58 1 11/85/87 16:35:28 SECNO 0 Q4SEL 1.98 .65 1.15 .88 1.98 .64 1.17 2.83 .66 1.23 DIFNSP 2.88 .88 1.31 2.89 .89 1 32 484.81 486.89 487.57 488.88 .67 .62 .64 .62 .48 .49 .48 .51 .27 .31 .33 .38 DIFNSX .13 .19 .22 .29 .89 25375.888 7588.88 484.85 25375.888 18588.88 486,95 25375.888 11888.88 487.63 25375.888 15188.88 488.96 .88 .88 .88 DIFKNS 218.42 272.78 298.57 358.82 228.15 259.38 273.24 318.83 218.58 247.38 256.42 283.83 96.61 179.81 244.16 382.44 156.72 226.84 315.72 354.82 157.18 273.12 277.85 285.88 175.59 226.85 231.83 248.98 158.75 188.51 183.98 196.35 TOPt4IO 157.71 169.69 174.41 184.87 158.39 158.17 162.24 178.48 145.88 145.88 145.88 145.88 228.88 228.88 228.88 228.88 98.88 98.88 98.88 98.88 88.88 88.88 88.88 88.88 58.88 58.88 58.88 58.88 58.88 58.88 58.88 58.88 58.88 58.88 58.88 58.88 45.88 45.88 45.88 45.88 XLCH 45.88 45.88 45.88 45.88 58.88 58.88 58.88 58.88 PAGE 34 25421.888 7588.88 484.97 .88 .12 .88 25421.888 18588.88 487.11 2.14 .16 .88 25421.888 11888.88 487.82 .71 .18 .88 25421.888 15188.88 489.21 1.39 .24 .88 25422.888 7588.88 484.96 .88 25422.888 18588.88 487.18 2.13 25422.888 11888.88 487.88 .71 25422.888 15188.88 489.19 1.39 25542.888 7588.88 484.99 .88 25542.888 18588.88 487.13 2.14 25542.888 11888.88 487.84 .71 25542.888 15188.88 489.24 1.48 25543.888 7588.88 485.81 25543.888 18588.88 487.16 25543.888 11888.88 487.88 25543.888 15188.88 489.28 2.15 .72 1.41 .83 25568.888 7588.88 484.94 .88 -.87 .88 25568.888 18588.88 487.85 2.12 -.11 .88 25568.888 11888.88 487.75 .78 -.12 .88 25568.888 15188.88 489.12 1.36 -.17 .88 25618.888 7588.88 484.95 .88 .82 .88 25618.888 18588.88 487.86 2.11 .81 .88 25618.888 11888.88 487.76 .78 .81 .88 25618.888 15188.88 489.12 1.36 .81 .88 25668.888 7588.88 485.82 .88 .86 .88 25668.888 18588.88 487.17 2.15 .11 .88 25668.888 11888.88 487.89 .72 .13 .88 25668.888 15188.88 489.32 1.43 .28 .88 178.99 188.83 192.89 198.49 173.99 183.81 187.87 193.46 173.83 183.86 187.15 193.69 178.98 188.97 192.32 198.91 134.75 153.18 181.92 178.95 128.83 155.17 168.99 195.65 155.85 185.49 281.39 232.98 25714.888 7588.88 484.98 .88 -.84 .88 155.88 25714.888 18588.88 487.16 2.18 -.81 .88 222.98 25714.888 11888.88 487.89 .73 .88 .88 252.54 25714.888 15188.88 489.35 1.46 .83 .88 384.85 DIFI~X .15 .12 .12 .14 - .16 .23 11/85/87 16:35:28 DIFK~ SECNO Q C;NSEL 25754.888 7588.88 485.13 25754.88~ 1~5~.~ 487.28 25754.888 11888.88 488.81 25754.888 1518~.88 489.49 DIFWSP 2.15 .73 1.48 2.33 33 25828.888 7688.88 485.11 25828.888 18688.88 487.44 25828.888 11988.88 488.24 TOPWID 177.48 279J3 324.84 417.74 345.43 413.64 434.48 46.88 46.88 46.88 46.88 1 1 1 1.8~ 128.88 128.88 128,88 128.88 1 .~)8 1.88 1 .!18 1.88 25.88 25.88 25.88 25.88 58.88 58.88 58.88 58.88 58.88 46.88 46.88 46.~8 46.88 XLCH 48.~ 66.88 66.88 66.88 PAGE 35 2582~.~9 1519~.~9 489.87 1.62 .38 485.84 .99 .74 487.85 2.99 .41 488.59 .74 .34 498.11 1.53 .25 26559.999 76~.~ 487.88 .9~ 2.~3 26559.~9B 1~699.9~ 489.37 1.49 1.52 26559.99~ 11999.9~ 489.99 .62 1.4~ 2655~.~9 15199.9~ 491.33 1.34 1.22 2688~.~9~ 7699.99 488.86 .~9 .99 2688~.~9~ 1~699.99 499.46 1.59 1.99 26889.~99 11999.99 491.1~ .64 1.11 26889.999 15199.99 492.51 1.41 1.17 489.26 .99 .49 491.93 1.77 .57 491.78 .75 .68 493.39 1.61 .8g 492.92 .99 2.76 494.93 2.91 3.99 494.71 .68 2.93 496.32 1.61 2.92 2754~.~99 6799.9~ 492.41 .99 ,39 27549.998 9499.99 494.13 1.72 27549.999 1~599.9~ 494.69 .56 2754~.~99 134~9.99 496.41 1.72 492.56 ,99 .15 494.34 1.78 .21 494.93 .59 .24 499.73 4.89 3.33 492.43 .gE -.13 494.62 2.19 .28 495.62 1.99 .69 499.75 4.12 .~1 1 11/i]5/87 16..35:28 .~ 476.27 66.9~ 243.65 259.31 262.75 268.57 159.57 165.38 166.27 168.19 143.86 162.52 166.21 174.3~ 135.96 165.99 171.71 165.~9 174.45 165.99 188.99 165.99 353.97 599.87 598.91 625.92 193.49 196.26 197.18 638.75 193.33 39.99 196.27 3E.9~ 197.25 39.99 791.78 39.99 226.29 452.29 59E.79 745.61 PAGE 36 SECNO Q CNSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 3~13~.~ 67~.E~ 5~E.69 .~ 8.26 3813~.989 9498.99 582.97 1.38 7.45 39138.9~9 19599.98 592.17 .19 6.55 3~13~.999 13499.99 591.79 -.48 1.95 · ~ 155.23 251e.ee .99 235.96 251e.99 .99 241.34 251~.~9 · 99 221.64 2519.99 1.39 93.99 59.99 97.94 59.99 34 582.14 .88 -.84 .88 98.12 59.88 581.73 -.48 .84 .88 97.81 59.88 38198.888 6788.88 588.67 .88 -.88 .88 86.73 1.88 38198.888 9488.88 581.92 1.25 -.13 .88 98.59 1.88 38198.888 18588.88 581.97 .84 -.17 .88 98.73 1.88 38198.888 13488.88 581.35 -.62 -.38 .88 88.84 1.80 38288.888 6788.88 588.84 .88 .17 .88 87.26 18.08 38288.888 9488.88 582.21 1.37 .29 .88 91.17 18.08 38288.888 18588.88 582.39 .18 .42 .88 91.45 18.08 38288.888 13488,88 585.19 .88 1.84 .88 92.69 18.08 38281.888 6788.88 581.12 .88 .27 .88 95.11 1.08 38281.888 9488.88 582.67 1.55 .45 .88 99.24 1.88 38281.888 18588.88 582.98 .$1 .59 .88 99.88 1.88 38281.888 13488.88 584.18 1.28 .99 .88 182.92 1.88 38258.888 6788.88 581.57 .88 .45 .88 286.39 49.88 38258.888 9488.88 583.49 1.93 .83 .88 388.34 49.88 38258.888 18588.88 584.82 .53 1.84 .88 337.29 49.88 38258.888 13488.88 585,78 1.76 1.59 .~8 438.34 49.88 31318.888 6788.88 583.65 .88 2.88 31318.888 9488.88 585.56 1.91 2.87 31318.888 18588.88 586.15 .59 2.13 31318.888 13488.88 587.68 1.52 1.98 31488.888 6788.88 583.94 .88 .29 31488.888 9488.88 585.78 1.84 .22 31488.888 18588.88 586.33 .55 .18 31488.888 13488.88 587.71 1.38 .83 · 88 193.75 1868.88 · 88 382.71 1868.88 · 88 418.98 1868.88 · ~ 542.56 1868.88 111.25 178.88 117.77 178.88 118.88 178.88 119.48 178.88 31588.888 6788.88 584.81 .88 .87 .88 111.53 28.88 31588.888 9488.88 586.86 2.85 1.88 .88 119.83 28.88 31588.888 18588.88 587.78 .92 1.45 .88 119.43 28.80 31588.888 13488.88 518.16 2.37 2.45 .88 552.41 28.88 31758.888 6788.88 584.61 31758.888 9488.88 587.53 2.92 .68 31758.888 18588.88 588.58 .97 .72 31758.888 13488.88 518.84 2.34 .68 11/85/87 16:35:28 SECNO q Ci,SEL DIFNSP 219.58 258.88 241.35 258.88 248.57 258.08 268.88 258.88 DIFWSX DIFKW5 TOPWIO XLCH .88 .45 .88 2.87 .48 .88 .96 .48 .~8 2.33 .39 .~ 32748.888 6788.88 585.87 32748.888 9488.88 587.94 32748.888 18588.88 588.98 32748.888 13488.88 511.23 34845.888 7388.88 586.87 35 223.45 998.88 247.47 998.88 255.54 998.88 285.79 998.88 243.34 1385.88 PAGE 37 34045.~ 10~.~ 5~8.72 34~45.~8~ 112~.~ 5~9.65 34~45.~ 142~.~ 511.92 3433~.~ 73~.~ 5~6.45 3433~.8~8 1¢8~.~ 5~8.97 3433~.~ 112~.~ 5~9.88 3433~.~ 142~.~ 512.13 3434~.8~ 73BB.~B 5~6.51 3434~.~ 1~.~ 5~9.~1 3434~.~ 112~.~ 5~9.92 3434~.~ 142~.~ 512.15 3487~.~8~ 73~.~ 5~8.42 3487~.~ 1~.~ 51~.29 3487~.~ 112~8.~ 511.~8 3487~.~ 142~.~ 513.~9 35458.~ 73~.~e 5~9.85 3545~.~e 1~.~ 511.44 5545~.~ 1128~.~ 512.14 3545~.~ 142~.~ 514.~ 35578.~ 73~.~ 51~.13 35578.8~8 1~8~.~ 511.7~ 3557~.~ 112~.~ 512.39 3557~.~ 142~8.~ 514.25 3577~.~ 73~.~ 51~.49 3577~.~ 1~88.~ 512.~2 3577~.~ 112~.~ 512.71 3577~.~ 142~8.~8 514.53 11/Z5/87 16:35:28 2.65 .78 .~ .93 .75 .~ 2.28 .69 .~ .8~ .38 .8~ 2.52 .26 .~ .91 .24 .~ 2.24 .21 .~e .8~ .~6 .~8 2.49 .~3 .~ .91 .~3 .~ 2.24 .82 .B~ .~ 1.91 .~e 1.87 1.29 .~8 .79 1.16 .~ 2.~1 .93 .8~ .~ 1.42 .~e 1.59 1.15 .~ .7~ 1.B6 .~ 1.86 .91 .~e .~ .28 .~ 1.57 .26 .~ .TB .26 .~ 1.86 .25 .~ .8~ .36 .8~ 1.53 .32 .~e .78 .32 .~e 1.82 .28 .~ 261.~9 267.32 282.58 228.95 248.12 254.58 27~.11 229.4~ 248.32 254.67 27~.23 241.~9 254.24 259.79 273.94 228.25 237.92 244.83 297.27 239.56 258.~1 3~.e6 226.82 238.81 244.27 258.54 285.e~ 285.B8 285.e~ 285.B~ 53~.~ 53E.EE 53e.EE 53~.e~ 58e.e~ 58e.~e 58e.~ 58e.~ PAGE 38 S~RY OF ERRORS AND SPECIAL NOTES CAUTION SEON0- 25~85.~8~ PROFILE= 3 CAUTION SECNO= 25~85.~0~ PROFILE= 3 1 11/~15/87 16:55:28 CRITICAL DEPTH ASSIJFED MINIMUM SPECIFIC ENERGY PA6E 39 FLOOD INSURANCE ZONE DATA FOR GRAPEVINE CREEK FLOOD HAZARD FACTOR FOR ENTIRE REACH USIN6 SECTIONS 36 SEDTION NUMBER CL~IULATIVE DISTANCE ELEVATION DIFFERENCE BETMEEN BASE FLOOD AND 11~ 2 1~.2 1535e.es~ ~. -1.48 -.41 .89 15448.888 9~. -1.28 -.34 .74 15478.88~ 12e. -1.32 -.35 1.87 15528.888 17e. -1.37 -.38 2.33 156~.888 25~. -1.27 -.31 1.77 1561~.888 26~. -2.45 -1.46 2.52 1563~.~88 286. -2.51 -1.5~ 2.66 1564~.~8~ 296. -2.52 -1.49 2.65 1565~.~8~ 388. -2.52 -1.49 2.64 15668.888 31~. -2.48 -1.49 2.65 1568~.88~ 35~, -2.61 -1.49 2.65 15758.8~8 388. -2.65 -1.47 2.64 1648~.8~ 1138. -2.62 -1.22 2.42 17688.88~ 2258. -2.12 -.85 2.~7 17988.888 263~. -1.67 -.55 1.61 1815~.~8~ 288~. -1.69 -.55 1.6~ 1821~.~8~ 286~. -1.7~ -.54 1.58 18248.88~ 289~. -1.86 -.59 1.67 1832~.888 297~. -1.54 -.49 1.46 18458.~ 31~8. -1.53 -.48 1.39 185~.8~8 315~. -1.41 -.5~ 1.55 18514.888 3164. -.88 -.19 1.17 18515.888 3165. -.76 -.17 1.15 18565.~8~ 3215. -.98 -.26 1.25 18566.88~ 3216. -.94 -.25 1.19 18688.8e~ 325E. -1.96 -.59 1.85 18615.888 3265. -1.95 -.59 1.84 18658.~88 3388. -2.22 -.71 2.84 .1~ 3818. -1.39 -.31 1.11 .2~ 42~8. -1.66 -.4E 1.15 .3~ 465~. -1.~ -.4~ .93 28548.888 5198. -1.57 -.43 .99 · 588 5625. -1.75 -.46 1.1~ .668 6~15. -1.62 -.48 1.lB 2169~.~ 634~. -2.~3 -.53 1.~6 1.~e~ 687~. -2.3~ -.58 1.21 226~.~ 725~. -2.48 -.64 1.37 2.~ 782~. -2.~5 -.53 1.26 239~8.~8~ 855~. -2.48 -.66 1.49 3.8~ 9~15. -2.~1 -.65 1.46 4.~ 9575. -2.41 -.65 1.49 5.~8~ 972~. -2.52 -.68 1.47 24938.88~ 994~. -2.62 -.7~ 1.51 6.B~B I~)E. -Z.56 -.68 1.qB 1 11/~5/67 16:35:28 25885.~E 1~118. -2.42 -.76 1.69 25135.e~ 1~168. -2.66 -,64 1.16 37 PAGE 25185.~eE le21~. -2.62 -.65 1.15 25235.~ 1~26~. -2.62 -.64 1.17 2528~.~ 1~3~5. -2.68 -.66 1.23 25325.~ 1~$5~. -2.76 -.68 1.31 25375.~B 1~4~. -2.78 -.69 1.53 25421.~ 1~$. -2.85 -.71 1.39 25422.~8 1~7. -2.84 -.71 1.39 25542.~ 18567. -2.85 -.71 1.4~ 25543.~88 18568. -2.86 -.72 1.41 25568.~ 1~595. -2.82 -.7~ 1.36 25618.e~ 1~643. -2.81 -.7~ 1.36 25668.~ 1~693. -2.87 -.72 1.43 25714.~ 1~739. -2.91 -.73 1.46 25754.~ 1~779. -2.88 -.73 1.48 2582~.~ 1~845. -3.14 -.8~ 1.62 2617~.~ 11195. -2.74 -.74 1.53 2655E.~ 11575. -2.11 -.62 1.34 2688~.~ 119~5. -2.24 -.64 1.41 27~5~.~ 12~7~. -2.52 -.75 1.61 274~.~ 1249~. -2.69 -.68 1.61 27548.~ 1265~. -2.27 -.56 1.72 2757~.~ 1266~. -2.37 -.59 2762~.~ 1271~. -3.19 -1.~ 4.12 3~13~.~ 1522~. -1.48 -.1~ -.48 3~189.~ 15279. -1.38 -.~8 -.4~ 3819~.~ 15288. -1.29 -.84 -.62 3~2~.~ 1529~. -1.55 -.18 .8~ 382~1.E~8 15291. -1.86 -.31 1.2~ 3~25~.~ 1534~. -2.45 -.53 1.76 3131~.~ 164~. -2.5~ -.59 1.52 3148~.~ 1657~. -2.39 -.55 1.38 315~.~ 1659~. -3.77 -.g2 2.37 3175~.~ 1684~. -3.89 -.97 2.34 3274~.~ 1783~. -3.83 -.96 2.33 34~45.~ 19135. -3.58 -.93 2.28 3433~.~ 1942~. -3.43 -.91 2.24 3434~.~ 1943~. -3.4~ -.91 2.24 3487~.~ 1996~. -2.65 -.79 2.~1 3545~.~ 2~54~. -2.29 -.7~ 1.86 3557~.~ 2~66~. -2.27 -.7~ 1.86 3577~.~ 2~86~. -2.22 -.7~ 1.82 WEIGHTED AVG FOR REACH -2.46 -.69 1.71 FHF FOR THE REACH - ~25 WITH 84.4 PERCENT OF THE REACH WITHIN 1.~ FEET ZONE FOR THE REACH - A 5 1 11/1~5/87 16:41:31 PASE 38 HEC2 RELEASE DATED NOV 76 UPDATED NAY 1984 ERROR CORR - ~1,~2,~,~4,~5,~6 MODIFICATION - 58,51,52,53,54,55,56 [BM-PC-XT VERSION 39 THIS RUN EXECUTED 11/~5/87 16:41:32 APPENDIX 3 b) AS-BUILT CONDITIONS EXTENDED BASE MODEL - HEC-2 ULTIMATE DEVELOPMENT FLOWS WATER SURFACE PROFILES " VERSION OF NOVEMBER 1976 * UPDATED HAY 1984 " IBM-PC-XT VERSION ~ RUN DATE 11/I)5/87 TIRE 17:81):56 " U.S. ARRV CORPS OF ENGINEERS THE HYDROLOGIC ENGINEERING CENTER 61)9 SECOND STREET, SUITE D DAVIS, CALIFORNIA 95616 (916) 4411-211~5 (FTS) ~+48-2185 I 11/85/87 17:88:56 X X XXXXXXX XX)C(X X X X X X X X X X XXX)O(XX XXXX X X X X X X X X X X X × X)(X)O(XX XXXXX XXXXX X X X XXXXX X X XXXXXXX PA6E 1 HEC2 RELEASE DATED NOV 76 UPDATED HAY 1984 ERROR CORR - ~1,82,e3,84,~5,B6 MOOIFICATION - 5~,51,52,53.5~,55.56 IBI~-PC-XT VERSION THIS RUN EXECUTED 11/~5/87 C T1 T2 ~" 13 GRAPEVINE CREEK ( 5~782 -- GRPRULT ) Jl ICHEC~ INQ NINV IDIR STRT METRIC HVINS O WSEL FQ ! ~. 7. ~. ~. .~BBB~ .~ .~ 8. 455.53~ .~B~ J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE ! 1.~8~ .B~ -1.B~B .88~ .~B .88~ .~Bfl .~B~ .~ .~ ~RAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS ULT 2 YEAR DISCHARGE AS-BUILT MOORE ROAD BRIDGE OCT 1987 J3 VARIABLE CODES FOR SLI~qARY PRINTOUT J5 LPRNT NUMSEC :~=~"'X'REQuESTED SECTION NUMBERS~X-~.~*-w NC PROFILE SECTION G - SURVEY SEOTION 7 Xl 15358.8~8 36.8~ 1527.~ 1588.~ 12~.~ 1)~.~B 118~.B~ .~ .B~ .B~ GR 48~.9~ 1~.~ 475.~ 11~.~ 47~.5~ 12~.~ 465.8~ 1249.~ 459.1~ 1258,~ GR ~58.3~ 1271.~ 462.7~ 1295.~ 462.7~ 13~.~ ~6~.~ 1326.~ 459.7~ 1344.~ GR 459.68~ 1352.~ 459.6B~ 139~.8E8 459.5~ 1425.~B~ 459.8~E 14~7.~ 459.5~E 145~.~ SR 454.7~ 1482.E~E 455.1B~ 15~.~ 454.8~ 1527.~B~ 441.4~E 1545.B~ 441.]~ 1569.~ GR 454.6~ 1588.~8 454.7~ 16~.B~ 454.1~ 17B~.~E~ 45~.1~E 18~.~ 45~.6~ 1882.B~E GR 456.7~ 1898.B8~ 456.9~ 19~9.B~ 457.B~ 1919.~E~ 455.~E 1941.~ 455.2~ 1949.~ GR 455.5~ 2~.~ 458.2~ 21~.~ 461.5~ 22~.~ 467.7~ 2~.~ 474.~ 24~.~ BELT LINE ROAD - DOWNSTREAM SIDE PROFILE SECTION H - SURVEY SECTION 8 ~ Xl 1544~.8~ 38.~ 1125.~ 1272.~ 25.~g~ 35~.~8 9~.~ .~ .~E .~SE X3 I~.B~ .~ .~ .~ .)~ .~ .~) 458.9~E 459.~ .~E GR 48e.9~ 658.EeE 47~.5E~ 758.eE~ 463.8E8 8~7.~ 463.5~ 82g.~ 462.7~8 853.~ GR 461.~ 879.~ 459.7~ 897.~ 459.6~ 943.~E~ 459.5~ 979.~ 459.8~ 99~.~ : GR 459.7~ I~E.~E 46~.5~ 11~.~8~ 46~.5~ 1125.~E~ 457.2~8 1125.~E 454.9~ 1156.~ 1 458.8~8 441.1~B 456.2~ 46~.2~B 466.4~B 442.2~ 441.6~ 457.4~ 46~.2~ 469.1~ 459.7~ 446.4~ 46~.5~ 46~.8~ .e~e 11/~5/87 17:8E:56 GR GR GR GR GR 439.7B~ 45~.1E~ 46~,5E~ 462.5E~ .eee 454.9~ 1137.~e~ 441.1~ 1222.~88 45~.1~ 1249.~8~ 46~.2~ 14~.~ 464.6~ 18~.~ PAgE 1179.~E~ 1248. BEll i SB 1.~5~ 2.415 2.5~ .8~B 57.BBB 6.888 1846.8~ 2.373 44~.~4~ 44~.84~ X1 1547~.~ .~ .~ .~ 3~.~ 3~.~ 3~.~ .~ .~ .~ .'=' X2 .~ .~ 1.~ 459.~ 46~.5~ .~ .~ .~ .~ X3 1~.~ .~ .~ .~ .~ .~ .~E~ 458.9~ 459.~ .~ BT -2~.~ 658.B~B 488.9~ .~ 758.~ 47~.5~ .~ 8~7.~E 465.8~ .~ BT .SEE 829.ESE 46).5~ .~8E 85~.~ 462.7E~ .~1~ 879.~ 461.EEE ~ BT .~ B97.~ 459.7~ .~ 943.~8 459.6E~ .~ 979.~E 459.5E~ BT .~ 99~.~8~ 459,8~ .~ 1B~.~ 459,7~ ,~ 11~.~8 46~.5~ .e~ 8T .8~8 1125,~8~ 46~.5~ 458,9e~ 1272.~8 46e,5~ 459.~88 13~e.e~ a,.6~.58~ .~ '""= BT ,8~e 14~,~e8 46~,2~ .~ 1451,~e 46~,211e ,~e~ 15~e,eee 46~,2~e .~e~ BT ,~E~ 168~.~ 46~.8g~ ,~ 17~.~ 462.59~ .~E~ 18~.~ ~64.6~g .~ Xl 15528.~88 18.8~8 1527.888 18~6.888 58.E88 5E.EeE 5~.~8~ .~E~ .EEE .E~E GR 48E.9~E 1~.~ 475.E~ 11~.~ 47~.5~ 12~E.E~ 463.8~E 1249.~ 459.1~E 1258.E~E GR 458.3~8 1271.~ 462.7~ 1295.~ 462.7~ 13BB.~8 46~.5~ 1~26.~B 459.7~ 1344.~ GR 453.6~ 1527.~ 4~1.3~ 156~.~8 441.8~ 1585.~ 455.6~ 16~8.88~ 455.2~ 17~.~E~ GR 46~.~ 223~.~ 47~.~ 24~.~ 475.~ 26~.~ .~ .~ .~ .~ ST LOUIS & SOUTHNESTERN RAILROAD - DOI~TREAI~ SIDE PROFILE SECTION I - SURVEY SECTION 9 f,,,, Xl 156~8.888 28.888 1321.888 GE 462.788 18~B.888 462.6B~ GE 455.BB~ 1321.88B 446.4BB ! SR 442.)BB 1378.~B 442.)~B GE 456.488 145~.~8~ 461.7BB "'~ GE 464.288 188~.~8B 464.8~8 SB 1.85B 2.475 2.58B .~ 66.28~ X1 15B18.~SB .BB~ .BBB .~B~ I~.BBB ~ X2 .BBB .~B~ 1.~B 45g.48B 451.7BB X3 18.B~8 .88~ .~E~ .B~B .~BB BT -1).B~B I~BE.BSE 462.7B8 .~B 11B~.~BB Immmmr BT .BBB 145B.~8~ 461.?~8 459.4~B 15B~.BB~ BT .B~B 178~.BB~ 46).8~ .B~ 18B~.BS~ .BBB 462.6BB 462.7~B 464.28~ 1589.35B 1.95~ .~IBB .BITE 459.4BB 12B~.~ISB 1321 16B~I. BBB 1 gBE. 459.4BB 462.7BB 442.4BB 452.6BB 465.8~B 442.4~ · · BBB 459.4B~I 462. 462. 463.4Bil 464.888 1321.888 1438.~BB 442.4BE .EBB 459.4BE · BI~E .l~B8 X1 15638.8BB 24.8B~ 1115.eB~ 121B.BeB 3E.EBB 1B.BEB 2E.SBB .BBB .B~E .EBB GE 47B.B~B SR 46B.BBB GE 458.BBB 1115.~BB 442.~B~ GE 458.B~8 GE 461.768 126~.88~ 462.~B~ 147~.B~B 1 11/85/87 17:8B:56 PAGE NC .BBB .SBe .BB~ .lB8 .)B~ Xl 1564~.~88 24.~B~ llB2.~BB 12B~.BBE 18.88B OR 47B.B~B 18~.8~8 468.888 1815.8~ 466.BB~ 1825.~B~ GE 46B.B~B 1B52.B~B 458.8B~ 1B6B.B~8 456.8BE GR 45~.~8~ 1182.~8B 442.~ 1128.B~B 441.8~B 1128.~88 ¢.~ 458.BBB 12~e.eBB 462.8~8 1215.BEB 464.BBB 1225.~B8 GR 461.768 1255.eB~ 462.~88 1465.BBB 464.BB8 .BeE 441.7~ 1154.BEB 1965.8BE · 462. 452 .B88 442. 461~. · BSe .l~e 1 ~42. Bite 1B92.BSB 1155.BB~ 1245.81~ Xl 15668.888 24.BBB 1889.8B8 117~.8B~ 1B.)~ 18.8B8 18.88B .888 .888 GE 478.~8~ 1888.88B 468.~8 1818.888 466.B~B 182~.~BE 464.~B~ 1B3B.BSB 462.B~B GE 468.888 185B.~8~ 458.~8 1~58.~B 456.8~B 1B65.BB~ 454.EBE 1~75.BB~ 452.~B~ 1~82.8B~ GE 45B.8~B 1~89.~8~ 442.B~ 118S.~ 441.~ 11~7.~ 441.7~ 1133.~ ./d~2.~ 113g.~ GR 458.8B8 1178.888 452.B88 119E.E~B 464.EB~ 1288.8BB 456.8B8 121~.EB8 46~.8B~ GE 461.76B 12)5.eBe 462.~8~ 1445.888 464.EeE 1745.BE~ 466.BEB 1945.BBB .E~E NC .B7B .B7B .~58 .1B~ .)SB .~SB .AB .B88 .BS~ .BBB Xl 1568B.BBB 24.~B 1B52.BSE 1248.B8~ 2B.~BB 15.~8B 28.~8 .~ .~8 .~SB GE 47~.BB8 I~.~EB 468.EB~ 1B12.8~8 466.~B8 1B2).BS~ 464.B8~ 1B$8.~88 462.~88 1B45.~8~ GR 46~.~ 1~52.B~ 458.~ 1~6g.~ ~56.~BE 1~68.B~E 454.~ 1~75.~g 452.g~ 1~82.8B~ ~R 45~.B~ 1~88.~ 442.8~ 11~2.~ 441.858 11~4.BEg 441.7~ 115~.B~ 442.B~ 11~2.~B~ SR 45~.~ 116~.~ 452.~ 1185.~ 454.~ 122~.~ 456.~ 123~.~ 46~.~ 124~.~ ~R 461.76~ 125~.~ 462.~ 146~.~ 464.~ 175~.~ 466.~ 195~.~ .~ .~ Xl 1573~.~ 2~.~ 1~99.~ 13~7.~ 58.~ $~.~8~ 5~.B~ .B~ 6R 47~.~ 1~.~ 468.~ 1~55.~ 466.~ 1~7~.~ 464.~ 1~8~.~ ~R 46~.~ l~gg.~ 45~.~ 113~.~ 442.~ 1142.~ 441.85~ 1144.~ SR 442.~ 1172.Ee~ 45~.EE8 1192.e~8 452.e~ 121E.EeE 454.E~E 1287.Ee~ GR 46~.~e~ 13e7.~eE 461.768 1317.~8~ 462.~ 1527.EeE 464.E~E 1817.~ PROFILE SECTION J - SURVEY SECTION lB START LAND DEVELOPEMENT FILL ON LEFT OVERBN~ .BBB 441.75~ .BBB Xl 1648B.BB~ 24.BBB 1634.BBB 1722.BBB 83B.BBB 65B.BBB 75B.BBB .BBB .B~ .BBB X$ .BB~ .BBB .BBB 139B.BBB 47B.BBB 2146.BBB 47B.BBB .BBB .B~ .BBB GR 485.5BB 1BBB.BBB 48B.4BB 11BB.BBB 473.9B8 12BB.B~B 466.5BB 13BB.BBB 458.7BB 14BB.BBB C-R 456.3BB 15BB.BBB 454.9BB 16BB.BBB 457.1BB 1634.BBB 445.BBB 1665.BBB 442.7BB 1683.BBB GR 44~.8B~ 17BB.BBB 457.2BB 1722.BBB 455.9BB 1BBB.BBB 455.6BB 19BB.BBB 455.6BB 2BBB.BBB GR 463.5BB 22~B.BBB 465.BBB 2261.BBB 468.6BB 2$BB.BBB 469.2BB 2522.BBB .BBB .BBB QT 6.BBB 75BB.BBB I~5BB.BBB 11BBB.BBB 151~B.BBB 16BBB.BBB 522B.BBB .BBB X1 176BB.BBB 14.BBB 1535.BBB 161B.BBB 116B.BBB 1BBB.BBB 112B.BBB .BBB X3 .BBB .BBB .BBB 114B.BBB 47B.BBB lgBB.BBB 47B.BBB .BBB GE 48B.BBB 95B.BBB 47B.BBB 98B.BBB 46B.BBB 114B.BBB 459.BBB 141B.BBB BR 459.6BB 171B.BSB 468.8BB 182B.BB~ 461.5BB 187B.BBB 471.4BB 19BB.BBB 1 11/B5/87 17:BB:56 .BBB .BBB .BBB 459.5BB .BBB PAgE Xl 1798B.B~B 2B.BBB 14BB.B~B 159B.BBB 6~.BBB 26B.BB~ $SB.BBB Xl 18158.8~8 17.BBB 148B.BBB 155B.BBB 18B.BBB 18B.BBB 17B.BBB GR 47B.BBB 1BBB.BBB 468.BBB 1B3B.BBB 466.BBB 1B45.BBB 464.BBB ~R 446,6~ 151~,~ ~5~,~ 15~,~ ~6~,~ 155~.~ 46~.~ GR 469.7BB 1685.BB~ 47B.BBB 181B.BBB .BBB .B~B .BBB .BBB 11BB.BRB 1495. BBB 157B.BB~I 177~I .RBR .BBS .BBB 454.B~ .BBB .BBB 15B5.~B · BBB 112~.1t1~B 1495. BBB Xl 1821B.BBB 16.88~ 149B.BBB 1545.BBB 6B.~B 65.8BB 6B.~ .B~ .~ .~ X3 .BBB .BBB .BBB 1BSB.BBB 47B.BBB .BBB .B~ .BBB .BBB .BBB GR 47B.BBB 1BBB.BBB 468.BBB 1BSB.B~B 466.BBB 1B45.BBB 464.BBB 1B85.BBB 462.BBB 113B.BBB GR 46~.~BB 115B.BBB 458.BBB 124B.BBB 458.BBB 149B.BBB 45B.BBB 151B.BBB 446.8BB 1525.B~ GR 45B.BBB 1535.B~B 46B.BBB 1545.BBB 46B.BBB 16BS.BBB 46B.B~B 165B.BBB 469.85~ 168B.B~B GR 47~.4~f 17)8.fff .rd .rd Xl 1824f.df 14.fff 148f.ff4 1553.fff GR 478.fff lfd.fd 468.fef lf35.fff GR 468.fff l155.fd 46f.fff 1488.fd GR 468.fff 1553.fd 46f.df 1618.rd X1 1832f.fff 14.fff 151f.fff 158f.fd X3 .df .fid .df 1f52.fff GR 478.fff 188f.fff 468.fff 1f48.f88 GR 468.ff4 1195.fff 46f.4ff 1458.fff GE 45f.888 156f.fff 46f.fff 1588.88f Xl 1845f.fff 17.fff 1465.fd 15)f.fff X3 .df .fff .rd 1865.fd 6R 47f.fff lfff.f88 468.fd lf55.ff8 GR 468.fd 124f.88f 46f.fd 1385.df GR 45f.ff8 151f.fff 46f.fff 153f.d8 BR 468.fff 177f.ff4 47f.df 178f.fff .ff4 469.9ff 466.fd 168f.df 167f.df 1465.fd 464.df 446.9f8 45f.de 45f.df 464.fd .flea 153f.fd 17d.fd .ed 1185.fd 1535.d8 148f.df .888 462.df 447.188 462.df 447.5d 466.fd 154f.df · fd 1158.df 1542.df .df 149f.fd PROFILE SECTION K - SURVEY SECTION 11 END LAND OEVELDPERENT FILL ON LEFT OVERBN~ X3 .fff .fff .rd 4553.fd 47f.fd .Sd SR 487.248 4858.488 ~84.548 4184.484 482.3ff 4158.fd GR 474.34f 43el.df 472.4f4 4354.448 478.88f zl~f.d8 GR 465.148 455f.484 464.3ff 46ff.4~4 463.784 4654.444 GR 462.388 48ff.fff 462.3ff ~85f.fff 461.644 4948.844 GR 462.8d 493f.fff 458.5f8 4946.fff 454.54f 496f.4f8 GR 448.5ff 4998.88f 451.5ff 5fd.fff 459.58f 5f28.df GR 462.488 51f8.888 462.$ff 5158.f4f 465.8ff 524f.df 1 11/f5/87 17:8f:56 47g.3~f 469.3d 463.244 461.6d 468.5d .df 42d.fd 4458.8d 4748.444 4914.fd 4974.fd 5f25.fd 476.7d 467.9f~1 452.2f8 461.8fl 447.6d 461.5fl 472.8f8 425f.fd 45d.fd 4758.448 4983.df 528f.d8 PAGE GR 472.9ff 52ge.elf 47f.6d 5298.fd 475.124 535f.fd 475.9f4 5384.df 479.58f 5448.df NC .df .fff .f28 .)d .5d .rd .df .d4 .rd Xl 18514.df 34.fff 1513.df 1684.7d 14.rd 14.df 14.df .df .rd GE 476.98f 1df.df 472.9d 18f7.fd 472.5d 1f57.4d 471.1ff 11f7.df 47f.gd 1157.4d GR 47f.6d 1183.484 47f.5d 1255.fd 465.3d 1255.444 463.3ff 1258.eel 47f.6d 1258.8d GR 47~.88~ 14~7.88~ 472.2~E 1457.~8 472.5~ 1501.~88 472.34~ 1513.~ 467.~98 1513.e~l~ GR 458.914 1548.?f4 458.564 1558.444 455.814 1565.65f 454.864 1568.15f 448.68f 1584.45f GR 449.1ff 1596.95f 449.44f 161f.fd 455.98f 1625.554 457.16f 1628.45f 458.15f 1638.15f ~R ~59.5~ 1852.3~ 489.~8E 188fl.7~ 473.85~ 1GBfl.7~fl 473.8fl~ 1698.~ ~73.69g 1757J~ GR 473.5ff 18f7.df 473.6d 1857.fd 473.6d 1898.fd 473.3ff lefT.d4 .rd PROFILE SECTION L - SURVEY SECTION 12 AS-BUILT 8RID~E -- DATA UPDATE ON OCT. 1987 MOORE ROAD - DOkI~TREAM SIDE Xl 18515.888 ~ BT -21.888 8T .888 BT .888 BT .888 8T .888 ~ GR 476.988 GR 478.688 GR 478.888 ~ GR 458.918 GE 454.868 GR 469.768 ~ GR 468.488 GR 473.608 38.888 1513.088 1688.788 1.888 1.888 1.888 .888 .888 .888 1888.888 476.988 .888 1887.888 472.988 .888 1857.888 472.588 .888 1187.888 471.188 .888 1157.888 478.988 .888 1183.888 478.688 .888 1255.888 478.588 467.388 1258.888 478.688 467.388 1487.888 478.888 .888 1457.888 472.288 .888 1581.888 472.588 .888 1513.888 472.548 468.548 1565.658 473.328 469.328 1625.558 473.768 469.768 1688.788 473.658 489.658 1698.888 473.888 .888 1757.888 473.888 .888 1887.888 473.588 .888 1857.888 473.688 .888 1898.888 475.688 .888 1987.888 473.388 .888 1888.888 472.988 1887.888 472.588 1857.888 471.188 1187.888 478.988 1157.888 1183.888 478.588 1255.888 463.388 1255.888 465.588 1258.888 478.688 1258.888 1487.888 472.288 1457.888 472.588 1581.888 472.34~ 1513.888 467.898 1513.888 1548.788 458.568 1558.488 455.818 1565.658 469.328 1565.658 469.328 1568.158 1568.158 448.688 1584.458 449.188 1596.958 449.848 1618.888 455.988 1625.558 1625.558 469.768 1628.858 457.168 1628.858 458.158 1658.158 458.588 1652.388 1688.788 473.658 1688.788 473.888 1698.888 473.888 1757.888 473.588 1887.888 1857.888 473.688 1898.888 473.388 1987.888 .888 .888 .888 .888 f MOORE ROAD - UPSTREAH SIDE Xl 18565.888 38.888 1513.888 1679.658 58.888 58.888 58.888 .888 .888 .888 ~ 8T -21.888 1888.888 476.988 .888 1887.888 472.988 .888 1~57.888 472.588 .888 8T .888 1187.888 471.188 .888 1157.888 478.988 .888 1183.888 478.688 .888 BT .888 1457.888 472.288 .888 1581.888 472.588 .8~ 1513.888 472.668 468.668 i BT .888 1555.288 475.388 469.388 1624.928 473.848 469.848 1679.658 473.328 469.328 BT .888 1698.888 473.888 .888 1757.888 473.888 .888 1887.888 473.588 .888 BT .888 1857.888 473.688 .888 1898.888 475.688 .81~ 1987.888 473.388 .888 ~ GR 476.988 1888.888 472.988 1887.888 472.588 1857.888 471.188 1187.888 478.988 1157.888 GE 478.688 1183.888 478.588 1255.888 463.388 1255.888 463.388 1258.888 478.688 1258.888 GR 478.888 1487.888 472.288 1457.888 472.588 1581.888 472.668 1513.888 467.398 1515.888 ,.. GR 458.7~ 154~.15~ 458.47~ 1557.95~ 455.6~ 1565.2~E 469.38~ 1565.2~ 469.~ 1567.78~ ; GE 454.61~ 1567.7~B ~8.498 1583.15~ ~9.18~ 1595.65~ 448.69~ 161~.4~E 455.94~ 1624.92~ GR 469.84~ 1624.92~ 469.84~ 1627.42~ 457.19~ 1627.42~ 458.2~ 1629.58~ 458.57~ 1651.3~ ~ 468.15~ 1679.658 47~.~2~ 1679.65~ 473.8~8 1698.~ 47~.8~ 1757.B~ 478.5~E 18~7.~ ~ GE ~73.6~ 1857.~E 47~.68~ 1898.~ 473.3~ 19~7.~ .~E .~ .B~ .~B 1 11/~5/87 17:~E:56 PA~ Xl 18568.888 33.888 1548.158 1851.388 1.888 1.8~ 1.888 .8~ GR 476.988 1888.888 472.988 1887.888 472.588 1857.888 471.188 1187.888 GR 478.688 1183.888 478.588 1255.888 463.388 1255.88~ 463.388 1258.888 GE 478.888 1487.888 472.288 1457.888 472.588 1581.888 472.668 1513.8~ GE 458.738 1548.158 458.478 1557.958 455.688 1565.288 454.618 1567.788 6R 449.1~E 1595.65~ 448.698 1618.48~ 455.94~ 1624.928 457.19~ 1627.428 GE 458.578 1651.388 ~68.158 1679.658 473.328 1679.658 473.888 1698.888 GE 473.588 1887.888 473.688 1857.888 476.688 1898.888 .8~8 .888 478.388 467.598 448.498 458.248 473.888 1157.888 1258.888 1513,~8 1583,158 1629.5~ 1757.888 · 888 Xl 18688.888 19.888 1358.888 1588.888 34.888 54.888 34.888 .888 .888 GR 476.388 1888.888 478.588 1858.888 464.588 1188.888 462.888 1158.888 462.888 GR 461.488 1258.888 468.588 1388.888 459.788 1558.888 458.388 1398.888 447.788 GR 447.4~ 1428.~ 457.6~ 1444.~B 461.~ 15B~.~ 462.7~B 155B.~B 454.B~ 16~.B8~ 6R 466.5~ 165~.~ 469.5~ 1695.~ 473.4~ 1741.~ 473.5~ 175~.~ .~ .~ Xl 18615.~ lg.8Z8 135~.888 15~8.~8 15.~88 15.~8~ 15.~ .~ GR 476.$~ 1~.~ 47~.58~ 1~5~.~ 464.5~ 11~.~ 482.~ 115~.~ GR 461.4~E 125~.e~ 46E.5~ 13E~.eEB 459.7eE 135~.EB~ 458.3EE GR 447.4~ 1428.~ 457.6~ 1444.~ 461.~ 15~.~ 462.7~ 155~.~ GR 466.5~ 1658.~ 469.3BB 1695.~ 475.4~ 1741.~B 47~.5~B 175~.B~ Xl 1865~.~e~ ~2.~ 18~5.e~ 1868.~E $5.~BB 35.~8E 35.~ GR 482.6E~ 11~.~ 478.3~ 12~E.~e~ 469.2~ 13~.~ 465.2~ GR ~67.3~ 1384.E~ 466.8~ 14~.~ 466.5~ 1416.~ 463.4~ GR 462.3e~ 16e~.~e~ 461.6~ 17~.B8~ 462.4B~ 18~5.~ 447.5~ SR 448.1Be 1853.e~ 462.8~ 1858.~ 462.$~ 19E~.~EB 463.1~ GR 472.3~e 2133.~e~ 473.2~ 21~4.~ 472.7~E 214E.~ 47~.7~ GR 476.4B~ 22BB.~88 477.~B 225B.~ 478.2~ 2263.B~ 478.6B~ SR 475.2~ 2321.~ 478.~ 2349.~ .~ .~ .~B~ SECTION ADDED BY NDH ENGINEERS FROH COPPELL TOPO 1~/2~/87 .~e~ 1572.~B 1434.~B 183B.~B~ 2~.~ 2157.~8 2284.~ .eBe 462.~E~ 447.7~ 464.~ .~e .7~ 463.3~B 463.6~ 446.88B 467.3~B 475.6~ 477.7~ Xl .1~8 2~.~ 455.~E 56E.~E 33~.~d 275.~E~ 51~.~E~ .~EE .~E .~ GE 478.~ .~ 476.~ I~.~E 474.~ 25.~ 472.~ 35.~E~ 47~.~ 65.~ GR 468.~88 8B.~E~ 466.E~ 18~.~ 464.~ 12~.~ 464.~ 465.8~ 46~.~ GR 45~.~ 5~.~ 449.~E 51~.~ 449.~ 52~.~ 45~.~ 53~.~ 46~.~ 55~.~ GE 462.B~ 56~.~ 464.~E 525.~ 466.~ 655.~ 47~.~ 695.~ 471.~ 715.~ SECTION ADDED BY NOH ENGINEERS FROH COPPELL TOPO 86/27/87 Xl .2~ 2e.~e 318.e~ 385.eE~ 29~.~e~ 265.~ 39~.~eB .B~ .~ .E~E ~ 478.~ .~ 476.~ 35.~ 474.~ 5~.~8~ 472.~ 8~.~ 47~.~ 1~5.~ ~R 468.~ 145.~ 466.~ 24~.~ 464.~ 31~.~ 46~.~ $?J.~ 45~.2~ 33~.~ GR 45~.2~ 34~.~ 46~.~ 355.~8~ 462.~ 365.~ 464.~ 385.~ 466.~ 725.~ GR 468.e~e ?6E.EeE 4?e.~Ee 78E.E~E 472.~EE 785.~E~ 474.~E~ 8E2.~E~ 4?5.EEE 81~.~E~ 1 11/e5/87 17:~56 PAGE SECT[ON ADDED 8¥ NI~ ENG[NEERS FROH COPPELL TOPO le/23/87 Xl .$B~ 16.~ 315.BEE 372.~8~ 41~.~B 28~.B~ 458.~8~ .BB~ .B~ .E~E SR 476.~B .~ 474.B8~ 1~.~B8 472.B~ 35.B~B 47~.E~ff 5~.B~B 468.E~ le~.~e~ GR 466.~ 185.~ 46~.~ $15.~ 46~.~ 33~.~ 451.B~ 34~.~ 451.e~ 35~.~ GR 46~.~ 362.~ 464.~ 372.~ 464.~ 475.~ 468.~ 61~.~ 47~.~ 622,~ GR 476.~ 645.~ .~ .~B~ .~ .~B~ .~ .~ .B~ .~ PROFILE SECTION H - SURVEY SECTIi:N 13 SECTION RODIFIED BY NDH ENGINEERS BASED ON COPPELL TOPO ~6/27/B7 X1 2~548.~e~ 19.e~e 1497.~ee 159e.e~e 37e.ee~ 35e.ee~ 54e.eee .eee GR 48~.eee le2e.ee~ 478.eee le52.eee 476.eee le74.eee 474.ee~ 11~l.eee GR 47~.eee 116e.eee 468.eee 1192.eee 466.eee 123~.eee 466.eee 1385.eec GR 46e.eee 1515.eee 452.8ee 1529.e~e 452.6e~ 1552.ee~ 46e.eee 1575.eee OT 6.eee 75ee.e~e le5ee.e~e 118~e.e~ 151ee.e~e 161ee.~e~ 513e.~ee SECTION ADDED BY NDM ENGINEERS FROH COPPELL TOPO ~6/27/87 1134.e~e Xl .5ee 19.eee 45e.eee 582.e~e 315.e~ 415.~ee 435.eee .e~e .eee .eee GR 484.~ .e~e 482.ee~ 25.eee 48e.eE~ 55.~e8 ~78.eee 8E.eee 476.eec l~2.eee GR 454.eee 475.e~e 454.~ee 4g~.eee 46e.eee 524.eee 47e.eee 5B2.eee 472.eee 6~e.e~e 14e.eee 435. eee · ~lee SECTION ADDED BY NON ENGINEERS FROH COPPELL TOPO 11~/23/87 Xl .6~e 12.eee 37e.eee 455.eee 38e.eee 36E.eee 39e.eee GR 48e.e~e .eee 474.eee 6e.eee 472.eee l~5.eee 47e.eee GR 46e.e~e 395.eee 455.eee 4es.ee~ 455.~e~ 415.~ee 46e.ese BY AEI ENGINEERS FROH COPPELL TOPO e3/e3/87 SECTION ADDED X1 2169~.8e~ 19.eee 119e.eee 1255.e8e 1se.ese 3e~.sg~ 325.eee .eee GR 482.eee l~e.e~e 48e.ese lg2e.e~g 478.e~e 1e55.eee 476.e~e l~8~.~ee GE 456.~ee 122e.eee 46e.eee 125e.eee ~7e.ee~ 1255.e~e 472.eee 1395.eee GR 476.eee 153e.ee~ 478.e~e 1555.eee 48e.eee 158e.eee 482.eee 161e.~ee .eBB 47e. e~le 47e. eee · e~e 474.~ NC .e8e .e8e .e45 .eee .eee .~ee .eee QT 6.eee 75ee.eee 185ee.eee 118ee.eEe 151ee.eee 16eee.eeE 513e.eee 1 11/~5/87 17:~:56 1495.~e PAGE SECTION ADDED BY Nfl4 ENGINEERS FROH COPPELL TOPO e6/27/87 Xl 1.e~e 19.8e~ 76.eee 146.~e~ 51e.eee 5eg.eee 53e.eee .ee~ .eee BR ~8~.e~e .e~e 478.~ee 9.eee 476.~ee 12.eee 474.e~e 22.eee 472.e~e 65.e~e SR 47~.~e 76.~ 46~.~ 83.B~ ~58.~ 9~.~ 457.3~ 93.~ 458.~ 96.~ ~ 4$e.eee 112.eee 47e.eee 146.eee 472.eeg 178.eee 474.eee 284.ege 476.e~e 322.~ QT B.~ee 75ee.~ee leSee.eee 118ee.eee 151ee.eee 16~ee.eee 513~.e~e PROFILE SECTION N - SURVEY SECTION 14 Xl 226ee.eee 16.eee 1397.eee 1447.e~e 37e.~ee 35~.~e8 38e.ee8 .eee .~8e .~eE GR 473.ee~ 1397.eee 458.6ee 1412.eee 459.eee 1425.eee 461.5ee 1435.~e 474.7ee 1447.gee SECTION ADDED BY NOH ENGINEERS FRON COPPELL TOPO ~6/27/B7 SECTION ADDED BY AEI ENGINEERS FROH COPPELL TOPO e3/~3/87 X1 2598~.B~ 12.~Ee 1215.~ 1385.8~8 75E.eeE 59B.~ 738.~E~ .BEe .eE~ GR 488.~ 1~.~ 482.~ 1825.~ ~8~.8~ 1~75.~8~ ~78.~ 1215.~ ~7~.~ GR q63.~8~ 1345.~8~ ~6).~Ee 1~55.~ ~78.eEe 1~78.~8~ ~8e.~M 1~85.~e ~86.EeE GE 488.8~8 1485.888 49~.~ 144~.~8B .~ .~8 .8~E .~8 .~ SECTION ADDED BY NDM ENGINEERS FRO',I COPPELL TOPO ~6/27/87 Xl 3.~8 19.E~ 146.8e8 271.~ $18.8~ ~5E.eSE 465.~ .E~E .E~E .8EE GE 489.~ .~E 488.~ 4.~ 486.~8~ 14.~E~ ~84.~E 42.E~E 482.8~ 62.~ GR 48~.~ 12~.~ 475.~ 146.~ 478.~ 172.~8 464.3~ 181.~ 464.3E~ 196.~ GR 47~.~ 215.~8 ~75.~ 271.8~8 ~8~.~ 326.~ 482.~ 347.~ 484.~ 37~.~ GR 486.~ 391.~E~ ~88.~eE 418.~E~ 498.~E 462.E~E 492.~ 49~.E~E .E~E .E~ SECTION ADDED BY NDM ENGINEERS FROH COPPELL TOPO B6/27/87 11/~5/87 17:E~=56 PAGE Xl ~.SEe lg.Ee~ 198.~ 315.~8 35~.8~8 5~.8~8 56~.~E .E~E .~E .~8 GR 491.~ .~e~ 49~.~ 32.~ 488.~ 48.~ ~86.~ 75.~ 484.~ 125.~ GR 482.~ 168.~ 48~.~ 19~.~ 47~.~ 218.~8 465.7~ 22B.~ 465.7~8 24~.~ GE 47~.~ 255.~ 48~.~ 315.~ 482.~ 325.~ 484.~ 45~.~ 486.~ 525.~ 6R 488.~ 55~.~ 49E.~ 586.~8~ 492.E~E 655.~8~ 494.~E~ 665.~E~ .~ .~ 86/27/87 SECTION ADOED BY NDH ENOINEERS FROH COPPELL TOPO ×1 S.~E~ 18.EEE 98.~E~ 2~9.E~E 13~.~EE 1;8.~E~ 1~5.~E .~M .~EE .~E~ GR 482.ese 82.~eB 4Be.~E 98.e8~ 47~.~e 113.ee8 468.8e8 153.~e~ 465.9E~ 148.~ GE 49~.~B 1~.~ ~92.B88 1~25.88~ ~9~.~E 113~.~8 ~88.~ 11~E.~8 ~86.~ 1158.E~E GE ~84.~d 116d.d~d 462.ddd 118d.ddd 46d.ddd 12dd.ddd 472.ddd 1312.ddd 47d.ddd l$4d.ddd GE 466.4dd 1355.ddd 466.4d~ 1565.ddd 47d.ddd 1375.ddd 48d.dSd 139d.ddd 484.888 141d.Sdd GE 486.8~8 1446.dSd 488.88d 1498.ddd 49d.ddd 1538.8dd 492.ddd 158d.dSd 494.ddd 162d.ddd SECTION ADDED BY NDM ENGINEERS FROM COPPELL TOPO 18/27/87 Xl 6.ddd 15.88d 184.ddd 263.dd8 5d.ddd 95.ddd 9d.ddd .ddd .ddd .Sdd GE 491.88d .ddd 498.ddd 35.ddd 464.8~d 65.dSd 482.dSd 9d.ddd 46~.dd8 17d.ddd GE 476.8d8 184.dSd 47d.ddd 285.dSd 466.8dd 215.ddd 466.8dd 225.ddd 47d.ddd 245.ddd GE 476.8~8 263.d~d 48d.dSd 275.ddd 466.d88 325.ddd 488.ddd 375.ddd 49d.ddd 43d.d~d Xl 25885.dSd 16.8dd 1537.ddd 1627.888 46.ddd 85.ddd 8d. Sdd .ddd .dd~ .dd8 GE 49d.dSd 1417.d~ 468.dSd 1425.8dd 466.8dd 1437.ddd 464.ddd 1445.ddd 463.ddd 15dd.ddd GE 48d. Td~ 1557.88d 472.ddd 156d.ddd 467.3dd 1564.ded 467.18d 1572.ddd 467.2~d 1585.ddd GE 478.48d 1593.ddd 462.5dd 1827.ddd 462.4dd 1641.ddd 466.ddd 175d.ddd 468.d~d 178d.dSd Xl 25135.888 18.ddd 1534.ddd 1623.ddd 4d.ddd 68.ddd 58.8dd .ddE GE 492.~dd 1~25.ddd ~9d.dSd 1417.ddd 488.dSd 1427.~8d 486.ddd 1437.ddd GR 481,88d 158d.ddd 461.4d8 1534.dSd 473.5dd 1556.dSd 467.188 1559.ddd GE 467.1d8 1584.dSd 478.5dd 1593.ddd 478.488 16~8.ddd 464.2dd 1623.888 GE 486,888 1765.8dd 468,ddd 18dS.dd8 49d,ddd 1845,dSd ,ddd ,d~ START CHAPEL IMPROVEMENT FOR DENTON TAP ROAD BRIDGE REPLACEMENT PRO,3 Xl 25185.8d8 22.ddd GE 494.d88 91d.ddd 6R 461.ddd 1196.ddd GE 49d.ddd 1324.ddd 1 11/85/87 17:88:56 I d3d. dd~l 112d.ddd 1176.1tdd 12d8.ddd · ddd 486. ddd 467.7dd 465.11dd .~l~d · ddd 1d38.ddE 1135.8dd 1186.dMt 13dg.ddd PAGE 18 X1 25235.ddd 6R 494.ddd GR 484.dSd GR 467.9~ GR 482.~8~ GR ~94.ddd Xl 25288.~e8 GR 494.ddd GR 464.ddd GR 475.ddd Xl 25325.8dd GE 494.Sdd 11e6.3~8 469.dE~ 1145.~dd 475.dd~ 1156.dEd 48d.~8 1166.ddd 481.ddd 117d.ddd 1184.~d 483.~dd 1186.d8~ 484.d8~ 1188.~dd 485.dd~ 1251.ddd 46d.ddd 1265.dd~ 1275.dd~ .8~d .8~d .ddd .ddd .dd~ .dd~ .d~d .d~d ld GR 475.e~i) 1~42.~ee 47~.~ei) li)5e.8~ 467.8i)e 1~55.28~ ~67.98i) 187e.i)i)e 467.3ee li)79.6~e GR 468.5ee 1~86.8~e 469.e~e 1129.i)~i) 47~.i)ee 1131.ei)i) 475.i)~i) 11~e.eee ~se.ei)e 11~9.ei)i) 6R 481.~e~ 1152.i)~e 482.i)~ 1168.i)~ 48~.~e 1173.~i)e 485.i)i)e 1188.i)~ 49i).i)Ei) 12i)1.i)i)i) 6R 494.~0i) 1212.i)~i) .e~i) .i)~i) .~ee .~i)~ .el)i) .i)i)i) .ei)e .i)~i) Xl 25175.8e8 19.i)ei) l~i)e.i)i)i) 1182.ei)e 5e.i)Si) 5~.i)ee GR 494.ei)e 88e.e~i) 491.3ei) l~.eei) 487.i)ei) li)17.~i) GR 475.~ei) 1838.e8i) 47i).i)~i) li)47.8~e 468.i)ei) li)Si).i)~ GR 469.i)~ 1125.i)i)e 47e.i)i)e 1127.i)ei) 475.e~i) 1136.i)i)i) 467.9ee 1121 l148.ei)i) Xl 25421.e8i) 11.el)i) 11i)e.ei)e 13e5.eee 84.ei)e le.ei)i) 46.i)i)i) .ei)e .i)~i) .ei)e GE 495.i)~i) l~i)i).i)ee 495.i)i)e 11ee.i)i)~ 489.4~e 11e~.i)ee 468.5i)i) 1147.i)ee 468.eei) 119~.~i)e GE 468.5~e 1235.i)ee 481.62e 1263.i)i)e 482.ei)e 1282.eei) 491.75i) 13i)5.i)i)e 495.i)i)e 13~5.i)i)e GR 495.i)ee 14i)i).i)i)e .i)i)i) .i)i)i) .ei)e .el)i) .i)i)e .i)ei) .~i) .ei)e 1 .i)i)i) 49e. 57~1 .~i~1 468.5el) 468. ei)~l 481.62i) PROPOSED DENTON TAP ROAD BRIDGE - DO~TREAJl SIDE 468.3~i) 468.5ei) Xl 25422.e~i) 18.i)i)i) lli)e.i)i)i) 13e5.i)i)e 1.i)i)i) 1.el)i) ET -4.el)i) 11i)e.i)i)i) 495.i)ee 49i).338 117i).i)ee 495.i)i)i) 8T .eel) 13i)5.i)i)i) 495.ei)i) 491.75e .eel) .i)i)i) GR 495.i)ei) l~ee.ei)e 495.eee 11i)e.i)i)~ 489.43i) 11i)i).i)ee GR 49e.57i) 1167.5i)i) 49e.57i) 117e.ei)~ 468.2i)i) ll7i).i)i)i) GR 49e.47~ 1235.eei) ~9e.47e 1237.5i)e 469.75e 1237.5i)i) GR 491,75~ 13~5.i)i)i) 495.eee 13e5,i)i)e 495.i)ei) 14i)i).ei)i) 491t.47~i 1167. 1235. 1282.1111e .eiti) PROPOSED DENTON TAP ROAD BRID6E - UPSTREAM SID~ Xl 25542.ei)~ 18.i)i)i) 118~.i)i)i) 13i)5.i)i)i) 12i).i)i)i) 12i).i)i)i) BT -4.~i)~ llee.e~i) 495.i)i)i) 49i).i)3e 117e.i)~e 495.i)ee BT .~i)e 13~5.~e 495.i)ei) 491.75e .i)ei) .i)ee GR 495.i)i)e l~ee.i)i)i) 495.i)~e 11ee.ee~ 489.4ei) ll~i).i)i)i) GR 49~.328 1167.5i)e 49i).32e 117~.ei)i) 468.9~E 117e.e~i) GR 491.75e 13i)5.i)i)~ 495.i)i)~ 13eS.i)i)i) 495.ei)e 14i)i).i)eE 1 11/~5/87 17:i)i)=56 49e.32e 468.7~ 481.62e 1235. .ei)e 1147.ei)e 119i). i~ei) 1263. · 469.2~e · 49e.57i) 1167. 1235· PAGE 11 Xl 25543.i)~ ll.i)i)e lli)i).i)i)i) l$i)5.i)i)i) 1.i)ee 1.i)~i) 1.eel) .i)i)e .~e GR 495.8e8 1~.~i)~ 495.e~ 11i)~.~ 489.4ee 11~1.e~ 469.2~ 1147.~e~ 468.7~e GR 469.2~i) 12~5.i)i)e 481.62e 1263.~i)e 482.ei)~ 1282.i)ee 491.75i) 13es.i)ee 495.i)1~ GR 495.~ 14ee.ei)i) .i)e~ .eee .i)~e .el)i) .i)e~ .i)ei) .i)ei) Xl 25568.i)i)i) 18.i)e~ li)2e.i)ee 1155.e8i) 5.eel) 75.ei)~ 25Je~ .~i)~ .~ GR 495.8~ li)ee.ei)i) 49i).i)i)i) 181i).eeE 485.i)eE li)2e.i)i)e 48~.~e~ 183~.~i)~ 475.~E GR 47e.~e li)5i).i)i)i) 468.9i)e le7i).i)i)i) 469.i)ei) le76.i)~i) 469.ei)e 1~83.i)ee 47e.i)i)i) 1119.~ GR 475.i)i)i) 1128.ei)~ 48i).i)i)i) 1136.ei)i) 481.Bee 1138.i)ei) 482.i)i)i) 1149.~Ei) 485.i)i)i) GR 486.i)i)i) 1158.ei)i) 49e.i)ei) 12ee.~i)i) 492.eee 131i).i)i)i) .i)ee .del) .e~i) 11 Xl 25618.~88 18.~B8 1822.888 1151.88~ 28.8E8 5~.888 5E.88E .~8~ .88~ SE 495.~Z~ lZ88.~8 498.88~ 1~12.88~ 485.8E8 1~22.888 48~.~8E 1~2.88~ 475.~ 1842.88E SR 478.~Z8 1852.~88 469.58~ 1~6~.~8~ 47~.888 1117.~8~ 475.~8~ 1126.~8E 48E.88E 6R 481.~ 1136.~8~ 482.8~ 1144.~ 485.~8~ 1151.~ 486.E~ 1154.~8E 49E.ESE 1225.B~ Xl 25668.eE~ 27.8~E 1e34.ES8 1185.~8~ 55.888 58.888 5~.~8E .~ .EEE GR 495.eE~ l~E.~eE 49~.~B 1~22.~E 485.~E~ I~3E.E8E 485.E~E 1E34.EEE 484.E~E 1E39.E~E GR 483.~ 1~5E.~OE 482.e~ 1~6~.~ 481.~E~ 1~66.~e~ 48E.E~E 1~71.~B 479.E~ 1E75.E~ SR 478.~ 1~78.~ 477.~ 1~8~.~ 476.~ 1~82.~8B 475.~ 1~84.~ 47E.B~ 1~94.~ GR 469.1~ 1~96.~ 469.4~ 11~4.~B~ 469.1~ 1114.~ 47~.B~ 1154.~B 475.B~B 1162.~ GR 48~.~ 117B.~ 481.~B~ 1172.~8~ 482.~B~ 1177.~8~ 485.~ 1185.~B 486.~ 1188.B~B SR 4g~.~ 127B.~ 492.~ 1295.~ .~B~ .~ .~ .~ .~ .~ NC X1 GE GR GR SR 1 2582~.~8~ .~ 498.4~8 469.3~8 48~.~ 4g~.8~ 11/~5/87 PA6E 12 12 PROFILE SECTION g - SURVEY SECTION 17 CHANNEL IMPROVEMENT Xl 2688e. BeE 23.eE~ 175E.~e~ 1826.~B X3 .~GE .eEe .EEE .eeE GE 5~8.1~ 1~.~ 5~8.4~ 11~.~ GE 5~8.6~8 15B~.~B~ 5~7.4~ 15~B.~ GR 495.58~ 17~.~B~ 484.8~ 175~.~8~ GR 486.7~ 1826.~ 49~.5~ 19~.~ GR 497.2~ 25~.~ 5~.2B~ 24~1~.~ NC .B65 .~7~ .B45 .~B~ QT 6.B~ 67~B.8~8 948B.~ 1~5B~.~ X1 27~5~.~ 12.~8 1~25.~ 1~78.~ X5 .~ .~ .~ ~ 493.3~ 1~.~ 487.~ 1~23.~ GR 486.9~E 1~78.8~ 487.3B~ 11E4.~8 GR 493.~ 1354.~ 494.5~ 1464.~ PROFILE SECTION R - SURVEY SECTION 17A END OF CHANNEL IMPROVEMENT FOR DNTON ! 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B. J2 NPROF IPLOT PRFVS XSECV XSECH FN 15.1)1)1) GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS ULT 11)1) YEAR DISCHARGE AS-BUILT MOORE ROAD BRIDGE 1 11/~)5/87 17:1)1):56 OCT 1987 HVINS q WSEL FQ .1) 1). 459.211) .1)1)1) ALLDC IBW CHNIM ITRAGE THIS R~ EXECUTED 11/1)5/87 17:1)3:~2 PAGE 18 HEC2 RELEASE DATED NOV 76 UPDATED PLAY 1964 ERROR CORR - MODIFICATION - 51),51,52,5),54,55,56 IBM-PC-XT VERSION THIS RUN EXECUTED 11/1)5/87 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUItMARY OF ERRORS LIST GRAPEVINE CREEK SUt~IARY PRINTOUT TABLE 151) 17:1)4:1)7 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG IlIKMS VCH AREA 1535~.~1)~ .1)~ .~ .1)~ 441.31) 517~.1)~ 455.53 .1)~ 456.16 29.62 6.93 1159.43 1535~.1)1)1) .1)~ .1)~ .1)1) ~1.31) 1611)1).1)~ 459.21 .1)~ 459.94 34.76 9.24 3279.48 15441).1)1)~ 91).1)~ .de .1)1) 439.71) 5171).1)1) 456.24 .1)e 456.41 5.57 3.36 1538.81 15441).~1)~ 91).1)B .~ .1)1) 439.71) 1611)1).1)1) 459.51 .~g 461).51) 24.24 7.96 21)16.84 15471).~1)1) 31).81) 461).51) 459.~1) 439.71) 5171).1)~ 456.25 .1)1) 456.43 5.56 3.36 1541).61 17 .1)1K 949.95 273E.8~ 2189.66 3271).17 2193.1)9 15478.888 15528.888 15528.888 15688.888 15688.888 15618.888 15618.888 15638.888 15638.888 15648.888 15648.888 15658.888 15658.888 15668.888 15688.888 15688.888 468.58 58.88 58.88 88.88 .88 .88 459.88 439.78 16188.88 461.78 459.48 461.78 459.48 468.78 441.38 5178.88 456.11 441.38 16188.88 461.27 441.68 5178.88 456.61 441.68 16188.88 461.88 441.68 5178.88 456.63 441.68 16188.88 463.83 441.78 5178.88 456.64 441.78 16188.88 463.34 441.78 5178.88 456.67 441.78 16188.88 463.38 441.78 5178.88 456.68 441.78 16188.88 463,39 441.78 5178.88 456.63 441.78 16188.88 463.26 441.73 5178.88 456.73 441.73 16188.88 463.68 461.51 456.66 461,78 456,86 462.22 456.88 463.91 456.91 464.88 456.91 464.82 456.92 456.96 464.18 456.99 464.16 11/85/87 17:88:56 SECN0 XLCH 15738.888 15738.888 16488.888 16488.888 758,88 17688.888 1128.88 17688,888 1128,88 17988,888 388,88 17988.888 18158.888 178.88 18158.888 178.88 18218.888 68.88 18218.888 18248.888 18248.888 18328.888 18328.888 ELLC 18.22 21.82 15.98 8.84 27.46 8.78 18.25 7.71 12.32 7.12 11.68 7.11 11.64 9.69 15.95 13.22 13.98 EI.~IN Q Ct, EEL CRIWS E6 18K,~ 457.86 464.23 .88 441.75 5178.88 456.88 441.75 16188.88 463.75 458.87 464.79 442.78 5288.88 457.81 442.78 16388.88 464.67 468.28 465.61 459.48 465.38 468.88 466.83 446.18 5228.88 468.74 446.18 16888.88 465.84 461.17 466.22 446.68 5228.88 468.83 446.68 16888.88 465.93 14.96 12.61 446.88 5228.88 468.92 446.88 16888.88 466.81 12.41 4.56 446.98 5228.88 446.98 16888.88 28.14 12.81 18 18.19 7.61 18.72 12.87 461.52 26.58 466.31 15.44 468.29 458.24 461.78 98.84 465.92 .88 466.43 25.58 447.18 5228.88 461.74 447.18 16888.88 466.19 462.24 466.62 27.17 28.22 7.25 2485.89 3771.94 6.88 1825.52 1127.53 6.96 4664,66 4837.57 3.98 1299.79 1739.35 8.58 1875.74 3872.45 3.97 1382.36 1744.75 7.53 2263.72 3769.21 4.24 1376.73 1662.14 7.21 3158.98 4587.76 4.89 1428.32 1936.89 7.85 3167.61 4718.84 4.89 1421.59 1939.17 7.84 3195.17 4718.48 4.79 1235.16 1661.84 8.21 2812.77 4831.37 4.89 1263.39 1422.83 6.15 3115.39 4385.76 PAGE 19 VCH AREA .81K 4.83 1283.52 1336.89 5.71 3379.38 4534.69 4.61 1965.19 1498.72 3.97 7835.49 7632.46 6.88 864.24 983.99 6.11 4931,25 4617,85 3.32 2117,19 1654.93 4.28 5343.95 5888.58 5.47 1629.62 1286.62 6.85 4566.89 4459.21 6.26 1516.76 1816.48 6.41 4379.54 4871.26 9.98 628.36 55~.13 7.78 3567.48 3168.67 6.42 1372.78 1881.46 7.23 3928.28 3557.82 1858~.888 58.88 18588.888 58.88 447.58 5228.88 462.86 447.58 16888.88 466.43 447.68 5228.88 462.84 447.68 16888.88 466.38 19514.888 14.88 19514.888 14.88 18515.888 1.88 18515.888 1.88 18565.888 58.88 18565.888 58.88 448.68 5228.88 462.46 448.68 16888.88 465.82 478.58 469.76 448.68 5228.88 462.45 478.58 469.76 448.68 16888.88 465.73 478.58 469.84 448.49 5228.88 462.53 478.58 469.84 448.49 16888.88 466.16 18566.888 18566.888 18688.888 34.88 .88 18688.888 34.88 .88 18615.888 18615.888 18658.888 35.88 .88 18658.888 35.88 .88 11/85/87 17:88:56 SEC;NO XLCH ELTRD .188 518.88 .188 518.88 .288 398.88 .288 398.88 458.88 458.88 548.88 548.88 435.88 435.88 398.88 398.88 325.88 325.88 448.49 522J.88 462.53 448.49 16888.88 466.84 447.4~ 5228.88 462.78 447.48 16888.88 468.45 447.48 5228.88 462.81 447.48 16888.88 468.47 447.58 5228.88 462.58 447.58 16888.88 468.42 ELNIN Q CNSEL 449.88 5218.88 464.65 449.88 16588.88 469.23 458.28 5218.88 465.28 458.28 16588.88 478.15 451.88 5218.88 467.95 451.88 16588.88 471.77 452.68 5218.88 468.75 452.68 16588.88 472.85 454.88 5138.88 469.28 454.88 16188.88 473.74 455.88 5138.88 469.17 455.88 1618~.88 473.55 455.98 5138.88 478.47 455.98 16188.88 475.49 462.58 24.69 466.98 28.81 462.81 39.16 467.15 35.25 462.92 8.88 467.71 23.42 462.94 18.93 467.88 34.78 463.88 18.23 468.83 38.84 463.88 6.72 468.16 19.13 463.89 28.93 468.75 11.61 463.12 28.58 468.77 11.48 463.65 48.29 468.95 21.18 CRINS EG I~K#S .88 465.89 17.21 .88 469.89 21.88 463.27 466.63 87.21 · 88 478.96 43.98 · 88 468.33 28.59 · ~8 472.38 38.28 · 88 469.81 9.43 · 88 473.49 19.45 .~ 469.33 6.18 .88 474.11 12.81 · 88 478.85 41.36 .88 475.49 66.26 · 88 471.62 51.86 · 88 477.58 67.48 6.45 1341.84 1858.63 7.55 3886.78 3587.62 7.86 778.75 834.19 8.97 3844.84 2694.88 5.44 959.86 1836.16 11.86 1454.88 3386.58 5.64 925.24 1578.79 11.56 1391.82 2713.19 5.52 946.16 1632.85 18.96 1467.11 2919.88 5.55 979.78 2813.54 11.81 1498.27 3658.52 4.69 1373.19 1148.93 5.26 4482.66 4695.15 4.67 1384.38 1158.76 5.24 4421.87 4721.58 8.61 611.22 751.19 7.75 4814.58 3476.38 PAGE 28 VCH AREA .81K 5.48 1263.48 1255.86 7.88 3881.34 3527.49 9.52 896.48 557.91 9.59 3484.48 249~.4~ 5.98 1725.88 11~8.27 8.81 3865.43 2998.65 4.34 1833.83 1696.88 7.71 3686.93 3741.47 3.23 2252.32 2E76.76 5.88 4289.35 4645.19 7.54 688.77 797.65 12.36 2127.99 1977.81 8.68 686.27 717.92 13.22 2123.26 1959.98 19 1.8~8 538.88 .86 .88 457.38 5138.88 472.65 .88 473.48 23.87 7.81 884.96 1868.18 1.888 538.88 .88 .88 457.38 16888.88 478.54 .88 479.83 27.88 18.43 2582.14 3838.41 22688.888 2.888 2.888 23988.888 23988.888 4.888 4.888 5.888 5.888 24938.888 24938.888 6.888 6.888 25885.888 25885.888 11/85/87 SECN0 25135.888 25135.888 25185.888 25185.888 25235.888 25235.888 25288.888 25325.888 25325.888 25375.888 25375.888 25421.888 578.88 578.88 738.88 738.88 465.88 465.88 568.88 568.88 145.88 145.88 228.88 228.88 98.88 98.88 88.88 88.88 17:88:56 XLCH 58.88 58.88 58.88 58.88 58.88 58.88 45.88 45.88 45.88 58.88 58.88 46.88 ELTRD 458.68 5138.88 458.68 16888.88 473.39 469.51 474.94 479.71 .88 481.13 55.67 41.86 459.68 5138.88 476.11 459.68 16888.88 481.61 476.84 28.65 483.33 34.48 463.88 5138.88 477.99 463.88 16888.88 484.37 478.37 484.98 28.48 14.68 464.38 5138.88 478.76 464.38 16888.88 484.93 479.18 485.69 12.46 14.95 465.78 5138.88 479.65 465.78 16888.88 485.81 488.19 486.92 18.18 583.85 687.56 11.98 2586.41 2473.88 465.98 5838.88 488.12 465.98 15588.88 486.42 488.52 487.38 6.94 822.61 1128.87 11.72 2188.48 2724.77 466.48 5838.88 488.51 466.48 15588.88 487.84 488.85 487.78 4.94 1838.45 1135.92 6.63 3869.68 4187.12 466.88 5838.88 488.48 466.88 15588.88 486.84 481.87 488.82 4.75 1169.88 1453.23 7.58 2833.48 4138.71 467.18 5838.88 479.98 .88 467.18 15588.88 486.25 485.68 29.65 5.88 872.28 942.15 29.73 8.83 2371.94 293~.38 ELNIN Q CNSEL 467.88 5838.88 481.88 467.88 15588.88 487.17 467.68 5838.88 481.78 467,68 15588,88 487,88 467,98 5838.88 482,13 467,98 15588,88 488,31 467.48 5~3~.~ 482,34 467.48 15588,88 488,71 467.38 5838.88 482,42 467.38 15588,88 489,81 467,98 5838.88 482.46 467.98 15588.88 489.18 468.88 5838.88 482.54 16.42 5.86 993.88 1241.58 28.19 7.99 2593.96 3449.24 14,12 16.77 21.26 26.33 481.78 181.31 488.73 77.82 EG 18K*S 482.22 56.65 489.18 53.28 482.43 22.35 489.33 38.11 482.54 18.62 489.49 18.89 482.59 6.25 489.58 12.68 482.62 5.74 489.66 18.61 482.65 5.52 489.72 11.32 482.68 3.81 5.89 1387.38 1338.59 7.78 2942.51 3785.28 6.23 861.16 1898.92 9.63 2387.34 3828.97 11.81 456.81 499.73 13.47 1683.29 1766.21 PAGE 21 VO'l AREA .81K 8.58 586.37 668.$2 11.95 1818.71 2123,58 7.83 816.83 1863.87 11,18 2135.88 2824.61 5.15 1889.96 1543,46 9.15 2286.29 3566.12 4.~4 1256.96 2~11.93 7.69 2297.26 4)5).83 3.59 lr~8.15 2188.88 6.58 2461.65 4758.24 3.52 1429.42 21~.63 6.31 2455.97 46~6.18 2.95 1783.33 2575.64 28 25421.~80 46.88 .80 25422.088 1.88 495.88 25422.088 1.88 495.88 25542.808 128,88 495.88 25542.080 128.88 495.88 25543.008 1.88 .88 25543.808 1.88 .88 25568.808 25.88 .88 25568.888 25.80 .88 25618.088 58.88 .88 25518.080 58.88 .88 25688.008 58.88 .88 25668.808 50.88 .88 25714.888 46.88 .80 25714.880 46.88 .08 25754.808 40.88 .88 25754.088 48.88 .88 25820.080 66.80 .88 25820.000 66.88 .88 26178.808 350.88 .88 26170.008 358.80 .88 11/05/87 17:88:56 491.75 491.75 491.75 491.75 468.08 15588.88 489.35 468.88 583~.~ 482.54 468.88 15580.88 489.33 468.78 5838.88 482.56 468.78 15588.88 489.38 468.78 5838.88 482.58 468.78 15588.88 489.43 468.98 5838.88 482.53 468.98 15588.88 489.25 469.58 5838.88 482.55 469.58 15588.88 489.26 469.18 5030.88 482.58 489.18 15588.88 489.46 482.53 489.50 469.18 5838.80 482.68 469.18 15588.88 489.64 468.48 4788.88 482.46 468.40 14588.88 498.12 478.20 4788.80 483.88 470.28 14508.88 498.31 489.78 482.69 489.79 482.72 489.87 482.73 489.88 482,88 498.88 482.85 498.18 482.91 498.27 483.~4 498.37 483.14 498.46 483.58 490.59 485.12 491.49 7.36 2.38 4.98 2.75 5.38 1.73 3.89 8.28 15.52 9.51 15.41 11.15 15.15 24.67 21.78 21.52 17.82 48.12 14.76 52.24 35.59 5.25 2951.68 5713.35 $.88 1632.94 3258.51 5.45 2845.78 6998.75 3.24 1553.76 3832.88 5.68 2768.98 6733.38 3.18 1621.99 3828.23 5.38 2888.60 8821.08 4.16 1289.86 1756.54 7.32 2198.63 4215.55 4.44 1133.81 1631.80 7.74 2189.56 3948.26 4.57 11~8.38 1586.16 7.25 2278.65 3982.13 5.73 878.38 1812.70 7.56 2245.33 3321.56 5.49 973.48 1084.21 7.69 2694.13 3756.89 8.77 858.56 754.67 7,73 3739.58 3774.73 9.71 674,23 661.37 11,86 2288,47 2438.53 PAGE 22 SECNO XL~ 26558.888 388.88 26550.888 388.88 26880.000 338.80 26888.8~8 338.88 27~5~.~6 165.~ 2785~.800 165.88 274~0.0~8 428.80 27548.008 148.88 27548.880 140.80 27578.888 38.88 27578.808 30.08 ELTRD ELLC ELMIN Q CNSEL 471.18 4788.88 486.80 471.18 14588.88 491.35 472.98 4788.88 486.89 472.98 14588.88 492.41 .dE .~9 473.E~ 373~.~e 487.36 .88 .88 473.88 1138~.88 493.86 · 8~ 473.9~ 373~.~ 499.~5 .~ 473.98 113~8.~ 495.73 475.88 3738.88 489.47 475.88 11388.88 495.81 496.88 498.58 475.28 3738.88 489.58 496.88 498.58 475.28 11388.88 495.89 21 CRIWS 88 486.66 493.82 487.69 494.58 488.35 495.24 489.68 496.14 496.53 498.15 496.65 38.17 38.61 29.74 43.88 48.65 39.72 21.41 12.49 25.18 22.71 25.82 23.91 VCH AREA .81K 6.56 741.38 87~.22 18.71 1578.85 2333.53 7.28 674.68 876.56 12.14 1485.68 2188.86 7.97 474.47 534.76 18.52 1469.89 1793.88 6.38 589.64 8~.~9 6.51 3197.94 3196.77 5.98 623.66 744.56 7.43 2242.84 2371.88 6.85 616.85 7~4.85 7.59 2175.87 2311.16 27628.888 58.88 27828.888 58.88 38138.888 2518.88 38138.888 2518.88 38189.888 59.88 38189.888 59.88 1.88 513.38 1.88 513.38 38288.888 38288.888 18.88 513.38 18.88 513.38 38281.888 1.88 38281.888 1.88 38258.888 49.88 38258.888 49.88 31318.888 1868.88 31318.888 1868.88 31488.888 178.88 31488.888 178.88 31588.888 28.88 589.18 31588.888 28.88 589.18 31758.888 258.88 31758.888 258.88 11/85/87 17:88:56 SECNO XLCH ELTRD 32748.888 998.88 .88 32748.888 998.88 .88 34845.888 1385.88 .88 285.8~ 517.88 285.88 517.88 518.48 518.48 518.48 518.48 .88 .88 · 88 475.58 3738.88 489.56 · 88 475.58 11388.88 496.88 · 88 483.78 3738.88 497.38 .88 483.78 11388.88 582.41 · 88 486.88 3738.88 497.63 486.88 11388.88 582.34 486.88 3738.88 497.57 486.88 11388.88 582.15 486.88 3738.88 497.78 486.88 11388.88 582.66 486.88 3738.88 497.88 486.88 11388.88 583.34 483.88 3738.88 498.82 · 88 483.88 11388.88 584.52 · 88 487.88 3738.88 588.52 .88 487.88 11388.88 586.88 · 88 488.88 3858.88 588.98 · 88 488.88 11788.88 586.72 586.18 488,88 3858,88 588,94 586,18 488,88 11788.88 588.68 · 88 488,84 3858,88 581.37 · 88 488,64 11788,88 589,38 ELLC ELMIN g CNSEL · 88 493.87 3858.88 581.83 · 88 493.87 11788.88 589.78 493.18 385~.~ 493.18 11788.88 515.88 498.87 3868.88 515.88 498.87 11788.88 34348.888 18.88 517.88 515.88 34348.888 18.88 517.88 515.88 34878.888 538.88 34878.888 538.88 498.87 3868.88 498.87 11788.88 581.26 3868.88 581.26 11788.88 498.36 38.87 496.77 25.28 498.84 33.73 583.63 43.13 498.28 28.81 584.27 56.21 498.32 93.92 584.49 237.58 498.42 98.85 584.78 218.11 498.46 26.11 584.94 42.75 498.59 25.41 585.18 21.22 588.93 23.66 587.88 21.43 581.24 13.86 587.72 23.25 581.28 12.87 589.35 14.94 581.47 3.74 589.57 3.74 CRIWS ES I~K*S .88 581.97 7.88 .88 518.88 4.96 583.~6 .~ 5~$.25 14.24 518.49 .88 518.74 6.33 583.64 .88 5~.21 94.75 518.78 .88 511,18 23.56 583.78 .88 584.38 83.34 518.72 .88 511.13 23.43 586.41 .88 586.78 28.88 511,78 .88 512.15 15.88 7.17 521.24 688.28 8.36 2488.84 2342.16 7.64 659.95 642.27 18.76 1583.54 1728.78 6.36 586.46 694.92 11.15 1813.37 1587.26 6.94 537.74 384.88 12.27 928.62 733.42 6.82 547.21 393.87 11.67 988.54 779.56 6.14 687.~4 729.95 18.16 1112.31 1728.26 6.84 743.17 759.95 8.25 2128.38 2453.14 6.17 793.38 766.78 7.35 2285.52 2441.84 4.71 817.89 1865.47 8.83 1457.89 2426.29 4.69 821.26 1873.19 6.94 1758.55 3826.65 2.58 1548.62 1998.37 3.58 3345.55 6851.27 PASE 23 VCH AREA .81K 3.82 1275.51 1455.86 3.77 3181.73 5252.28 3.54 1886.$2 1828.18 3.99 2931.88 4649.37 6.~ 639.41 396.54 5.11 2298.77 2418.21 5.78 667.68 422.83 5.18 2295.95 2417.22 4.33 891.12 729.42 '5.34 2198.91 2943.86 22 35458.888 35458.888 35578.888 35578.888 588.88 528.38 515.88 588.88 528.38 515.88 128.88 528.38 515.88 128.88 528.38 515.88 35778.888 35778.888 11/85/87 17:88:56 GRAPEVINE CREEK SUFt4ARY PRINTOUT TABLE 158 SECNO Q 15358.888 5178.88 15358.888 16188.88 15448.888 5178.88 15448.888 16188.88 15478.888 5178.88 15478.888 16188.88 15528.888 5178.88 15528.888 18188.88 15688.888 5178.88 456.61 15688.888 16188.88 461.88 15618.888 5178.88 456.63 15618.888 16188.88 463.83 15638.888 5178.88 456.64 16188.88 463.34 5178.88 458.67 16lEE.SE 463.38 5178.88 456.68 181~.~ 463.39 5178.88 456.63 16188.88 463.26 15688.888 5178.88 456.73 15688.888 16188.88 463.68 15738.888 5178.88 456.88 15738.888 16188.88 463.75 CNSEL DIFNSP DIFWSX 455.53 .88 459.21 3.68 456.24 .88 .71 459.51 3.27 456.25 .88 468.78 4.45 1.19 456.11 .88 -.14 461.27 5.16 .57 4.47 -.19 .88 .82 6.48 1.95 6.78 .31 6.71 8.71 .~1 6.64 -.13 .88 .18 6.87 .33 .88 .88 6.95 .15 588.98 3868.88 587.82 588.98 11788.88 512.68 588.98 3868.88 588.86 588.98 11788.88 512.94 499.81 3868.88 588.45 499.81 11788.88 513.23 25 TOPWID 442.27 696.85 148.46 151.75 148.54 348.69 967.88 129.88 129.88 129.88 525.37 176.21 638.76 654.66 178.88 6]6.49 149.54 688.57 166.72 652.89 198.11 699.75 588.86 19.83 513.16 19.86 588.29 513.39 588.97 513.91 16.78 17.77 3.99 968.52 866.88 5.57 2899.41 2679.69 3.78 1821.24 942.44 5.39 2169.41 2775.33 65.87 5.75 678.77 475.61 29.98 6.62 1767.72 2139.67 PAGE 24 457.81 .EE 464.67 6.86 459.48 .dE 465.3d 5.83 465.84 5.1E 46E,85 465,93 11/~5/87 17:EE:56 SECN0 g Ct.E~EL DIFNSP 1821E.EEE 16EEE.E~ 466.E1 5.E9 1.E1 .92 1.66 .63 1.27 .54 5.1~ .E9 .EE DIFWSX DIFKWS 18248.~8~ 522E.EE 46E.2g .EE -.65 1824E.EEE 16~EE.EE 465.92 5.63 -.~g 1832~.~ 522E.EE 461.74 .EE 1.45 18328.EEE 16EEE.EE 466.19 4.46 .28 1845~.~eE 522E.EE 462.E6 .E~ .32 1845E.EeB 16eEE.EE 466.43 4.37 .24 185EE.~EE 16E~E.~e 466.3E 4.26 - -.13 18514.EEE 522d. EE 462.46 .Ed .42 18514.EEE 16eEE.EE 465.82 3.35 -.48 18515.EEE 522E.E~ 462.45 185IS.dEE 16EdE.EE 465.73 3.28 18565.~EE 522E.EE 462.53 18565.eeE 16eEE.eE 466.16 3.63 .43 18566.E~E 522E.EE 462.53 .EE .~d 18566.EEE 16EEE.EE 466.E4 3.51 -.12 462.78 468.45 5.67 18615.EEE 522E.EE 462.81 .Ed 18615.~EE 16dEE.EE 468.47 5.66 468.42 5.92 .25 2.41 .~]2 -.:~2 -.dS 686.47 758.dE 753.83 75B.EE 328.28 ll2E.EE 741.52 112E.EE 58E.52 38E.EE 667.8E 38E.EE 527.58 625.28 TOPWID 618.28 459.22 517.53 622.51 211.72 656.29 134.93 158.83 129.87 153.27 129.77 154.94 134.78 159.16 418.66 614.14 614.87 115.56 776.19 PAgE 25 24 464.65 .88 2.15 469.23 4.58 .81 465.28 .88 .63 478.15 4.87 .92 467.95 .88 2.67 471.77 3.82 1.62 28548.888 5218.88 468.75 28548.888 16588.88 472.85 469.28 473.74 11/85/87 4.89 .88 .44 4.54 .89 521.49 616.56 338.64 677.31 585.95 592.88 416.88 548.88 488.25 548.88 359.73 435.88 487.85 435.88 PAGE 28 CNSEL 5158.88 469.17 16188.88 473.55 5138.88 478.47 16188.88 475.49 5138.88 472.65 16888.88 478.54 5138.88 473.39 22688.888 16888.88 479.71 2.888 5138.88 476.11 2.888 16888.88 481.61 23988.888 5138.88 477.99 23988.888 16888.88 484.37 3.888 5138.88 478.76 3.888 16888.88 484.93 4.888 5138.88 479.65 4.~8 16~.~8 485.81 5.88~ 5838.~ 488.12 5.88~ 15588.88 488.42 24938.888 5~38.88 488.51 24938.888 15588.88 487.84 6.888 5838.88 488.48 6.888 15588.88 486.84 25885.888 5838.88 479.98 DIFWSP DIFWSX .88 -.83 4.39 -.19 5.82 1.94 .88 2.18 5.89 3.85 .88 .73 6.32 1.17 .88 2.73 5.58 1.98 .88 1.88 6.38 2.78 .88 .77 6.17 .56 .88 .89 6.16 .88 .~ .47 6.$1 .61 6.52 6.36 25 DIFKWS TOPNIO .88 81.25 · 88 464.91 187.32 434.57 161.73 352.99 198.81 423.88 · 88 134.88 · 88 312.74 · 88 166.81 · 88 377.18 · 88 185.92 .88 358.85 ,88 121.92 · 88 438.39 · 88 116.37 .88 374.35 · 48 .88 197.84 .61 .88 321.88 -.83 .88 128.27 -.28 .88 295.28 -.58 .88 66.38 25~85.888 15588.88 486.25 25135.880 5~30.80 481.88 25155.888 15588,88 487,17 25185.888 5~38.88 481.78 25185.888 15588.88 487.88 25235.880 5838.88 482.13 25235.888 15588.88 488.31 25288.888 5838.88 482.34 25288.888 15588.88 488.71 25325.888 5838.80 482.42 25325.888 15588.88 489.81 11/85/67 17:88:56 6.36 6.89 6.18 6.18 6.37 6.58 -.58 .80 318.48 1.18 .88 88.04 · 91 .88 356.99 .61 .80 138.86 · 63 .88 286.63 · 44 .88 125.62 · 51 .88 241.86 · 21 .88 124.61 · 39 .88 198.28 · 08 .00 136.91 .38 .88 185.84 PAGE 27 SECNO Q CNSEL DIFNSP 25375.808 5838.88 482.46 .08 25375.888 15588.88 489.18 6.64 25421.888 5838.88 482.54 .88 25421,888 15588,88 489,35 6.88 25422.888 5838,88 482,54 .88 25422,888 15588.88 489,33 6.79 25542.888 5838,88 482.56 .88 25542,888 15588,88 489,38 6.82 25543.888 5838.88 482.58 25543.888 15588.88 489.43 25568.888 5e38.88 482.53 25568,888 15588,88 489.25 25618.~ 5~3~.~ 482.55 25618,880 15588,80 489,26 25668,888 5838,88 482.58 25669.800 15500.~0 469.4G 25714.888 5838.88 482.53 25714.888 15588.88 489.58 25754.088 5830.00 482.68 25754,888 15588.88 489.64 25828,888 4788.88 482.46 25820.088 14588.80 498.12 6.85 6.73 6,71 6.88 6.97 6.97 7.65 DIFWSX DIFKWS TOPWID · 04 .88 148.82 · 89 .88 171.38 .88 .88 167.82 · 25 .88 199,15 -.81 .88 162.83 -.e2 .88 194.12 · 82 .~ 162.45 · 85 .88 194.36 · 82 .08 167.46 · 85 .88 199.52 -.85 .88 125.11 -.17 .88 188.68 · ~2 .~8 118.38 · 81 .88 198.39 .84 .88 124.58 · 20 .0~ 235.16 -.86 .88 127.69 · 15 .80 165.07 .14 .Se 427.53 -.21 .88 268.56 · 47 .88 482.71 26 483.88 .88 1.34 498.31 6.51 .19 486.8~ .88 2.19 491.35 5.35 1.~4 486.89 .88 .89 492.41 5.52 1.87 487.36 .8~ .47 493.86 6.58 1.45 489.85 .88 1.69 495.73 6.68 1.87 489.47 495.81 11/~5/87 17:88:56 6.33 .42 189.17 269.32 128.55 168.21 91.93 173.76 84.54 188.88 78.23 818.31 82.65 585.82 PASE 28 SECNO Q CNSEL 27578.88~ 3738.88 489.58 2757~.~8 11388.88 495.89 DIFNSP 6.31 2762~.~88 3738.~8 489.56 .88 27628.888 11388.88 496.8~ 6.44 3~13~.e8~ 3738.88 497.3B 38138.88~ 115~8.8~ 5~2.41 5.11 3~189.888 373~.88 497.63 .88 38189.~88 11388.~8 582.34 4.71 3819~.~8 3738.88 497.57 3819~.888 1138~.~8 582.15 DIFNSX DIFKNS TOPWIO XLCH .11 .88 81.84 · 89 .E~ 574.64 -.82 .~8 59.34 · 11 .M 595.37 7.74 .88 138.6~ 2518.88 6.41 .~ 254.43 2518.88 · 33 .88 81.49 59.88 -.87 .88 98.55 59.88 · eS -.85 .88 75.28 1.88 4.57 -.19 .88 91.86 1.88 497.78 .88 5~2.66 4.97 38281.888 3738.~8 497.88 .88 38281.8~8 1138~.88 5~3.34 5.46 498.82 .88 584.52 6.51 3131~.8~8 3738.88 588.52 31318.8~8 1138~.~8 586.68 31488.888 3858.88 5~8.98 31488.888 117~8.8~ 586.72 · 13 .BE 75.76 · 52 .88 91.89 .18 .88 82.45 1.88 · 67 .88 188.63 1.88 .14 .Be 135.14 49.8~ 1.19 .88 365.42 49.88 .88 6.88 2.5~ .B8 129.4~ 2.87 .88 464.47 .88 5.82 .38 .88 98.39 · 12 .88 118.97 27 Immmm mmmm ? 1 588.94 .88 .84 .8~ 98.57 28.88 588.68 7.66 1.88 .88 352.59 28.88 31758.888 3858.88 581.37 .88 .45 .88 195.38 31758.888 11788.88 589.38 8.81 .78 .8~ 255.13 32748.888 3858.88 581.83 .88 .46 .8~ 196.35 32748.888 11788.88 589.78 7.95 .48 .88 262.95 34845.888 3858.88 583.86 .88 1.23 34845.888 11788.88 518.49 7.44 .71 225.14 1385.88 275.81 1385.88 34338.888 3868.88 583.64 .88 .58 .88 287.68 285.88 34338.888 11788.88 518.78 7.85 .2~ .88 259.22 285.88 34348.888 3868.88 583.78 .88 .14 .88 2~8.64 34348.888 11788.88 518.72 8.94 .83 .88 259.38 34878.888 3868.88 586.41 .88 2.63 .88 226.99 538.88 34878.888 11788.88 511.78 5.29 .98 .~8 264.21 538.88 11/85/87 17:88:56 SEC:NO Q CNSEL DIFWSP DIFNSX DIFKWS 35458.888 3868.88 587.82 .~8 1.41 35458.888 11788.88 512.68 4.86 .98 35578.888 3868.88 588.86 .88 .25 35578.888 11788.88 512.94 4.87 .25 35778.888 3868.88 588.45 .8~ .39 35778.888 11788.88 513.23 4.78 .29 11/85/87 17:88:56 TOI~IO 215.95 273.77 217.41 281.96 218.82 248.34 PAGE 29 PAGE 38 SUII~RY OF ERRORS AND SPECIAL NOTES 1 11/85/87 17:84:21 PA~ I HEC2 RELEASE DATED NOV 76 UPDATED NAY 1984 ERROR CORR - 81,82,83,64,85,86 THIS RUN EXECUTED 11/85/87 17:84:22 28 APPENDIX 4 PRIOR CONDITIONS EXTENDED FIS BASE FLOODWAY MODEL - HEC-2 I~IATER SURFACE PROFILES VERSION OF NOVEMBER 1976 UPDATED MAY 1984 IBM-PC-XT VERSION RUN DATE 11/95/87 TIME 16:43:44 U.S. ARMY CORPS OF ENGINEERS THE HYDROLOGIC ENGINEERING CENTER 699 SECOND STREET, SUITE O DAVIS, CALIFORNIA 95616 (916) 449-2195 (FTS) 448-2105 11/05/87 16:43:45 X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX X X X XXXXX X X XXXXXXX PAGE I HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 91,02,93,04,95,96 MODIFICATION - 50.51,52,53,54,55,56 IBM-PC-XT VERSION THIS RUN EXECUTED 11/~5/87 16:43:45 C T1 T2 Jl ICHECK INQ NINV IDIR STRT 4. J2 NPROF IPLOT PRFVS XSECV XSECH 1.999 .999 -1.999 .999 .009 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 1~9 YEAR DISCHARGE EXTENDED FLOOD INSURANCE STUDY OCT 19B7 GRAPEVINE CREEK ( 54702 -- GREXET ) VARIABLE CODES FOR SUltRY PRINTOUT 119.000 290.009 .099 .090 METRIC HVINS Q WSEL FQ .90 .9 9. 457.869 .999 FN ALLDC IBbl OHNIM ITRACE ********REQUESTED SECTION NUMBERS******** J5 LPRNT NUMSEC .888 .888 1147.588 PROFILE SECTION G - SURVEY SECTION 7 Xl 15358.888 36.888 1527.888 1588.888 1288.888 1388.888 1188.888 .888 .888 GR 488.988 1888.888 475.888 1188.8~8 478.588 1288.888 463.888 1249.888 459.188 6R 458.388 1271.888 462.788 1295.888 462.788 1388.888 468.888 1526.888 459.788 GR 459.688 1352.888 459.688 1398.888 459.588 1426.888 459.888 1437.888 459.588 6R 454.788 1482.888 455.188 1588.888 454.888 1527.888 441.488 1545.888 441.388 GE 454.688 1588.888 454.788 1888.888 454.188 1788.888 453.188 1888.888 453.688 GR 456.788 1898.888 456.988 1989.888 457.888 1919.888 455.888 1941.888 455.288 GR 458.588 2888.888 458.288 2188.888 461.588 2288.888 467.78~ 2388.888 474.888 NC .888 .888 .888 .588 .588 .888 .888 ET .888 .888 .888 .888 .888 .888 6.188 BELT LINE ROAD 18:43:45 - DOk~TREAM SIDE .888 1125.888 .888 1272.888 11/85/87 PACE r" PROFILE SECTION H - SURVEY SECTION B Xl 15448.888 58.888 1125.888 1272.888 25.888 358.888 98.888 .888 .888 X5 18.888 .888 .888 .888 .888 .888 .888 458.988 459.888 GR 488.988 658.888 478.588 758.888 463.888 887.888 463.588 829.888 462.788 GR 461.888 879.888 459.788 897.888 459.688 943.888 459.588 979.888 459.888 GR 459.788 1888.888 468.588 1188.888 468.588 1125.888 457.288 1125.888 454.988 GR 454.988 1137.888 458.888 1145.888 442.288 1168.888 439.788 1177.888 439.788 ~R 441.188 1222.888 441.188 1224.888 441.688 1258.888 448.488 1248.888 458.188 GR 458.188 1249.888 456.288 1278.888 457.488 1272.888 468.588 1272.888 468.588 GR 468.288 1488.888 468.288 1461.888 468.288 1588.888 468.888 1688.888 462.588 GR 464.688 1888.888 466.488 1988.888 469.188 2888.888 .888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.188 1125.888 1272.888 S8 1.858 2.413 2.588 .888 57.888 6.888 1846.888 2.373 448.848 X1 15478.888 .888 .888 .888 38.888 38.888 38.888 .888 .888 X2 .888 .888 1.888 459.888 468.588 .888 .888 .888 .888 X5 18.888 .888 .888 .888 .888 .888 .888 458.988 459.888 BT -23.888 658.888 488.988 .888 758.888 478.588 .888 887.888 463.888 8T .888 829.888 465.588 .888 853.888 462.788 .888 879.888 461.888 BT .888 897.888 459.788 .888 945.888 459.688 .888 979.888 459.588 8T .888 1~88.888 458.288 .888 1461.888 468.288 .888 1588.888 ~68.288 8T .888 1688.888 468.888 .888 1788.888 462.588 .888 1888.888 ~64.688 ET .888 .888 .888 .888 .888 .888 8.188 1242.588 1892.588 X1 15528.888 18.888 1527.888 1688.888 58.888 58.888 58.888 .888 .888 GE ~80.9~ 1888.~ 475.8~ 11~.~ 478.5~8 12~.~ 465.8~ 1249.8~ 459.1~8 1258.8~ GE 458.3~ 1271.~ 462.7~ 1295.~ ~62.7~ 13~.~ 46~.5~8 1326.~ 459.7~ 1344.~ GE 45~.6B~ 1527.~ 441.3~ 156B.~ 441,8~ 1585,~8 455.6~ 1688,~ 465,28~ 17E~,~ GE 46~,8~8 2258,8~8 47~.888 2488.888 475.888 2688.888 .888 .888 .888 .888 ST LOUIS & SOUTHWESTERN RAILROAD - DOt4~TREAH SIDE PROFILE SECTION I - SURVEY SECTION 9 1321.888 1458.888 Xl 156~8.8~8 28.888 1521.888 1458.888 58.888 188.888 88.888 .888 .888 GE 462.788 1888.~88 462.688 1188.8~8 462.68~ 1288.888 462.888 1388.8~8 462.788 GR 455.8~ 1521.~8~ 448.488 1555.888 448.4~8 1554.888 442.488 1549.888 442.488 GR 442.3~8 1378.~8~ 442.388 1379.888 441.688 1392.888 445.588 1488.888 446.888 GE 446.888 1411.888 448.888 1423.888 449.888 1424.888 452.688 1457.888 452.$88 SR 456.488 1458.888 461.788 1458.888 462.988 1588.888 465.488 1688.888 463.888 GE 464.288 1888.888 464.888 1988.888 465.488 2888.888 .888 .888 .888 .888 .888 .888 .888 .888 6.188 2.475 2.588 .888 66.288 6.888 1589.558 459.488 459.488 18.888 461.788 .888 1188.888 1328.888 1588.888 18.888 .888 .888 462.688 462.788 462.988 464.288 18.888 .888 .888 .888 .888 .888 ET SB 1 1.858 459.488 1288.888 1321.888 1688.888 1988.888 11/~5/87 16:43:45 1458.888 442.488 · 888 459· 488 462.688 462.788 463.488 464.888 .886 Xl 15618.888 .888 .888 X2 .888 .888 1.888 X5 18.888 .888 .888 BT -13.888 1888.888 462,788 BT .888 1588.888 462.888 8T .888 1458.888 461.788 BT .888 1788.888 463.888 BT .888 2888.888 465.488 442.488 PAGE ET .888 .888 .888 .888 .888 .888 8.188 1869.738 1498.878 Xl 15638.888 24.888 1115.888 1218.888 58.888 18.888 28.888 .888 .888 ff=~ GE 478.888 1888.888 468.888 1828.888 466.888 1826.888 464.888 1838.888 462.888 : GR 468.888 1~52.888 458.888 1868.888 456.888 1868.888 454.~88 1188.888 452.888 GE 458.888 1115.888 442.888 1138,888 441.888 1132.888 441.788 1158.888 442.888 ? GR 458.888 1218.888 452.888 1228.888 454.888 1258.888 456.888 1248.888 468.888 ~ GE 461.768 1268.888 462.888 1478.888 464.888 1778.888 466.888 1978.8~8 .888 ET .888 .888 .888 .888 .888 .888 8.188 1878.858 1492.788 Xl 15648.888 24.888 1182.888 1288.888 18.888 18.888 18.888 .8~ .888 ~R 476.668 le6~.~ ~G8.~ 1~15.~E 466.~ 1825.~ ~64.~ 1~5.~ ~2.~ 1~42.~g GE 456,688 1182.686 442.668 1126.666 441.666 1128.666 441.766 1154.666 442.666 1156.666 GR 461.768 1255.888 462.866 1465.886 464.886 1765.888 466.666 1965.666 .888 1495.4~6 1477.766 ET .686 Xl 15658.888 1867.238 ET .886 .886 .666 .888 .886 .886 8.166 Xl 15668.~B 24.~ 1~89.B8~ 117~.~BB I~.~B~ I~.B~B 1B.B~B .BBB .BBB .BB~ GE 47B.B~B I~BB.~BB ~68.B~B I~IB.B~B 466.~ 1B2~.BBB 464.BBB 1B3B.BBB 462.B~B I~4B.BBB GR ~6B.BCB I¢SB.BBB ~58.BB¢ 1¢58.BBB 456.BCB 1B65.¢¢B ~54.BBB 1¢75.BBB 452.BCB 1B82.BSB GE 45~.B~ 1B89.~B 442.BBB 11B5.BBB 441.8~8 11~7.BBB 441.7BB 1133.BBB ~42.BBB 1135.BB~ GE 45e.eBe 117B.BeB 452.BBB 119B.BEB 45~.eB8 12eE.BeB 456.BBB 121B.BBB ~6e.BBB 1225.BBe GE 461.76e 1235.~ee 462.eBe 14~5.e~ 464.~BB 1745.BBB 466.BBB 19~5.BBB .BBB .BBB ET .~B .~BB .~BB .BBB .BS~ .B~B 8.1~B 1BS2.~BB 1385.43B .BBB X1 1568~.~B~ 2~.BB~ 1~52.B~B 1248.~B 2~.~B~ 15.~ 2B.B~B .BBB .BBB .BBB 6R 47~.~ I~BS.~B 468.BBB 1B12.BBB 466.~ 1B23.~B~ 46~.~E 1~38.BBB 462.BBB 1B4S.B~B GE 46B.B~B 1~52.~B~ ~58.BBB I~6B.B~ 456.B~B 1B68.~e 454.~BB 1B75.~BB 452.BBB 1~82.B~ GE 45¢.B¢¢ 1¢88.~¢B 4~2.~ 11B2.BCB 441.85B 11¢4.BCB 4~1.75B 115~.¢B~ 442.¢BB 1152.¢¢8 GE 461.76¢ 125~.B~ 462.BB~ 146~.08~ 46~.B¢¢ I?5¢.BBB 466.BBB 195B.BBB .BCB .BBB ET .B~B .eBB .BBB .BBB .BeB .BEE 8.1B8 1B99.BBB 1~61.28B .BBB Xl 1573~.BB~ 28.BBB 1899.~B 13B7.~B~ 5B.BBB 3B.BBB 58.BBB .BB~ .BB~ .BBB Gl{ 47B.~BB 1B~B.BBB 468.BBB 1B55.~B8 ~66.BB~ I~7B.BBB 464.BBB 188B.BBB 462.~BB 1~88.B~B SR 46B.BBB 1egg. BBB ~SB.BBB 113e.BeB 442.BBB 1142.BBB 441.85B 1144.BBB 441.75B 117B.BBB I 11/85/87 16:43:45 PAGE F NC .B7B .~7~ .B5B .1BB .)BB .BBB .BBB .~BB .BBE QT 6.BBB 698B.BBB 97BB.BB~ ll~8E.Be8 142BB.B~B 163BB.BB8 lleEB.BBB .BBB .BBB ET .B~ .~B~ .BBB .BBB .BB~ .BBB 8.1~ 139B.BBB 2B28.BBB PROFILE SECTION J - SURVEY SECTION lB START LAND DEVELOPERENT FILL ON LEFT OVERBN~ Xl 1648B.BBB 27.BBB 1634.BBB 1722.BBB 83B.BBB 65B.BBB 75E.BBB .BI~ .BBB .B~ GR 459.5~ 139~.~B~ 458.7~B 14BB.BB~ 456.3BB 15BB.BBB 45~.9~B 16BB.BBB 457.1BB 1634.BBB GR 445.BB~ 1665.BEB 442.7B~ 1683.~B8 443.8BB 17~B.BBB 457.2BB 1722.B~B 455.9BB 1BBB.BBB GE 455.6BB 19~B.B~B 455.6BB 2~.BBB 456.1B~ 21BB.~ 455.3BB 2116.BBB 465.4BB 2146.BBB GE 478.~ 2146.8~ 47~.~ 2151.BBB 47~.~ 217B.~B~ 478.BBB 22BB.B~ 47~.BBB 2261.B~B GR 47B.BB~ 23~.~BB 47B.BBB 2322.B~8 .B~B .BB~ .BBB .BBB .B~B .BBB QT 6.BBB 75~B.BBB I~5~B.~BB 118~B.B~B 151Bd. BB8 16ddd.deB 118dd.ddd .ddd .ddd .ddd ~ ET .BBB .BBB .BBB .BBB .BB~ .dBd 8.1dd 1255.~B 187~.ddd .~dd SR 48~.~B~ 95B.BBB 47~.EdB 98B.~dd 47~.ddd 11~E.dd~ 46d.d~d 114d.ddd 459.d~d 141B.BdE GE 459.5~B 161B.~B~ 459.6~B 171B.BB8 46B.SBB 182e.BB~ 461.5B~ 187B.BBB 471.4BB 19BB.BBB GE 47B.B~B I~B~.SBB 47B.BBB 1B3B.BBB 47B.BBB 1B7B.~BB 47B.BB~ 1B9B.BBB 4.64.67B 1B9B.B~B GE 464.~ 11~.B~B 462.BBB 1138.~B 46B.BBB 1165.BBB 458.B~B 12BS.BBB ~58.~BB 14BB.BBB GE 458.~ 157~.BB8 458.BBB 159~.~ 46B.BBE 175B.BBB 462.BBE 1745.BBB 468.~BB 1765.BBB Xl 18158.888 19.888 1488.888 1558.888 168.888 GR 478.888 1888.888 478.888 1838.888 478.888 ~ SR 464.888 1888.888 462.888 1128.888 468.888 6R 458.888 1488.888 458.888 1495.888 446,688 GR 468.888 1595,888 468,888 1668,888 469.788 6.188 1321.888 1649.888 178.888 .888 .888 478.888 1858.888 465.718 458.888 1228.888 458.888 458.888 1538.888 468.888 ET .888 .888 .888 .888 ~ Xl 18218.888 18.888 1498.888 1545.888 GR 478.888 1888.888 478.888 1858.888 ~ GE 464.888 1885.888 462.888 1138.888 i 6R 458.888 1518.888 446.888 1525.888 GR 468.888 1658.888 469.858 1688.888 Xl 18248.888 16.888 1468.888 1553.888 ~ 478.888 1888.888 478.888 1835.888 GR 464.888 1898.888 462.888 1148.888 GR 446.988 1538.888 458.888 1548.888 GR 478.888 1788.888 .888 .888 11/85/87 16:43:45 .888 .888 68.888 65.888 478.888 1845.888 468.888 1158.888 458.888 1535.888 478.888 1738.888 8.188 1348.888 1658.888 68.888 .888 .888 458.888 1248.888 458.888 8.188 1315.888 38.888 .888 467.878 1842.888 468.888 1488.888 468.888 1618.888 PA$E 5 Xl 18328.888 16.888 1518.888 1588.888 SE 458.888 1555.888 447.188 1542.888 8.188 1415.888 88.888 .888 467.898 1852.888 468.888 1458.888 468.888 1588.888 Xl 18458.888 19.888 1465.888 1538.888 GR 478.888 1888.888 478.888 1855.888 GE 464.888 1138.888 462.888 1178.888 GR 458.888 1488.888 447.588 1498.888 GE 464.888 1788.888 466.888 1758.888 467.288 468.888 478.888 · ~88 8.188 4895.888 5868.888 .888 PROFILE SECTION K - SURVEY SECTION 11 END LAND DEVELOPEfIENT FILL ON LEFT OVERBN~ ~ Xl 1851~8.888 42.888 4958.888 5825.888 ~ GE 487. 288 4858.888 484.588 4188.888 GR 474.388 4588.888 472.488 4558.888 GR 478.888 4558.888 478.888 4553.888 GR 463.288 4788.888 462.288 4758.888 GR 461.688 4918.888 461.888 4928.888 GR 458.888 4978.888 447.688 4983.888 6R 461.888 5825.888 461.588 5858.888 SR 468.588 5258.888 472.888 5288.888 58.888 58.888 482.388 4158.888 478.888 4488.888 478.888 465.998 4553.888 464.388 462.388 4888.888 462.388 462.888 4938.888 458.588 448.588 4998.888 451.588 462.488 5188.888 462.588 472.988 5298.888 478.688 58.888 .888 .8~ 479.~88 4288.8M 476.788 478.888 465.788 461.688 454.588 459.588 465.888 475.128 NC ET 475.988 5388.888 479.388 .888 .888 .888 PROFILE SECTION L - SURVEY SECTION 12 PRE-DEVELOPED BRIDGE -- FIS DATA ON MAR. MOORE ROAD - DOI4NSTREAM SIDE ! Xl 18578.888 ; BT 2.888 GE 467.188 ~" GR 461.288 GR 449.788 GR 464.888 ~ GE 464.888 i GR 473.788 ET 11/85/87 1979 · 888 8.188 .888 1788.888 1828.888 27.888 1788.888 1828.888 78.888 78.888 78.888 .888 .888 .888 1788.888 467.188 464.888 1828.888 467.188 464.888 .888 .888 .888 1488.888 466.388 1588.888 466.688 1688.888 467.188 1788.888 464.888 1788.888 1785.888 455.988 1731.888 449.788 1741.888 464.888 1741.888 464.888 1745.888 1743.888 447.788 1754.888 449.188 1769.888 455.788 1788.888 484.888 1788.888 1782.888 455.788 1782.888 456.888 1787.888 468.288 1882.888 462.288 1818.888 1828.888 467.188 1828.888 468.388 1988.888 471.688 2888.888 473.988 2878.888 16:43:45 1788.888 1828.888 MOORE ROAD - UPSTREAM SIDE .888 i, Xl 18888.888 ~ X2 .888 ! Xl 18615.888 GE 476.388 f,,,, GR 461.488 ~ GE 447.488 GE 466.588 ? ET .888 ~ Xl 18658.888 6R 482.688 ,,,'"' GE 467.388 ~ GR 462.388 GE 448.188 GR 472.~88 ~ GR 476.488 GE 476.288 PA~ 6 ~ QT 6.888 NC .898 ET .888 .888 .888 .888 .888 .888 1.888 .888 .888 .888 .888 .888 .888 6.188 1258.888 1688.888 1358.888 1588.888 15.888 15.888 15.888 .888 .8~8 478.588 1858.888 464.588 1188.888 462.888 1158.888 462.888 457.688 1444.888 461.888 1588.888 462.788 1558.888 464.888 469.388 1695.888 473.488 1741.888 473.588 1758.888 .888 .888 .888 .888 .888 8.188 1651.588 2821.588 1885.888 1868.888 35.888 35.888 35.888 .888 .788 478.388 1288.888 469.288 1388.888 465.288 1372.888 463.388 461.688 1788.888 462.488 1885.888 447.588 1838.888 446.888 462.888 1868.888 462.388 1988.888 463.188 2888.888 467.388 473.288 2134.888 472.788 214~.888 478.788 2157.888 475.688 477.888 2258.888 478.288 2263.888 4~78.688 2284.~88 477.788 478.388 2349.888 .888 .888 .888 .888 .888 7588.888 18588.888 11688.888 15188.888 16588.888 11888.888 .888 .8~8 SECTION ADDED BY NOH ENGINEERS FROM COPPELL TOPO 18/23/87 Xl .188 ~ GR 478.888 GR 468.888 518.~88 472.888 464.888 Immm GR 462.888 568.888 464.888 625.888 466.888 655.888 478.888 695.888 471.888 715.888 SECTION ADDED BY NDH ENGINEERS FRON COPPELL TOPO 86/27/87 532.588 Xl .288 28.888 318.888 385.888 298.888 265.888 398.888 .888 .888 GR 478.888 .888 476.888 35.888 474.888 58.888 472.888 88.888 478.888 GR 468.888 145.888 466.888 248.888 464.888 318.888 468.888 328.888 458.288 GR 458.288 348.808 468.888 355.888 462.888 365.888 464.888 385.888 466.888 GR 468.888 768.888 478.888 788.888 472.888 785.888 474.888 882.888 475.888 ET .888 .888 .888 .888 .888 .888 8.188 158.588 528.588 SECTION ADDED BY M3Iwl ENGINEERS FRON COPPELL TOPO 18/23/87 Xl .388 16.888 315.888 GE 476.888 .888 474.888 GR 466.888 185.888 464.8~8 GR 468.888 362.888 464.888 GR 476.888 645.888 .888 1 11/85/87 16:43:45 ET .888 .888 .888 .888 .888 .888 8.188 1595.888 PROFILE SECTION M - SURVEY SECTION 13 SECTION RODIFIED BY NON ENGINEERS BASED ON COPPELL TOPO 86/27/87 1225.888 PAGE 7 Xl 28548.888 19.888 1497.88~ 1598.888 378.888 358.888 GR 488.888 1828.888 478.8~8 1852.888 476.888 1874.888 BR 478.888 1168.888 468.888 1192.888 466.888 1238.888 GR 468.888 1515.888 452.888 1529.888 452.688 1552.88~ GR 478.888 1688.888 478.8~8 1622.888 488.888 1628.888 QT 6.888 7588.888 18588.888 11888.888 15188.888 18188.888 11888.888 ET .888 .888 .888 .888 .888 .888 8.188 SECTION ADDED BY NDH ENGINEERS FROH COPPELL TOPO 86/27/87 Xl .588 19.888 458.888 582.888 315.888 415.888 435.888 .88~ .888 .88~ GR 484.8~8 .~8 482.888 25.888 48~.888 55.888 478.888 88.8~ 476.8~8 182.8~8 GR 474.888 128.888 472.88~ 146.888 478.8~8 196.~8~ 468.~8~ 25~.~ 468.~8~ 458.~88 GE 454.888 475.888 454.888 498.888 468.888 524.888 478.888 582.888 472.888 688.888 GR 474.~B~ 62~.~ 48~.~8~ 658.88~ 482.~B~ 665.8~8 484.~ 68~.888 .8~ .8~ 455.888 SECTION ADOEO BY NDH ENGINEERS FROH COPPELL TOPO 18/23/87 · 888 ! Xl . 688 12. BBB 37JB. 888 455· 88~ 388.888 368.888 398.888 .888 .888 .888 ~ 488. 888 · 888 474. 888 68. 888 472. 888 185. 888 478. 888 148. 888 478. 888 378. 888 GR ET 468.888 395.888 455.888 485.888 474.888 545.888 488.888 555.888 1122.588 1322.588 SECTION ADDED BY AEI ENGINEERS FRON COPPELL TOPO 83/83/87 388.888 1855.888 1288.888 1255.888 1588.888 NC .888 .888 .845 .888 .888 .888 .888 qT 6.888 7588.888 18588.888 11888.888 15188.888 16888.888 11888.888 ET .888 .888 .888 .888 .888 .888 8.188 SECTION ADDED BY NOI~ EN6INEERS FROH COPPELL TOPO 86/27/87 588.888 12.888 98.888 178.888 488.888 F 11/85/87 16:43:45 QT 6.888 7588,888 18588.888 11888.888 15188.888 16888.888 11888.888 .8~ .888 ET .888 .888 .888 .888 .888 .888 8.188 1268.888 1468.888 PROFILE SECTION N - SURVEY SECTION 14 PASE 8 Xl 22688.888 16.888 1397.888 1447.888 378.888 358.888 388.888 .888 .888 GR 487.788 1888.888 485.288 1188.888 478.688 1288.888 474.388 1233.888 472.488 GR 473.888 1397.888 458.688 1412.888 459.888 1425.888 461.588 1435.888 474,788 GR 475.688 1588.888 479.388 1688.888 485.188 1788.888 498.288 1888.888 497.388 GR 5~2.288 2888.888 .888 .888 .888 .888 .888 .888 .888 ET .888 ,888 .888 .888 .888 .888 8.188 66.888 246.888 SECTION ADDED BY NDIfl ENGINEERS FRON COPPELL TOPO 86/27/87 X1 2.~88 21.888 188.888 175.888 518.888 548.888 GR 487.888 .8~ 486.~8~ 18.8~ 484.~ 33.~ GR 478.888 78.888 476.888 95.888 474.888 188.888 GR 46~.~8~ 135.888 459.688 147.888 468.888 155.888 GR 474.888 188.888 476.888 225.888 478.888 295.888 GR 58~,888 798.888 .888 .888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.188 1841.888 1391.888 83/83/87 SECTION ADDED BY AEI ENGINEERS FRON COPPELL TOPO 478.~8 48~.~ .e~e SECTION ADOED BY NOH ENGINEERS FROH COPPELL TOPO ~6/27/87 Xl ~.~ 19.~ 146.~ 271.~ 31~.~ 45E.E~E 465.~ .~ .~E~ .~E~ GE 489.~ .~ 488.~ 4.~ 486.~ 14.~ 484.~ 42.~ 482.~ 62.~ GR 48~.~ 12~.~ 475.~ 146.~ 47~.~ 172.~ 464.3~ 181.~ 464.3~ 196.~ GR 47~.~ 215.~ 475.~ 271.~ 48~.~ 326.~ 482.~ 347.~8 484.~ 37~.~ BR 488.~ 391.~B 488.~ 418.~ 49~.~B~ 462.B~ 492.BB~ 49~.8~ .~B~ .~ SECTION ADDED BY NON ENGINEERS FROH COPPELL TOPO ~6/27/87 Xl 4.~ 19.B~8 19~.~B~ 315.~ 35~.~ 54~.B8~ 56~.~88 .8~B .~B~ .~ ~R 491.~ .~ 49~.~B~ 32.~ 488.~ 48.~ 486.~ 75.~ 484.~ 125.~ GR 482.~ 168.~ 48~.~ 19~.~ 47~.~ 218.~ 465.7~ 228.~ 465.7~ 24~.~ GR 47~.~ 255.~ 48~.~ 315.~ 482.~ 325.~ 484.~ 45~.~ 486.~ 525.~ GR 488.~e~ 55~.EeE 49~.~E~ 586.E~ 492.~E~ 635.EeE ~94.EeE 665.E~ .E~E .E~E 1 11/85/87 16:43:45 PAGE 9 SECTION ADDED BY NOH ENGINEERS FRON COPPELL TOPO ~6/27/B7 Xl 5.~8~ 1B.~88 98.e8~ 2e8.~ 1~8.8~8 16~.~ 145.8~ .~e~ .~ .~ GR 491.~ .~ 49~.~ 25.~ 488.~8 4~.~ 486.~ 52.~ 484.~ 78.~ GR 482.~ 82.~ 48~.~ 98.~ 47~.~ 113.~ 468.~ 1~3.~ 465.9~ 148.~ GR 485.9~ 158.~ 47~.~ 172.~ 48~.~ 2~8.~ 482.~ 3~.~ 484.~E~ 355.~ GR 486.~ 41~.~E~ 488.~ 475,~e~ 49~.E~ 535.~ .~ .~EB .~e .B~ SECTION ADDED BY NDI'I EN6INEERS FROM COPPELL TOPO 1~/27/87 X1 6.~88 15.~8 184.9~ 263.~ 5~.~8 95.~ 9~.~e8 .g~ .egg .~ ? GR 491.~E .~E 49~.~ 35.~E~ 484.~B~ 65.~ 482.~ 9~.E~E 48E.E~E 17E.E~E ~ GR 476.~ 184.~ 47~.~ 2~5.~ 466.8~ 215.~ 466.8~ 225.~ 47E.E~ 245.~ GR 476.~88 263.888 488.888 275.888 486.888 325.888 488.888 375.888 498.888 438.888 NC .888 .888 .845 ET .888 .888 .888 Xl 25885.888 16.888 1537.888 ~'~ SR 498.888 1417.888 488.888 ~ 488.788 1537.888 472.888 SR 478.488 1593.888 482.588 ~ GR 498.888 1848.888 .888 45.888 486.888 467.388 482.488 8.188 1537.888 1627.888 484.888 1445.888 483.888 467.188 1572.888 467.288 486.888 1758.888 488.888 ET .888 X1 25135.888 ~" GE 492.888 GR 481.888 GR 467.188 ~ GR 486.888 · 888 .888 8.188 1534.888 1623.888 .888 48.888 68.888 58.888 .888 .888 .888 488.888 1427.888 486.888 1437.888 484.888 1445.888 473.588 1556.888 467.188 1559.888 467.888 1578.888 478.488 1688.888 484.288 1623.888 485.188 1643.888 .888 8.188 1188.588 1285.588 .888 START CHANNEL IMPROVEMENT FOR DENTON TAP ROAD BRIDGE REPLACEMENT PRO,] Xl 25185.888 22.888 1128.888 1186.888 GR 494.888 918.888 492.888 1888.888 6R 484.888 1858.888 482.888 1878.888 GE 467.688 1148.888 469.888 1166.888 GR 481.888 1196.888 482.888 1284.888 GR 498.888 1324.888 494.888 1335.888 11/85/87 16:43:45 58.888 .888 .888 .888 488.888 1838.888 486.888 1838.888 478.888 1128.888 467.788 1135.888 475.888 1176.888 488.888 1186.888 484.888 1288.888 485.888 1389.888 PA6E 18 ET .888 .888 .888 .888 .888 .888 Xl 25235.888 21.888 1879.388 1166.888 58.888 58.888 6R 494.888 928.888 492.888 1888.888 498.888 1818.888 GR 484.888 1848.888 482.888 1868.888 488.588 1879.388 GR 467.988 1186.388 469.888 1145.888 475.888 1156.888 GR 482.888 1184.888 483.888 1186.888 484.888 1188.888 8.188 1872.658 1172.658 58.888 .888 .888 488.888 1828.888 486.888 477.988 1882.388 467.988 488.888 1166.888 481.888 485.888 1251.888 498.888 ET .888 .888 .888 Xl 25288.888 18.888 1846.388 GR 494.888 928.888 492.888 6R 484.888 1843.388 482.288 GR 475.888 1141.888 488.888 GR 485.888 1214.888 498.888 .888 .888 55.888 25.888 498.888 1818.888 468.288 1861.788 481.888 1153.888 494.888 1239.888 8.188 1844.658 1154.658 45.888 .888 .888 488.888 1835.888 486.888 467.488 1869.388 469.888 482.888 1178.888 484.888 Xl Z55Z5.888 GR 475.888 GR 468.588 GR 481,888 GR 494.888 58.888 38.888 45.888 .888 487.888 1823.888 485.888 1827.8~ 467,888 1855,288 467,988 1878,888 478,888 1151.888 475,888 1148.8~ 484.888 1173.888 485.888 1188.888 1163.888 .888 488.888 1837.8~8 467.388 1879.688 488.888 1149.888 498.888 1281.888 18 ET .BdB .Bdd .dBd .dBd .ddB .ddB 8.1Bd 1B26.ddd 1156.BBd .dBB Xl 25375.ddd 19.dBB ldBd.dBB 1162.Bdd 5d.BBB 5B.ddd 5B.BBd .BBB .dBB .dBB GR 494.ddd 88B.BBB 491.3dd lddB.ddd 487.dBd 1B17.BdB 485.BBB 1B2B.dBd 48B.BBB ld3B.BBB 6R 475.ddd 1B38.BdB ~7B.BdB ld47.dSB 468.~B~ ldSd.BdB 468.4dd 1118.~B 467.9dB 1121.7dB GR ~82.dBB 1165.BdB 485.BdB 1171.ddB 49B.BBd 1182.~d 494.BdB 1191.BdB .BBd .ddB ET .ddd .BBB .Bdd .ddd .BdB .dBd X1 25421.ddB 11.dBB 11BB.BdB 13BS.BBB 84.BBB ld.BBd GR 495.BdB ldBB.dBB 495.BBB 11Bd.dBd 489.43B 11BB.ddB GR 468.5dB 1235.BBd 481.62d 1263.BBB 482.BBB 1282.BBd GR 495.BBB 14dB.ddd .BBB .BBB .BBB .BBB 468.5Bd 491.75B .BBB BRIDGE - DOI,t~TRF_AM SIDE PROPOSED DENTON TAP ROAD 1127.5Bd .BBB 1147.BBB .BBB 1127.5BB 1277.5BB .BBB 1277.5BB .BBB Xl 25422.dBd 18.BBB lldd.SB8 13B5.BdB 1.BSd 1.~BB 1.BBB .BBB .B~B .dEE BT .BBd 13dS.d~B 495.BBB 491.75B .BB~ .BBB .BBB .BBB .BBB .BBB GE 495.BBd l~d.ddB 495.BBB 11dd.BBB 489.43B 11BB.dBB 468.5Bd 1147.B~B 468.3BB 1167.5BB GR 49d.57d 1167.5EB 49B.57B 117d.ddd 468.2dB 117d.dBd 468.dBd 119d.ddd ~68.5Bd 1235.d~ GR 49e.47d 1235.BBB 49B.4?B 1237.5~d ~69.75B 1237.5BB 481.62~ 1263.BBB 482.BBB 1282.BBB GR 491.75e 13BS.BBd 495.BdB 13BS.dBd 495.BBB 14dd.BBd .BBB .BBB .BBB .BBB 1 11/B5/87 16:43:45 PAGE 11 PROPOSED DENTON TAP ROAD BRIDGE - UPSTREAM SIDE X1 25542.~B 1B.dB8 lldB.BBd 13B5.BBd 12B.BBB 12~.BBB BT -4.BBB 11BB.dBB 495.BBd 49B.d3d 117B.dBE 495.ddd GE 49d.32d 1167.5B~ 4gB.32B 117B.BdB 468.9dd 117d.BBd ff,, GR ~gB.57d 1235.BBB 49B.57B 1237.5BB 47B.45B 1237.5Bd 49B.32B .BBB 469.2dB 481.62B .BBB 1127.5dB .BBB .BBB ll9E.BdB 1277.5BB .BBB 469.B~ 469.2BB .BBB · BBll 49B.57B 1167 .SBll 1235· B~IB 1282. BBil · BBB ET .ddd .BBS .~B~ .ddB .~ .BBB 8.11B 1127.5BB 1277.5BE .BBB X1 25543.~BB 11.BBB 11BB.BdB 13BS.BBB 1.BBB 1.dBB 1.~B .BBB .BBB .B~E GR 495.dBd I~B.BBd 495.~e~ ll~.~dB 489.4~ 11~.~ 469.2~ 1147.B~ 468.7~ 119~.~ GR 469.2~ 1235.BBB 481.62B 1263.~Bd 482.BdB 1282.dB~ 491.75B 13BS.dBB 4gs.BBB 13BS.BBB ET .d~d .BdB .ddB .Bd8 .d~ .dBB B.1B~ ldB2.5~d 1172.5~ .~ GR 495.dBd ldBB.dBB 49B.BBB ldld.~BB 485.BB~ 1B2~.dSB 48~.BSB 1B3~.~SB 475.~ 1B4~.BB~ GR 47B.BdB ld5d.dB~ 468.9dd 1B7~.Bdd 469.BB~ ld76.~ 469.~ 1B83.B~ 47B.BBB 1119.B~ 6R 475.BB~ 1128.BBB 48B.~BB 1136.dBB 481.dBB 1138.BdB 482.BBB 1149.BB~ 485.BBB 1155.B~ 6R 486.ddd 1158.Bdd 49B.~Bd 12BB.dBd 492.BSd 131~.BBB .dU .BBB .BBB .d~l 11 ~ Xl 25618.~08 16.888 1822.888 GE 495.8~8 1888.888 498.888 ~'~ GR 478.888 1852.888 469.588 i GE 481.888 1136.888 482.888 GE 492.888 1278.888 .888 .388 ·888 28.888 485.888 478.888 485.888 .888 .888 .888 58.888 1822.888 1117.888 1151.888 ET .888 .888 .888 .888 .888 .888 X1 25668.888 27.888 1834.888 1185.888 55.888 58.888 GE 495.888 1888.888 498.888 1822.888 485.888 1838.888 GE 483.888 1~58.888 482.888 1868.888 481.888 1868.888 GE 478.888 1878.888 477.888 1888.888 476.888 1882.888 GE 469.188 1896.888 469.488 1184.888 469.188 1114.888 GE 488.888 1178.888 481.888 1172.888 482.888 1177.888 GE 498.888 1278.888 492.888 1295.888 .888 .888 ET .888 .888 .888 .888 Xl 25714.888 17.888 1218.888 1386.888 ~ GE 494.888 938.888 492.888 1888.888 GE 484.288 1235.888 484.888 1248.888 ~ GR 478.888 1351.888 475.888 1359.888 i GE 498.888 1488.888 492.888 1498.888 1 F r 11/85/87 16:43:45 78.888 498.888 481.888 488.888 ·888 48.888 1168.888 1252.888 1367.888 .888 Xl 25754.888 27.888 1154.888 1279.888 45.888 38.888 GE 498.888 1888.888 485.888 1112.888 488.888 1123.888 GE 481.888 1154.888 488.888 1168.888 479.888 1166.888 GE 478.888 1183.888 489.188 1281.888 469.288 1289.888 GR 488.888 1242.888 479.888 1245.888 478.888 1249.888 GE 478.888 1273.888 479.888 1275.888 488.888 1277.888 GE 486.888 1288.888 498.888 1458·888 .888 .888 .888 8.188 58.888 488.888 475.888 486,888 8.188 58.888 485,888 488.888 475.888 478.888 485.888 8.188 46.888 488.888 488.888 485.888 8,188 48.888 488.888 478.888 478.888 477.888 481.888 .888 1881.588 .888 1832.888 1126.888 1154.888 1814.588 1834.888 1871.888 1884.888 1154.888 1185.888 1288.888 1188.888 1293.888 1388.888 · 888 1128.588 .888 1138.888 1171.888 1214.888 1256.888 1279,888 1171.588 .888 475.888 488.888 498.888 .888 1284.588 484.888 479.888 478.888 475.888 486.888 1388.888 486.888 478.888 486.888 · 888 1386.588 481.888 477.888 488.888 477.888 482.888 .888 .888 ·888 1842.888 1134.888 1225.888 .888 1839.888 1875.888 1894.888 1162.888 1188.888 .888 1218.888 1386.888 1386.888 · 888 PAGE 12 .888 1141.888 1173.888 1238.888 1268.888 1281.888 .888 NC .888 .888 .845 .888 .888 ·888 .888 .888 .888 QT 6.888 7688.888 18688.888 11988.888 15188.888 14588.888 11988.888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.188 1158.888 1378.888 Xl 25828.888 19.888 1245.888 1291.888 55.888 72.888 66.888 .888 .888 GR 498.488 1888.888 484.888 1165.888 483.888 1182.888 488.888 1245.888 478.888 GR 469.388 1258.888 468.488 1275.888 481.888 1291.888 481.888 1376.888 488.888 6R 488.88~ 1464.888 486.888 1485.888 486.338 1498.888 495.888 1498.888 495.888 GR 495.888 1525.888 495.888 1555.888 495.888 1578.888 495.888 1585.888 .888 ET .888 .888 .888 .888 .888 .888 8.188 1846.~E 1239.14E .~ X1 26178.888 18.888 1845.888 1898.888 458.888 238.888 358.888 .888 .888 .888 GR 491.888 1888.888 488.888 1845.888 478.288 1865.888 478.288 1888.888 485.888 1898.888 GE 484.888 1128.888 483.888 1168.888 482.888 1185.888 481.888 1288.888 481.888 1225.888 GR 482.888 1248.888 483.888 1255.888 488.888 1275.888 495.888 1275.888 495.888 1385.888 GR 495.888 1485.888 495.888 1438.888 495.888 1458.888 .888 .888 .1~8 .888 1148.888 ET .888 .888 .888 .888 .888 .888 8.188 · 888 12 r' F X1 26558.888 19,888 1848.888 1148.888 GR 493.588 1888,888 492,688 1818.888 GR 471.188 1888.888 471,188 1895.888 GR 486.888 1148.888 ~87.888 1158.888 GR 495.888 1255.888 495.888 1388.888 NC .878 .~75 .845 ET .888 .888 .88~ PROFILE SECTION g - SURVEY SECTION 17 CHANNEL IMPROVEMENT X1 26888.888 25.888 1758.888 1826.888 GR 588.188 1888.888 588.488 1188.888 GR 588.688 1588.888 587,488 1588.888 GR 493.588 1788.888 484.888 1758.888 GR 486,788 1826.888 489,388 1888.888 GR 495,888 2188.888 495.888 2288.888 NC .865 .878 .845 .888 QT 6.888 6788.888 9488.888 18588.888 ET .888 .888 .888 .888 Xl 27858.888 14.888 182~.888 1878.888 GR 495,388 1888.888 487.888 1823.888 GR 486.988 1878.888 487,388 1184.888 GR 495,888 1188.888 495.888 1284.888 1 11/85/87 16:43:45 PROFILE SECTION R - SURVEY SECTION 17A END OF CHANNEL IMPROVEHENT FOR ONTON TAP X1 27488.888 32,888 1926.888 1992.888 GR 589.588 1888.888 586,788 1188.888 GE 495.188 1422.888 492,388 1443.888 GR 491.688 1713.888 492.288 1731.888 GR 493.288 1926.888 476.688 1955.888 GR 477.788 1978.888 479.388 1988.888 GR 499.188 2188.888 499.888 2288.888 GR 586.88~ 2688.888 588.488 2788.888 EXISTING BETHEL ROAD BRIDGE Xl 27548.888 32.888 1958.888 X3 18.888 .888 .888 ~R 589.788 1888.888 586.788 GR 496,888 1988.888 496.488 13 475.888 1188.888 488.888 1115.888 488.888 1188.888 495,888 1188.888 495,888 1345.888 495,888 1398.888 .888 1733.888 368.888 388.888 358.888 .888 .888 588.188 1288.888 588.588 1388.888 588.888 587.288 1528.888 584,188 1688.888 581.888 475.888 1762.888 472.988 1777.888 479.888 495,888 1888.888 495.888 1988.888 495.888 497.288 2388.888 588,288 2488.888 584,188 .888 .888 .888 .888 .888 .888 13488.888 11388.888 18588.888 .8~ .888 .888 · 888 .888 8.188 1888.888 1125.588 .888 185.888 118.888 165.888 .888 .888 .888 487.688 1116.888 489.988 1164.888 498.288 1188.888 495,888 1354.888 495,888 1464.888 .888 .888 PAGE 13 ROAD BRIDGE REPLACERENT PRO,.] 568,888 388.888 428,888 .888 .888 583.888 1288.888 498.888 1388.888 497,888 492.888 1746.888 493.388 1888.888 493.888 474.688 1968.888 473.988 1965.888 474.488 487.488 1992.888 489.288 28B8.888 495.288 582.288 2388.888 5~4.888 24~8.8~8 586.288 8.118 1968.588 2867.588 148,888 148.888 14~.88~ .888 .88~ .88~ .888 .888 .888 495.888 498.588 .888 583,888 1288.888 499.288 1388,888 496.188 1488.888 492,788 1788.888 492.988 1731.888 493.988 1888.888 496.888 1958.888 491,788 1958.888 486,188 1998.88~ 8.188 l,,,- GE ~8~.3~g 1992.~g~ ~88.6~ 199~.ggg ~77.8~g 2~g2.~gg ~75.~g 282g.B~ GE ~8~.9~ 2~3~.~ ~81.9~ 2~36.~ 498.2~ 2~65.~ ~98.5~B 2~78.~ GE 588.288 2188.888 581.488 2288.888 582.888 2388.888 584.388 2488.888 GE 586.888 2688.888 586.588 2788.888 .888 .888 .888 .888 475.488 2827.888 499.488 2878.888 585.788 2588.888 58 1.858 2.342 Xl 27578.888 .888 X2 .888 .888 " X3 18.888 .888 BT 2.888 1958.888 · 888 .888 8.118 17.888 4.888 1279.158 496.888 .888 .888 .888 .888 .888 2878.888 499.488 498.588 X1 27628.888 32.888 1926.888 1992.888 ,p.,, GE 589.588 1888.888 586.788 1188.888 58.888 58.888 58.888 583.888 1288.888 498.888 GR 495.188 1422.888 492.388 1443.888 491.488 1588.888 489.888 GE 491.688 1713.888 492.288 1731.888 492.888 1746.888 493.388 GE 493.288 1926,888 476,688 1955,888 474.688 1968,888 473.988 GE 477.788 1978.888 479.388 1988.888 487.488 1992.888 489.288 GE 499.188 2188.888 499.888 2288.888 582.288 2388.888 584.888 GE 586.888 2688.888 588.488 2788.888 .888 ,888 .888 1548.848 1992.888 1,688 493.888 474.488 495.288 586.288 ET .888 .888 .888 .888 .888 .888 8.188 2894.928 2222.888 1 11/85/87 16:43:45 PAGE 14 ? Xl 38138.888 28.888 2188.888 2222.888 1688.888 2888.888 2518.888 GE 512.888 1588.888 513.888 1688.888 512.188 1788.888 518.888 GR 581.888 2888.888 588.888 2866.888 495.788 2188.888 492.488 ~ GE 483.888 2287.888 484.888 2212.888 582.888 2222.888 584.488 : GE 518.988 2588.888 511.488 2688.888 512.288 2788.888 512.588 586.388 484.588 587.188 513.188 ; Xl 3~189.888 42.888 2138.888 2263.888 59.888 59.888 GE 517.388 1888.888 516.988 1188.888 516.588 1288.888 P' GR 515.388 1588.888 515.888 1688.888 514.688 1788.888 GE 513.488 2888.888 513.288 2188.888 513.388 2138.888 GE 582.888 2154.888 494.188 2166.888 494.188 2167.888 GE 491.588 2181.888 487.288 2194.888 487.288 2195.888 ! GR 487.188 2221.888 487.188 2222.888 494.588 2234.888 GE 588.288 2249.888 587.288 2288.888 518.488 2263.888 GR 514.888 2588.888 514.4~8 2688.88~ 514.58~ 27~.8~ ~" GE 515.488 3888.888 515.688 3188.888 8.188 2155.588 2245.588 59.888 .888 .888 516.288 1388.888 515.888 514.288 1888.888 513.788 518.288 2138.888 583.988 492.588 2173.888 491.588 486.888 2287.888 486.888 494.588 2235.888 588.288 513.488 2263.888 513.788 514.7~ 28~.E~ 515.1~ ET .~E .8~8 EXISTING STL. & Si~. R.R. BRIDGE 8,11~ 2155,5~e 22~5.5~ .SM Xl 38198.888 58.888 2138.888 2263.888 1.888 1.888 ? BT 2.888 2138.888 513.388 518.288 2263.888 513.488 ; GE 517.388 1888.888 516.988 1188.888 516.588 1288.888 1.888 .888 518.488 .8EE 516.288 1388.888 515.888 14 SR 515.~¢~ 158~.~ 515.~ 16~.~8~ 514.6~ 17~.~ 514.2B~ GR 513.4~8 20~.~ 513.288 218~.~8~ 513.388 2138.888 518.288 SR 51~,4~ 2153.~ 51~.488 2154.~8~ 582.888 2154.8~8 494.1~8 GR 51~.4~ 2167.0~8 494.1~8 2167.~88 492.58~ 2173.8~8 491.5~8 GR 51~.4~ 2181.0~ 491.588 2181.~88 487.288 2194.8~8 518.48~ GR 487.2~ 2195.8~ 486.888 2287.~88 51B.48B 2287.888 518.488 GR 487.1~8 2221.~8 518.48~ 2221.~88 518.488 2222.B88 487.188 GE 51~.4~8 2234.8~8 518.48~ 2235.888 494.58~ 2235.888 5~8.288 GR 51~.488 2249.888 588.28~ 2249.8~8 587.288 2268.888 518.4~8 GR 513.788 2488.888 514.~8~ 2588.888 514.488 2688.8~8 514.588 GR 515.188 2988.888 515.488 3888.88~ 515.688 3188.~8 .888 ET .88~ .888 Xl 38281.888 42.888 GR 515.~88 1588.888 GR 513.48~ 2888.~88 GE 5~2.888 2154.8~8 ~ 491.5~8 2181.~ GE 487.188 2221.~ GR 5~.288 2249.8~ C~ 514,888 25~8.~8~ GR 515.488 3888.~88 1 11/85/87 16:43:45 2138.888 516.988 515.888 513.288 494.188 487.288 487.188 587.288 514.488 515.688 2263.8~8 2166.8~8 2194.888 2222.888 2268.888 2688.888 516.588 514.688 513.388 494.188 487.288 494.588 518.488 514.588 .8~ 1.88E 1288.88E 1788.8~IE 2167.118R 2195.1~88 2234.888 226~ .888 278R.81~8 8.188 1.888 516.288 514.2~8 518.288 492.5~8 486.8~8 494.588 514.788 2155.5~8 2155.588 1888.888 2138.888 2173.888 2287.888 2235.888 2263.888 2888.888 2245.588 2245.588 .888 515.888 513.788 583.988 491.588 486.88~ 513.78~ 515.188 .~E~ 2153.~8 22E8.~88 2248.888 PAGE 15 I ET .888 .888 .8~8 .B88 .~88 .88~ 8.188 2866.958 Xl 3~258.8~8 28.888 2188.888 2222.888 49.888 49.8~8 49.88~ .8~8 GR 512.8~ 1588.888 513.~8 1688.~8~ 512.188 17~8.888 518.888 1888.888 ? 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SR 582.118 1188.888 584.718 1114.888 584.518 1159.888 i GR 583.418 1189.888 584.718 1284.888 587.818 1258.888 /85/87 16:43:45 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 81,82,83,84,85,86 MODIFICATION - 58.51.52.53.54.55.5G IBM-PC-XT VERSION T1 T2 EXTENDED FLOOD INSURANCE STUDY ~ T3 GRAPEVINE CREEK J1 ICHECK INQ NINV F 8. 7. 8. 32 NPROF IPLOT PRFVS ! 15.8~8 .~ -1.~ 8.118 1838.888 1274.888 .888 588.888 .888 .888 .888 514.188 .888 .888 .888 512.188 1829.888 585.688 1849.888 584.888 1249.888 512.188 1271.888 8.118 1823.888 1281.888 128.888 .888 .888 8.188 1836.888 1288.888 288.888 .888 .888 581.718 1893.888 499.818 583.718 1168.888 583.618 522.818 1316.888 .888 11/85/87 16:43:45 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 188 YEAR DISCHARGE ( ET RUN ) OCT 1987 ( 54782 -- GREXET ) IDIR STRT NETRIC HVINS Q XSECV XSECH FN ALLDC THIS RUN EXECUTED 11/85/87 I,E, EL FQ 457.698 ..888 CHNIH ITRACE PAGE 17 18:45:59 PAGE 18 17 HEC2 RELEASE DATED NOV 76 UPDATED HAY 1984 ERROR CORR - 1~1,~2,1~3,1~4,J~5,1~6 MOD[FICATI'ON - 58,51,52,55,54,55,56 IBM-PC-XT VERSION THIS RUN EXECUTED 11/85/87 16:47:85 NOTE- ASTERISK (~) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SIJ~RY OF ERRORS LIST GRAPEVINE CREEK SUMMARY PRINTOUT TABLE 11~ SECNO CNSEL DIFKWS E~ TOPNID QL08 QCH QROB PERENC STENCL STCHL STCHR STENCR 1535~.~8~ 457.86 15358.88~ 457.69 .~B 458.56 619.~7 385.96 6422.38 4191.67 .~ .B~ 1527.~e 1588.~e .Se -.17 458.49 5e5.43 368.54 6665.85 5965.61 82~.~e 1147.5~ 1527.Be 1588.88 1967.58 15~4~.8e~ 458.35 15448.~8 458.32 .~ 458.9~ 147.~ -.~3 458.87 147.88 · ~B .8~ .~8 1125.~e 1272.~ .~ · ~ 147.88 1125.B~ 1125.~B 1272.B~ 1272.88 15478.88~ 458.4~ 15478.888 458.37 15528.8~8 458.~ 1552~.888 458.26 458.95 147.~8 458.92 147.88 .B~ .SB .88 1125.88 1272.88 .~ · B8 147.~ 1125.8~ 1125.~ 1272.~8 1272.B8 .~ 459.26 656.58 72~.8~ 8736.~9 1545.11 .88 .BE 1527.~8 16~8.B~ .B~ -.~4 459.24 585.47 71~.96 8751.42 1537.62 65~.~ 1242.5~ 1527.~ 16~8.~ 1892.58 156~.~8~ 458.78 1568~.88~ 458.76 15618.888 1561~.~ 459.98 15638.808 468.~7 15638.8~ 468.83 1564~.~8~ 46~.12 1564~.888 46~.~8 1565~.~ 46~.13 1565~.~8~ 468.~9 .~8 459.54 129.~ -.~2 459.52 129.8~ · B~ .8~ .~ 1321.88 1458.88 .~ .~ 129.~ 1321.~8 1321.~8 145~.~ 145~.8~ .~ 468.62 129.~ -.82 468.68 129.~B .~ 46~.66 198.68 8~7.12 9558.62 634.27 .~ .~ 1115.~ 1218.88 .~ -.~4 46~.64 188.4~ 719.82 9644.82 635.36 428.34 1~69.73 1115.8~ 121~.~8 1498.~7 .8~ 468.68 194.28 648.64 9582.2~ 769.15 .8~ .88 11~2.~B 128~.~ .~8 -.84 468.65 174.68 562.81 9665.47 771.75 421.85 1~7~.85 11~2.~8 12~.~ 1492.78 .~ 46~.69 194.42 649.82 9579.97 77~.21 .B~ .~ 11~2.B~ 128~.8~ .~ -.~4 46~.67 174.87 565.18 9662.~8 772.74 424.75 1~7~.65 11~2.~ 12~.~ 1495.4~ 1566~.8~ 46~.81 1566~.~B~ 459.96 .~ 468.76 175.11 554.54 938~.41 1865.~5 .~ .8~ 1~89.~ 1178.e8 .~ -.~5 468.74 157.64 464.39 9466.96 1868.64 418.53 1~7.23 1889.~ 117~.~ 1477.7~ 15688.~8e 46~.3~ 1568~.8~8 468.28 .~8 46e.82 19e.78 -.~2 46~.8~ 189.61 .84 18999.89 .8~ 18999.94 .~7 .~ .~ 1~52.~ 124~.~8 .~ · 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.88 .15 464.63 328.88 3461.36 7258.31 1888.33 328.88 1321.88 1488.~8 1558.88 1849.88 .88 464.23 573.63 6158.62 4628.92 1828.46 .88 .88 1498.88 1545.8~ · 15 464.89 318.88 3958.21 6438.28 1411.51 318.88 1348.88 1498.88 1545.88 .88 464.45 537.23 4133.51 6868.78 797.78 .88 .88 1488.88 1553.88 .18 465.22 283.88 2562.29 8565.31 672.48 283.88 1315.88 1488.88 1553.88 464.76 577.83 4572.52 6269.79 1157.69 465.78 255.88 1658.34 8576.84 1565.62 · 88 465.15 591.61 3914.18 6478.13 1487.77 .88 .88 1465.88 1538.88 .88 · 33 466.48 198.88 1585.95 9326.88 967.18 198.88 1393.88 1465.88 1538.88 1583.88 · 88 465.58 568.58 1251.33 9789.71 838.96 .94 466.76 165.88 413.74 18895.64 498.62 .88 466.88 128.88 1.82 467.98 128.88 .88 11888.88 .88 11888.88 .88 .88 .88 1788.88 1828.88 .88 · 88 128.88 1788.88 1788.88 1828.88 1828.88 .88 467.86 128.88 1.82 468.89 128.88 11888.88 11888.88 .88 1828.88 · 88 468.54 612.38 3373.76 7216.87 1288.17 .88 .88 · 95 469.54 358.88 2814.88 8478.82 1315.18 358.88 1258.88 .88 468.63 774.29 4369.99 5649.11 1788.98 .88 .88 1885.88 1868.88 .88 .91 469.68 378.88 2777.34 6728.62 2294.84 378.88 1651.58 1885.88 1868.88 2821.58 · 88 469.19 689.89 2975.68 7897.32 927.88 .88 .88 1.82 478.27 378.88 2269.67 8658.71 879.62 378.88 255.88 · 88 469.96 655.35 1171.33 6695.65 3933.83 .88 .88 318.88 385.88 .88 · 95 471.84 378.88 1639.86 7568.49 2599.66 378.88 162.58 318.88 385.88 532.58 · 88 471.11 579.88 2629.14 5895.79 3475.87 .88 .88 315.88 372.88 .88 1.81 472.11 378.~8 2628.87 5989.51 3269.62 378.88 158.58 315.88 372.88 528.58 19 11/95/87 16:43:45 PASE 471.55 472.46 472.27 473.94 471.95 472.73 474,1d 474.38 477.38 477.97 478.39 482.51 482.8d 485.39 485.95 494.23 484.53 484.79 485.16 485.43 484.98 485.21 483.98 485.91 485.77 486.55 486.54 487.e3 487.42 CNSEL DIFKWS EG TOPWID QLOB QCH QROB PERENO STENCL STC~L STCHR STEN~R 472.d3 464.44 3442.83 83E4.19 52.98 .EE .Ee 1497.EE 1599.dE .dE 472.87 37E.EE 3514.75 8255.94 31.52 37E.EE 1225.ee 1497.EE 159E.EE 1595.EE · Ee 472.55 459.19 3852.97 7952.84 14.19 .EE .ee 45d.~E 582.eE .ee · 77 473.29 35d.EE 39E4.99 7895.EE .ee 35d.dE 225.EE 45~.~E 582.EE 575.EE .EE 473.89 393.11 1E24.66 1E716.48 58.86 .EE .Ee 37e.ee 455.Ed .de .78 474.41 25E.EE 11E1.66 ld698.34 .dd 25E.EE 2E5.dE 37E.EE 455.Ed 455.~E .EE 476.E1 393.12 418.66 ldEE4.51 1576.83 .EE .ed 119E.EE 1255.dd .dE .28 476.48 2~E.dE 497.2E 1E462.99 839.81 2EE.EE 1122.5E 119E.EE 1255.~d 1322.5E 478.E9 525.58 654.19 9463.5d 17d2.32 .Ee .Ee 478.65 18d.~d 599.79 1EE91.dd 11d9.21 18E.E~ 32.~d 76.e~ 146.EE .dd 76.Ed 146.Ed 212.Ed .de 479.42 359.32 3d7~.68 8254.95 474.57 .gE .E9 1397.Ed 1447.Ed .Ee · 42 48d.d1 2dE.~d 2967.48 8716.34 116.19 2dd.~d 126E.~ 1397.~d 1447.~d 146d.Ed .dd 481.45 271.16 318.78 ldd25.91 1455.31 .56 481.96 188.Ed 385.37 1~146.81 1267.82 .EE 483.E4 366.3E 888.99 1dgd7.E4 .39 483.58 348.85 992.54 1dBd2.22 3.97 .EE .dd 1215.Ed 1385.EE .EE 5.44 35E.EE 1d41.dB 1215.Ed 1385.dE 1391.dd .de 483.73 3d8.73 457.48 1E615.28 727.24 .Ee · 29 484.E3 22E.dd 48d. 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1e7g.3E 1166.eE 1172.65 2E I 11/~5/87 16:43:45 PAGE 21 SECNO 2528~.~ 487.35 2528~.~ 487.88 25325.~ 487.57 25325.~ 488.1~ 25375.~E 487.63 25375.~ 488.15 25421.0~ 487.82 25421.~ 488.32 25422.e~ 487.8e 25422.~e~ 488.3~ 25542.~e~ 487.84 25542.~e~ 488.34 25543.~e 487.88 25543.ed~ 488.38 25568.ddd 487.75 25618.ddd 487.76 25618.ddd 488.3~ 25668.ed~ 487.89 25668.ddd 488.42 25714.~e 487.89 25714.eee 488.42 25754.d~d 488.dl 25754.eee 488.46 2582~.~ 488.24 2582~.~ 488.25 2617e.e~e 488.59 2617~.B~ 489.42 2655~.e~ 489.99 2655~.e~ 49~.83 2688E.dde 491.1d 2688~.ee~ 491.91 CNSEL DIFKNS EG TOPWID QLO8 QCH QROB PERENC STENCL STCHL STCHR STENCR · ~e 487.98 183.98 · 52 488.52 11~.e~ 25.79 11422.7e 351.51 .ee .eE 1e46.3d 1153.ee .~e 5.79 11786.43 7.79 11e.e~ le44.65 le46.3~ 1153.~ 1154.65 .~ 488.e3 174.41 .53 488.57 .18 11741.88 57.94 .~e 13E.E~ 1833.~ 1d23.d8 1173.d~ 1163.~8 .E~ 488.e8 162.24 · 52 488.81 · ~ .~e .de lde~.d~ 1182.~ .~ .dd 13e.~ 1d26.e~ ldde.eE 1182.ee 1156.8E · eE 488.12 192.d9 · 5~ 488.65 15e.e~ · ~ .de .~e 11de.eE 13d5.ed .~d · de 15e.ed 1127.5~ 11e~.e~ 13e5.ee 1277.5d .~ 488.14 187.d7 .SE 488.67 145.de · ~e .~ .ee 11de.ee 13e5.ee .~ · ~ 15e.e~ 1127.5e 11e~.de 13~5.~B 1277.5~ · ~e 488.19 187,15 · 5B 488.73 145.d~ .ee 158.~d 1127.5e 11~.e8 13~5.~8 1277.5~ .ee 488.2d 192.32 .51 488.74 · ~ 15d.~d 1127.5~ 11ee.ee 13es.de 1277.5e · e~ 488.35 161.92 · 54 488.85 159.18 5.38 11778.57 8.17 11764.77 16.e5 .de .dE ld2e.dE 1155.dd .eS 27.87 17e.e~ 1~e2.5d 182~.ee 1155.8e 1172.5~ · e~ 488.43 168.99 .54 488.92 156.13 5.87 11769.63 8.85 11753.~7 24.51 .ee .ed 1822.~d 1151.ed .de 38.E8 17e.ee leel.5~ 1~22.e~ 1151.~e 1171.5d · ed 488.5~ 2dl.39 · 53 488.98 179.98 21.e9 11746.63 27.21 1173~.3E 32.29 .dE .ee le$4.ee 1185.de .dE 42.5e 19d.d~ 1~14.5e 1~$4.~e 1185.ee 1284.5e .8~ 488.61 252.54 · 53 489.~8 188.ee 22.27 11739.84 3.98 11791.99 37.89 .~e .~e 121e.ee 1386.e8 .e~ 4.e2 18~.~ 12eS.~e 121e.dd 1386.8d 1388.E~ · ~e 488.69 324.84 897.32 ld762.~ 14~.68 .e~ .ee 1154.ee 1279.ee .~ .45 489.16 18~.ee 541.51 1112d.15 138.34 18~.de 1126.5e 1154.ed 1279.e~ 13e6.se 488.81 434.41 1566.59 5941.91 4391.49 .ee .e~ 1245.e~ 1291.ee .e~ 489.45 22~.~ 1781.55 7756.B9 2442.$8 22~.~E 1158.~ 1245.E~ 1291.~ 1378.~ .ee 489.89 262.75 441.15 7369.37 4889.48 .~ .~ 1~45.ee ld9e.e~ .d~ .84 498.68 194.14 .~ 75~3.19 4396.81 194.14 1~45.~ 1~45.~ 1~9~.~ 1239.14 .~8 491.49 166.27 33e.75 11322.19 247.~7 .~e .~ 184e.~ 114~.~ .ed · 84 492.33 1~.~ .~ 119~.e~ .~ 1~.~ 1~4~.d~ 1~4~.~ 114~.d~ 1148.~ .~e 492.96 166.21 339.38 111e6.4~ 454.22 · 81 493.66 11~.ed 334.64 11326.d2 239.34 11e.ed 1733.ee 175e.dd 1826.ed 1843.de 21 27~5~.8~ 491.78 27~5~.~ 492.42 .ee 493.89 174.44 138.E4 8917.~7 1444.89 .eE .88 1~23.~E 1~78.8E .~8 .64 494.51 122.29 183.15 9165.52 1151.33 125.5E 1888.8e 1e23.eE 1878.88 1125.58 11/~5/87 16:43:45 PAC-~ 22 SEC~O Ct, ISEL DIFKNS 494.71 495.28 EG TOPHID QLO8 GCH QROB PERENC STENCL STCHL STCHR STENCR .~ 495.28 598.91 3333.84 6988.79 266.18 .~ .88 1926.8~ 1992.~ .88 · 49 495.93 415.~8 2699.14 7674.8~ 126.96 415.~ 1585.E8 1926.88 1992.8~ 288~.88 27548.~88 494.69 .~ 496.88 187.18 .8~ 18588.88 27548.8~8 495.27 .59 496.55 97.65 .~ 1~58~.88 27578.888 494.93 .Sd 496.23 187.25 2757~.08~ 495.49 .56 496.76 97.68 27628.~e8 495.62 27628.8~8 496.15 582.17 5~2.B8 582.14 582.71 581.97 582.56 582.39 582.88 3~2~1.e~8 5~2.98 3~2~1.888 5e3.38 38258.888 584.82 38258.~8~ 584.28 31318.B88 586.15 31318.8e8 5E6.48 31488.~8 5e6.33 31488.8~ 586.73 315~d.80d 507.78 315~.~ 5~8.22 31758.~8 5~8.5~ 3175~.888 588.77 32748.~8~ 588.98 32748.888 589.49 34845.888 5~9.65 · SE .88 .~8 1958.88 2878.88 .88 .dE 187.d8 196d.5~ 195d.dE 2d78.dE 2867.58 .dS .dd .dd 1959.~8 2878.98 .~g .88 187.8~ 1968.58 1958.88 2~79.~ 2~67.58 .B~ 496.43 598.79 2733.57 7522.46 243.97 .88 .Be 1926.88 1992.88 .~8 .53 496.95 443.96 2828.38 7679.62 .88 443.96 1548.~4 1926.88 1992.88 1992.88 .88 583.38 241.34 4493.24 6886.38 · 51 583.86 127.~8 4318.35 6181.65 · 46 .88 .88 218d.88 2222.88 .88 · 88 127.88 2894.92 2188.~ 2222.88 2222.88 · 88 583.87 98.12 · 57 584.32 · dS 2138.88 2263.88 2155.58 2138.~8 2263.8~ 2245.68 · 8~ 504.86 98.73 · 6~ 584.48 84.8~ 98.88 2155.58 2138.~ 2263.88 2245.5~ · 8~ 5~4.32 91.45 · 49 5~4.69 84.88 · ed 2138.d8 2263.88 2155.58 2138.88 2263.88 2245.58 .~ 5~4.46 99.88 .B8 1~5~8.8~ .~E · 4~ 584.81 9~.8~ .~8 18588.B8 .~8 · 88 .~E 2138.8~ 2265.~8 .88 9~.eE 2155.58 2138.88 2263.8E 2245.58 .~ 584.68 337.29 5~55.58 5372.63 .26 585.B2 155.85 4947.62 5552.38 71.79 .88 .8~ 2188.88 2222.8~ .88 .~ 155.85 2~66.95 218~.~8 2222.8~ 2222.~8 .8~ 586.65 418.98 6288.39 4211.61 · 33 587.~9 179.99 6876.25 4423.75 · 88 .88 .88 1863.E~ 1928.~8 .8~ .~ 185.68 1734.4~ 1863.88 1928.8~ 1928.88 · 8~ 5~7.19 118.88 .4~ 587.53 117.97 · 0~ 508.46 119.43 .44 5~8.86 119.~ · 88 185E~.~ .eE .ed .88 1795.8~ 1915.~ .8~ .~ 118.88 1796.88 1795.8~ 1915.88 1914.88 .~8 .~8 .~ 1795.~ 1915.~ .~ .~ 119.8~ 1795.5~ 1795.~ 1915.~ 1914.5~ .~ 5~8.68 248.57 · 27 5~9.13 154.B6 .88 5~9.11 255.54 .59 589.68 246.88 .~8 246.E8 1822.75 1888.88 1295.58 1278.75 589.91 267.32 .88 11288.88 .88 .~ .~ 18~8.8~ 1351.88 22 .,,. 1 1 34~45.~8~ 518.12 3433~.~ 589.88 3453~.~ 51~.32 11/~5/87 16:43:45 SEC:NO CNSEL DIFKI,~S 34348.~8 589.92 .88 34348.8~8 51~.34 .43 3487~.~8 511.~B .88 34878.~8~ 511.35 .27 3545~.~8~ 512.14 .~8 3545~.888 512.3~ .17 3557~.~ 512.39 .88 35578.888 512.54 .15 35778.8~8 512.71 .~ 35778.888 512.83 .12 11/85/87 16:43:45 .47 518.36 259.57 · 88 518.33 254.58 .43 51~.72 247.~8 ES TOPWID 518.36 254.67 518.75 247.88 511.55 259.79 511.79 255.37 512.64 244.~3 512.79 244.88 512.87 258.81 513.88 257.71 513.44 244.27 513.53 241.43 SLt'/qARY OF ERRORS AND SPECIAL NOTES QLOB QCH .~8 11288.88 .88 11288.88 .88 11288.88 · 88 267.88 1842.~8 18~.88 1351.~8 1389.~8 · ~8 254.~8 1857.58 1~88.88 1329.e8 1291.5~ PAGE 23 QROB STENCL STCHL STCHR STENCR · 88 1888.88 1329.88 .8~ 1837.58 1888.88 1329.88 1291.5~ · 88 1888.88 1332.88 .88 1836.58 1888.88 1332.88 1295.58 1~3~.88 1882.88 13E2.88 1274.88 1823.88 18E2.8~ 1382.8~ 1281.8~ 1836.8~ 1888.88 1316.88 1288.8e PA~E 24 CAUTION SECNO- 25885.888 PROFILE- I CRITICAL DEPTH ASSUHED CAUTION SECNO- 25885.888 PROFILE- I MINIMUH SPECIFIC ENERGY 1 11/85/87 16:43:45 FLOODWAY DATA, GRAPEVINE CREEK PROFILE NO. 2 ....... FLOODI4AY ....... ~TER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODNAY FLOODNAY 15358.~8~ 585. 2192. 5.~ 457.8 457.9 -.1 15448.8~ 1~7. 1841. 6.8 458.3 458.3 .8 15478.~ 147. 1849. 6.8 458.4 458.4 .8 23 PAOE 25 1552~.888 585. 2887. 5.5 15688.~88 129. 1577. 7.8 15618.888 129. 1734. 8.3 15638.888 188. 1969. 5.6 15648.888 175. 1998. 5.5 15658.888 175. 2881. 5.5 15668.888 158. 1738. 6.$ 15688.888 198. 1898. 5.8 15738.888 218. 2818. 5.5 16488.888 638. 4158. 2.6 17688.888 615. 2698. 4.4 17988.~88 367. 2848. 4.2 18158.888 328. 2197. 5.4 18218.808 318. 2883. 5.9 18248.888 283. 1568. 7.6 18328.888 255. 1633. 7.2 18458.888 198. 1428. 8.3 18588.888 165. 1281. 9.2 18578.888 128. 966. 12.2 18688.888 128. 966. 12.2 18615.888 358. 3535. 3.3 18658.888 378. 2948. 4.8 · 188 378. 3888. 3.8 .288 378. 2487. 4.9 · 388 378. 295g. 4.8 28548.888 378. 3145. 3.8 .588 358. 3595. 3.3 · 688 258. 1433. 8.2 21698.888 288. 1297. g.1 1.888 188. 1648. 7.2 22888.888 288. 1566. 7.5 2.888 188. 1577. 7.5 23988.888 34g. 2498. 4.7 3.888 228. 2897. 5.6 4.888 195. 1565. 7.5 5.888 287. 1852. 6.4 24938.888 238. 2488. 4.9 6.888 188. 1688. 7.8 25885.888 98. 796. 14.8 1 11/85/87 16:43:45 458.3 458.3 .8 458.8 458.8 .8 468.8 468.8 .8 468.1 468.1 .8 468.1 468.1 .8 468.1 468.1 .8 468.8 468.8 .8 468.3 468.3 .8 468.5 468.5 .8 461.5 461.5 .8 462.7 462.5 .2 463.8 463.6 .2 463.9 463.8 .1 464.8 463.9 .1 463.8 463.7 .1 464.4 464.2 .2 464.8 464.5 .3 465.1 464.2 .9 465.6 464.6 1.8 466.5 465.5 1.8 469.4 468.4 1.8 469.2 468.3 .g 469.8 468.8 1.8 478.2 469.3 .9 471.6 478.6 1.8 472.5 471.6 .9 473.1 472.3 .8 472,8 472.8 .8 474.4 474.1 .3 477.4 477.8 .4 478.4 478.8 .4 488.6 48~.8 .6 482.9 482.5 .4 483.4 483.1 .3 484.2 483.9 .3 484.8 484.5 .3 485.5 485.2 .3 485.2 485.8 .2 484.8 484.~ .~ PAG~ 28 FLOODNAY DATA, GRAPEVINE CREEK PROFILE NO. 2 STATION ....... FLOOONAY ....... WATER SURFACE ELEVATION WIDTH SECTION ~AN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOOOI, IAY FLOODNAY 25135.888 89. 991. 11.9 25185.888 185. 1271. 9.3 485.9 485.9 486.5 486.5 24 F F r- 25235.~8~ 1~. 1525. 7.7 487.4 487.~ .4 25288.8~8 11~. 1855. 6.4 487.9 487.4 .5 25325.~ 13~. 2134. 5;5 488.1 487.8 .5 25375.~8 13~. 2162. 5.5 488.1 487.6 .5 25421.88~ 15~. 2534. 4.7 488.3 487.8 .5 25422.~88 15~. 2433. 4.9 488.3 487.8 .5 25542.~ 15~. 2359. 5.~ 488.3 487.8 .5 25543.~8~ 15~. 2462. 4.8 488.4 487.9 .5 25568.8e8 159. 2819. 5.8 488.3 487.8 .5 25618.e~8 156. 1915. 6.2 488.3 487.8 .5 25668.~Ee 18e. 2e18. 5.8 488.4 487.9 .5 25714.8~ 18~. 1822. 6.5 488,4 487.9 .5 25754.88~ 18~. 1924. 6.1 488.5 488.~ .5 2582~.~8~ 22~. 1868. 6.4 488.2 488.2 ,8 2617~.~ 194. 1693. 7.~ 489.4 488.6 .8 26558.~88 1~. 1218. 9.8 49~.8 498.~ .8 26888.~ 11~, 122~. 9.8 491.9 491.1 .8 27~5~.88~ 122. 1~41, 1~.1 492.4 491.8 .6 274~.~ 415. 2164. 4.9 495.2 494.7 .5 2754~.~ 98. 116~. 9.1 495.3 494.7 .6 2757B.~8~ 98. 1162, 9.8 495,5 494,9 ,6 27628,~B 444, 2821, 5.2 496.1 495,6 .5 38138.888 127. 1336. 7.9 5~2.7 5~2.2 .5 3~189,888 98. 1833. 1~,2 582,7 582.1 .6 38198,888 98, 945. 11,1 582.6 582,8 .6 38288.888 9~. 972. 18.8 582.9 582.4 .5 38281.88~ 98. 1893. 9.6 583.4 583.8 .4 38258.8~ 155. 1686. 6.2 584.3 584.8 .3 3131~.8~8 18~. 1778. 5.9 586.5 5~6.2 .3 31488.8~E 118. 1458. 7.2 5~6.7 5~6.3 .4 315~8.8~ 119. 1636. 6.4 588.2 587.8 .4 31758.888 154. 2183. 4.8 5e8.8 5~8.5 .3 3274~.~ 246. 3~. 3.5 589.5 5~8.9 .6 34845.~8~ 26~. 2813. 4.8 51~.1 5e9.6 .5 3433~.~8~ 254. 2184. 5.1 518.3 5~9.9 .4 34348.~8~ 254. 2189. 5.1 51~.3 5~9.9 .4 34878.~8 255. 2~92. 5.4 511.4 511.1 .3 3545~.8~8 24~. 1998. 5.6 512.3 512.1 .2 35578.8~8 258. 2861. 5.4 512.5 512.4 .1 3577~.~88 241. 1668. 6.7 512.8 512.7 .1 1 11/~5/87 16:47:21 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - ~1,82,~3,~4,~5,~6 MOOIFIOATION - 5~,51,52,53,54,55,56 IBM-PC-XT VERSION 25 PAGE THIS RUN EXECUTED 11/~5/87 16:47:21 APPENDIX 5 AS-BUILT CONDITIONS EXTENDED BASE FLOODWAY MODEL - HEC-2 WATER SURFACE PROFILES VERSION OF NOVEMBER 1976 UPDATED MAY 1984 IBM-PC-XT VERSION RUN DATE 11/~5/87 TIME 16:48:48 U.S. ARMY CORPS OF ENGINEERS THE HYDROLOGIC ENGINEERING CENTER 6~9 SECOND STREET, SUITE D DAVIS. CALIFGRNIA 95616 (916) 44~-21~5 (FTS) 448-21~5 11/~5/87 16:48:49 X X XXXX)O0( XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X )C<XXXXX XXX)O( HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 81,~2,~5,~4,~5,86 MODIFICATION - 58,51.52,53,54,55,56 IBM-PC-XT VERSION XXXXX X X X XXXXX X X XXXXXXX THIS RUN EXECUTED 11/E5/87 PACE 1 16:48:49 C T1 T2 T3 ,]1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 1~ YEAR DISCHARGE AS-BUILT MOORE ROAD BRIDGE GRAPEVINE CREEK ( 547~2 -- GRPRET ) ICHECK INQ NINV IDIR STRT J2 NPROF IPLOT PRFVS XSECV XSECH 1,~ .~ -1.~ .~ .~ J3 VARIABLE CODES FOR SiJDt~tARY PRINTOUT 11~.~ 2~.~ .~ .~ J5 LPRNT NIJMSEC OCT 1987 RETRIC HVINS Q k~EL FQ .~ .~ 4. 457.86e .e~e FN ALLDC IBN CHNIM ITRACE =:=:=:==REQUESTED SECTION NUMBERS PROFILE SECTION G - SURVEY SECTION 7 X1 1535~.088 36.8~8 1527.~88 1588.808 1288.~88 138~.~ 1188.~ .~8~ .~ .e~ GE 48~.9~ 1~.~ 475.~ 11~.~ 47~.5~ 12~.~ 463.8~ 1249.~ 459.1~ 1258.~ GR 458.3~ 1271.~8B 462.7~8 1295.B8~ 462.7~ 1~8.~ 46~.~ 1326.~ 459.7~ 1344.~ GR 459.68~ 1352.~ 459.6~ 139~.~B~ 459.5~ 1426.B~ 459.8~ 14~7.~ 459.5~ 145~.~ GR 454.78~ 1482.~8~ 455.1~ 15~.~ 454.B~ 1527.B~ 441.4~ 1545.~ 441.$~ 1569.~8~ GR 454.6~B 1588.~ 454.7~ 16B~.~ 454.1B8 17~B.B~8 453.1~ 18~.~ 455.6B~ 1882.B~ GR 456.7~8 1898.~ 456.9B~ 19~9.~ 457.~ 1919.B~ 455.~ 1941.8B~ 455.2~ 1949.B~B GR 456.5~ 2~.~ 458.2~ 21~,~ 461.5~ 22~.~ 467.7~ 25~.~ 474.~ 24~.~ BELT LINE ROAD - D014~STRENfl SIDE 11/~5/B7 16:48:49 PROFILE SECTION X1 1544~.~8~ )8.B~ ? X3 1~.~ .~ ~ GR 48~.9~ 658.~ GR 461.~ 879.~ ~ GR 459.7~B I~BB.~ GR 454.9~ 1137.~ GR 441.1~ 1222.8~ GR 45~.1~ 1249.~ GR 464.6~8 188~.~ ~" ET .00~ .808 SB 1.~58 2.413 Xl 1547~.~8~ .~8~ X2 .~ .~ X3 1~.~ .~ BT -23.~B~ 658.~ BT .~ 829.B8~ ~ BT .~8~ 897.~8 BT .Bee BT .~ 1125.~88 ,,,,.- BT .8~8 BT ,~ 16~.~ BT .~88 1908.~ H - SURVEY SECTION B .~1 1125. RI)~I PAGE .B~ .~ .888 .~ B.l~8 1125.~8 1272.8~ .~ 2.5~ .~ 57.~ 6.8~ 1846.8B~ 2.373 448.848 44~.~4~ 1.~ 459.~ 46~.5~ .~ .~ .~ .~ .~ .~ .~ .~ .~E .~ 458.9~ 459.~ .~ 48~.9~ .~ 758.8E~ 47~.5~ .E~E 8~7.E~E 463.8~ .~ 463.5~ .8~ 85~.~ 46Z,?~ .~E 879.~E 461.8E~ .~E~ 459.7~ .~E 94].~ 459.6~ .~ 979.~E~ 459.5~ .~ 459.8~ .~ 18~.E8~ 459.7~ .~E~ 11~.~8 46~.58~ .E~ 46~.58~ 458.9~ 1272.~ 46E.5~ 4S9.~ 13~.~ 4~E.$~E .~ 46~.2~ .~ 1461.~ 46~.2~E .~ 15~.~ 46~.2~E .~ 46~.88~ .88~ 178~.~8 462.5~ .~E 188E.E~E 464.68~ .~ 466.4~ .~ 2~.~8~ 469.1~ .~ .~ .~E~ .~ 1125.88~ 1272.~ 25.E~E 35~.~E~ 9~.~E~ .~E~ .e~ .~ 47~.5~ 758.~ 463.8~ 8~7.~ 463.5~ 829.~ 462.7~ 853.~ 459.7~ 897.~ 459.6~ 943.~ 459.5~ 979.~ 459.8~ 99~.~ 46~,5~ 11B8,~ 468,58~ 1125,~8e 457,2~ 1125.~8 454,9~e 1156,~e8 45~,E8~ 1145,~B8 442.28~ 116B,B~8 439.7B~ 1177.8~ 4~9,788 1179,B~ 441.1~ 1224.~ 441.6~ 123~.~ 446.4~ 124~.~ 45~.1~ 1248.~ 456.2~ 127~.~ 457.4~ 1272.~E 46~.5~ 1272.~E~ 46E.5~ 13~E.E~E 46~.2~ 1461.~ 46~.28~ 15~E.~E 46~.8~ 16~8.~ 462.5~ 17~E.E~E 466.4~ 19~.~ 469,1~0 2~.~8~ .~ .~E .~ SE 48~.gB~ 188~.~ 475.8~ 11~Z.~ 47~.5~ 12~.~Z~ 465.8~ 12~9.~ 459.1~ 1258.~ GE 458.5~ 1271.~ 482.7~ 1295.~ 462.7~ 13~.~ 46~.5~ 1326.~ 459.7~ 1~44.~ GR 453.6~ 1527.~ 441.5~ 156~.~ 441.8~ 1585.~ fl55.6~ 16~8.~ 455.2~ 17~.~ GR 46~.~ 223~.~ 47~.~ 24~Z.~ 475.~ 26~.~ .~ .~ .~ .~ ST LOUIS & SOUTHWESTERN RAILROAD - DOI41STREAM SIDE PROFILE SECTION I - SURVEY SECTION g Xl 15688.888 6R 462.788 GR 455.888 8R 442.388 GR 446.888 GE 456.488 452.688 ET .888 .888 .888 .888 .888 .888 8.188 SB 1.858 2.475 2.588 .888 66.288 6.888 1589.358 I 11/85/87 16:48:49 1521.888 .888 459.488 1388.888 1349.888 1488.888 1437.888 1688.888 1521.888 1.858 1458.888 459.488 462.788 442.488 446.888 452.688 463.888 .888 1321.888 1358.888 1418.888 1438.888 1788,888 488 PAC-~[ Xl 15618.888 .888 .888 .888 18.888 X2 .888 .888 1.888 459.488 461.788 X5 18.888 .888 .888 .888 .888 BT -15.888 1888.888 462.788 .888 1188.888 BT .888 1588.888 462.888 .888 1328.888 BT .888 1458.888 461.788 459.488 1588.888 BT .888 1788.888 463.888 .888 1888.888 BT .888 2888.888 465.488 .888 .888 18.888 .888 .888 462.688 462.788 462.988 464.288 Xl 15638.888 24.888 1115.888 1218.888 58.888 6R 478,888 1888.888 468.888 1828.888 466.888 6R 468.888 1852.888 458.888 1868.888 456.888 GR 458.888 1115,888 442,888 1138,888 441.888 6R 458.888 1218.888 452.888 1228.888 454.888 6R 461.768 1268.888 462.888 1478.888 464.888 Xl 15648.888 24.888 1182.888 1288.888 18.888 6R 478.888 1888.888 468.888 1815.888 466.888 "' 8R 468.888 1852.888 458.888 1868.888 456.888 6R 458.888 1182.888 442.888 1126.888 441.888 SR 458.888 1288.888 452.888 1215.888 454.888 ~- 6R 461.768 1255.888 462.888 1465.888 464.888 18.888 1825.888 1878.888 1128.888 1225.888 1765.888 8.188 28.888 464.888 454.888 441.788 456.888 466.888 8.188 18.888 464.888 454.888 441.788 456.888 466.888 .888 .888 459.488 1288.888 1521.888 1988.888 1869.758 1838.888 1188.888 1158.888 1248.888 1978.888 1878.858 .888 1835.888 1885.888 1154.888 1235.888 1965.888 .888 459.488 462.688 462.788 463.488 464.888 1498.878 .888 462.888 452.888 442.888 468.888 .888 1492.788 .888 462.888 452.888 468.888 ET .888 .888 .888 .888 .888 .888 8.188 1878.658 1495.488 Xl 15658.888 .888 .888 .888 18.888 18.888 18.888 .888 .888 1867.238 ET .888 .888 .888 .888 .888 .888 8.188 1477.788 .888 459.488 .888 .888 .888 1845.888 1185.888 1168.888 1258.888 .888 .888 · 81~8 1842.888 1892.8~ 1156.888 1245.888 Xl 1566~.8~ 24.~ 1889.~ 117~.~ 1~.~ 1~.~ I~.~B .B~B .~ .~ GR 47~.~B~ 1BBB.B~B 468.~BB 1BIB.BBB 466.BB~ 1B2B.BB~ 464.BB~ 1B3B.~BB 4.62.BBB 1B4B.BBB GR 46B.BO~ 1BSB.BBB 458.BBB 1B58.~8 456.BBB 1B65.BBB 454.BBB 1B75.BBB 452.BBB 1B82.BBB GR 458.B~B 1B89.BBB 442.BBB 11~5.~B 441.8BB 11~7.BBB 441.7BB 1135.BBB 442.BBB 1155.BBB GR 458.B~8 117B.BBB 452.BB~ 1198.B~8 454.BB~ 12BB.BBB 456.~BB 121B.BBB 46B.BBB 1225.BBB SR 461.768 1235.~BB 462.BBB 1445.B~B 464.BB~ 1745.BBB 466.B~B 1945.BBB .~BB .BBB ET .BeB .eEB .BBB .BBB .eBB .BBB 8.1BB 1B52.BBB 1385.43B .BBB X1 156BB.BSB 24.BBB 1B52.BBB 124B.BBB 2~.BBB 15.BBB 2B.BBB .B~B .~B~ .BBB GR 47B.B~B I~B.B~B 468.BBB 1B12,BBB 466.BB~ I~2$.BBB 464.BBB I~8.BBB 462.BB~ 1B45.BB~ GR 46B.BBB 1052.~B 458.BB~ 1B6B.BBB 456.~B~ 1B68.BBB 454.~ 1B75.BB~ 452,B~B 1BB2.BBB GR 45B.B~B 1BBS.~B 442.BBB 11B2.BBB 441.8~ 11B4.BBB 441.75~ 113~.BBB 442.BEB 11)2.BBB GR 45B.B08 116~.~BB 452.~B~ 1185.BSB 454.BB~ 122B.BBB 456.BBB 12)B.BBB 46B.BB~ 124B.BBB GR 461.768 125B.~SB 462.~BB 1468.B~ 464.BBB 175B.~SB 465.BBB 195B.BB~ .BBB .B~B ET .BB~ .BBB X1 1573B.BBB 2B.BBB GR 47B.BB~ I~BB.BBB GR 46B.BB~ 1~99.BBB GR 442.8~8 1172.BBB GR 46B.BBB 13~7.~BB 1 11/~5/87 16:48:49 NC .87B .B7B .BSB .1BB .$BB .BBB .BBB .B~ .BBB QT 6.~ 69BB.BB8 97BB.BBB llBBE.ESE 142BB.BBB 16)BB.BBB llEB~.EBB .E~E .~B~ ET .~BB .~B~ .BBB .BBB .BBB .BBB 8.1B~ 1)9B.BBB 2B28.BBB PROFILE SECTION J - SURVEY SECTION lB START LAND DEVELOPEI~ENT FILL ON LEFT Xl 16488.BBB 27.BBB 1654.8BB 1722.BBB GR 485.5B~ 18~.BBB 48B.4BB llBB.BBB GR 459.5BB 139~.~B 458.7~B 14~B.BBB GR 445.~ 1665.BBB 442.7BB 1683.B~B GR 455.6~ 19BB.BB~ 455.6BB 2BB~.~ GR 478.B~B 2146.~BB 47B.BB~ 2151.BBB GR 47B.BBB 23BB.BBB 47B.BBB 2322,BBB OVERBAI~ 473.9BB 456.3eB 443.8BB 456.1BB .BeE 454.9B~ 457.2BB 455.$BB 1722.~BE 2116.BBB .~te 4711. BBB 457.1BB 4.55.9B~I 465.4~B 47B .BBB .EBB 2261.B~B ~ ET .BBB .BBB .BBB .BEE .BBB .B~E 8.1BB 13E5.EB~ 1672.B~B .B~B ! Xl 1798~.E~B 22.BBB 14BB.BBB 159B.~ 6~B.BBB 26B.BBB 38B.BBB .B~ .B~ .~ GR 47B.BBB 1BBB.BBB 47B.BBB 1BSB.BB~ 47B.BBB 1B7B.BSB 47B.BBB 1BgB.~E~ 464.67B I~9~.BB~ C-R 45~.~B~ 157B.BBB 458.BBB 159B.BBB 46~.BBB I?$B.BBB 482.B~B 1?45.BBB 468.BBB 1765.BB~ i ET .BBB .~B .BBB .BBB .BBB .BBB 8.1~B 1255.B~B 187~.BBB .~ Xl 176~.~ 15.~ 15~5.BB~ 161~.BB~ 116~.~ I~B.BBB 112~.~ .~B~ .B~ 6R 48B.B~8 95B.BBB 47B.~BB 98B.BBB 47B.BBB ll4B.BBB 46B.BBB ll4B.BBB 459.B~B 141E.~B~ ~ GR 458.7~ 152B.BBB 457.5~B 1535.BB~ 445.8BB 1561.BBB 445.BBB 1572.~ 446.B~B 159~.~B~ GE 459.5~B 161B.BBB 459.$B~ 171B.B~B 46B.SB~ 182.~.B~B 461.5BB 187B.B~B 471.4~B 168.888 478.8~8 468.888 446.688 469.788 Xl 18218.888 18.888 1498.888 GR 478.888 1888.888 478.888 GE ~64.888 1885.888 462.888 GE 458.888 1518.888 448.888 GR 468.888 1658.888 469.858 ET .888 .888 .888 .888 .888 .888 8.188 1315.888 1598.888 .888 ×1 18248.888 16.888 1488.888 1553.888 38.888 38.888 38.888 .888 .888 .888 GR 478.888 1888.888 478.888 1855.888 478.888 1842.888 467.878 1842.888 466.888 1858.888 GE 464.888 1898.888 462.888 1148.888 468.888 1155.888 468.888 1488.8~ 458.888 1528.888 GR 446.988 1538.888 458.888 1548.888 468.888 1553.888 468.888 1618.888 469.988 1688.888 GR 478.888 1788.888 .888 .888 .888 .888 .888 .888 ,888 .888 1 11/85/87 16:48=49 PACE ET .888 .888 .888 Xl 18328.~8 16.888 1518.88~ GR 478.888 1888.888 478.888 GR 464.888 1185.888 462.888 GR 458.888 1535.888 447.188 GE 478.888 1698.888 .888 ET .888 .888 .888 X1 18458.888 19.888 1465.888 GE 478.888 1888.~88 478.888 GR 464.888 1138.888 462.888 GR 458.888 148~.~8~ 447.588 GR 464.888 1788.88~ 466.888 PROFILE SECTION K - SURVEY END L/~D DEVELOPEflF_NT FILL SECTION 11 ON LEFT OVERBAN( 4895.888 GR 487.288 4858.888 484.588 4188.8~8 482.388 4158.~88 479.388 GR 474.388 4388.888 472.488 4358.888 478.888 4488.888 478.~88 GR 478.888 4558.888 478.888 4553.888 465.998 4553.888 464.388 GE 463.288 4788.888 462.288 4758.888 462.388 4888.888 462.388 GR 461.688 4918.888 461.888 4928.888 462.888 4938.888 458.588 GR 458.888 4978.888 447.688 4983.888 448.588 4998.888 451.588 GR 461.88~ 5825.888 461.588 5858.888 462.488 5188.888 462.388 GR 468.588 5258.888 472.888 5288.~8~ 472.988 5298.888 478.688 5868.888 476.788 478.888 463.788 461.688 454.588 459.588 465.888 475.128 4588.888 4658.888 4968.888 5828.888 -- r GR 475.988 5388.888 479.388 5448.888 Xl 18514.888 34.888 1513.888 1688.788 14.888 14.888 GR 476,988 1888.888 472.988 1887.888 472.588 1857.888 GE 478.688 1183.888 478.588 1255.888 463.388 1255.888 GR 478.888 1487.888 472.288 1457.888 472.588 1581.888 GR 458.918 1548.788 458.568 1558.488 455.818 1565.658 GR 449.188 1596.958 449.848 1618.888 455.988 1625.558 GR 458.588 1652.388 468.488 1688.788 473.658 1688.788 GR 475.588 1887.888 473.688 1857.888 473.688 1898.888 8.118 14.888 471.188 463.388 472.348 454.868 457.168 473.888 473.388 ET .888 .888 .888 .888 .888 .888 8.118 1.888 472.988 478.988 478.688 472.588 473.768 PROFILE SECTION L - SURVEY SEDTION 12 AS-BUILT BRIDC, E -- DATA UPDATE ON OCT. 1987 I~)ORE ROAD - DObI~ISTREAM SIDE Xl 18515.888 38.888 1513.888 1688.788 1.888 BT -21.888 1888.888 476.988 .888 1887.888 BT .888 1187.888 471.188 .888 1157.888 BT .888 1255.888 478.588 467.388 1258.888 BT .088 1457.888 472.288 .888 1581.888 BT .888 1565.658 473.328 469.328 1625.558 1 11/85/87 16:48:49 1.888 .888 .888 467.388 469.768 .888 1546.858 1187.888 1258.888 1513.888 1568.158 1628.858 1698.888 1987.888 1546.858 1857.888 1183.8~ 1487.888 1513.888 1688.788 1646.858 478.988 478.688 467.898 448.688 458.158 473,888 1646.858 .888 472.588 478.688 478.888 472.348 473.658 .888 .888 .888 1157.888 1258.888 1513.888 1584.458 1638.158 1757.888 .888 .888 .888 468.348 469.658 PAOE BT .888 1698.888 473.888 .888 1757.888 473.888 .888 1887.888 473.588 .888 BT .888 1857.888 473.688 .88~ 1898.888 473.688 .888 1987.888 473.388 .888 6R 476.988 1888.888 472.988 1887.888 472.588 1857.888 471.188 1187.888 478.988 1157.888 GR 478,688 1183.888 478.588 1255.888 463,388 1255,888 463,388 1258.888 478.688 1258,888 ~R 478.888 1487.888 472.288 1457.888 472.588 1581.888 472.348 1513.888 467.898 1513.888 ~R 458.918 1548,788 458,568 1558,488 455.818 1565,658 469.328 1565.658 469.328 1568,158 SR 454.868 1568,158 448.688 1584,458 449,188 1596,958 449.848 1818.888 455,988 1625.558 SR 469.768 1625.558 469,768 1628.858 457,168 1628,858 458.158 1638.158 458,588 1652,388 ~R 468,488 1688,788 473,658 1688,788 473,888 1698.888 473,888 1757.888 473,588 1887,888 SR 473,688 1857,888 473,688 1898.888 473,388 1987,888 .888 .888 ,888 ,888 ET .888 .888 .888 .888 .888 .888 8.118 MOORE ROAD - UPSTREAM SIDE X1 18565.888 38.888 1513.888 1679.658 BT -21.eee 1888.888 476.988 .888 P"' BT .888 1187.888 471.188 .888 BT .8~ 1255.~ 47~.5~E 467.3~ BT .888 1457.888 472.288 .888 ~ BT .888 1565.288 473.388 469.388 i BT ,888 1698.888 473.888 .888 BT .888 1857.888 475.688 .888 GR 476.988 1888.888 472.988 1887.888 6R 478.688 1183.888 478.588 1255.888 GR 478.888 1487.888 472.288 1457.888 58.888 1157.888 1258.888 1581.888 1624.928 1757.888 1898.888 472.588 463.388 472.588 472.988 478.988 472.588 473.848 473.888 473.688 1857.888 1255.888 1581.888 467· 388 469.848 · 888 471.188 463· 388 472.668 1546.328 1~57.~88 1183.888 1513.888 1679.65~ 1887.888 1987.888 1187.888 1258.888 1513.888 1646.328 .888 472.5~E 478.688 472.668 473.328 473.588 473.388 478.988 478.688 467.398 .888 . EeE 468.668 469.328 .888 .888 1157.888 1259.888 1513.888 GR 458.738 154E.15~ 458.47~ 1557.958 455.6~e 1565.2~ 469.3EE 1565.28~ 469.38~ 1567,70E GR 454.618 1567.788 448.498 1585.158 449.188 1595.658 446.698 1618.488 455.948 1624.928 GR 469.848 1624.928 469.848 1627.428 457.198 1627.428 458.248 1629.588 458.578 1651.388 GR 468.158 1679.658 475.528 1679.658 473.888 1698.888 473.888 1757.888 475.588 1887.888 GR 473.688 1857.880 473.608 1898.880 473.388 1907.808 .888 .888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.118 1558.758 1648.758 .888 X1 18566.888 33.888 1548.158 1651.388 1.888 1.888 1.888 .888 .888 .888 GR 476,988 1888.888 472.988 1887.888 472.588 1857.888 471.188 1187.888 478.988 1157.888 GR 478.688 1185.888 478.588 1255.888 465.588 1255.888 463.388 1258.888 478.688 1258.888 6R 478.888 1487.888 472.288 1457.888 472.588 1581.888 472.668 1513.888 467.398 1513.888 GR 458.738 1548.158 458.478 1557.958 455.688 1565.280 454.618 1567.788 448.498 1583.158 SR 449.188 1595.658 448.698 1618.488 455.948 1624.928 457.198 1627.428 458.248 1629.588 GE 458.578 1651.388 468.150 1679.658 473.520 1679.658 473.888 1698.888 473.888 1757.888 SR 475,588 1807.888 475.688 1857.888 476.608 1898.888 .888 .888 .888 .888 Xl 18688.888 19.888 1558.888 1588.888 34.888 34.888 34.888 .888 .888 .SM GR 476.580 1808.888 478.588 1858.888 464.588 1188.808 462.888 1158.888 462.888 1288.888 GR 461.488 1258.888 468.5~8 1388.888 459,7~8 1358.888 458.388 1398.888 447.788 1486.888 GR 447.488 1428.888 457.688 1444.888 461.888 1588.888 462.788 1558.888 464.888 1688.888 c~ 466.588 1658.888 469.388 1695.808 473.488 1741.888 475.58~ 1758.888 .888 .888 1 11/85/87 16:48:49 PAGE 7 ET .888 .888 .888 .880 .808 .808 8.188 1295.800 1555.888 P'"' Xl 18615.888 19.888 1358.888 1588.888 15.888 15.888 15.888 .888 .888 8R 476.388 1888.888 478.508 1858.888 464.508 1188.888 462.888 1158.888 462.888 GR 461.488 1258.080 468.588 1588.888 459.788 1358.8E8 458.388 1398.888 447.788 GR 447.488 1428.888 457.688 1444.888 461.888 1588.888 462.788 1558.888 464.888 GR 466.588 1658.888 469.388 1695.888 475.488 1741.888 473.588 1758.888 .888 ET .088 .888 .088 .888 .088 .888 8.188 1696.588 1976.588 P"'" Xl 18658.880 32.888 1885.888 1868.888 55.888 35.888 35.888 .888 .788 SR 482.600 1188.008 478.388 1208.808 469.208 1380.888 465.288 1572.888 463.3E8 GR 467.388 1384.888 466.888 1488.888 466.588 1416.888 463.4~8 1434.888 465.688 ~ ~R 462.308 1688.888 461.688 1788.888 462.488 1885.888 447.588 1838.888 446.888 GR 448.188 1853.888 462.888 1868.888 462.388 1988.888 463.188 2888.888 467.388 GR 472.588 2133.888 473.288 2134.808 4?2.?88 2148.888 478.788 2157.888 475.688 8R 476.488 2288.888 477.888 2258.888 4?8.288 2263.888 4?8.688 2284.888 47?.?88 SR 476.288 2321.888 478.388 2349.888 .888 .888 .888 .888 .888 QT 6.888 7588.888 18588.888 11888.888 15188.888 16588.888 11888.888 NC .898 .898 .858 .188 .588 .888 .888 ET .888 .888 .888 .888 .888 .888 8.188 SECT[ON ADDED BY NON EN81NEER$ FRON COPPELL TOPO 18/25/87 Xl .188 28.888 465.888 568.888 338.888 275.888 518.888 .88~ 8R 468.888 88.888 466.888 188.888 464.888 128.888 464.888 465.888 OR 462.B~ 56~.~B~ 464.~ 625.~BB 466.B88 655.~B 47~.~8 695.~ 471.B~ 715.B~ ET .~88 .888 .888 .888 .888 .888 8.188 172.588 522.588 .888 SECTION ADDED BY NDH ENGINEERS FROI~ COPPELL TOPO 86/27/87 ×1 .288 28.888 318.888 385.888 298.888 265.888 398.888 .888 .888 .888 GR 478.888 .888 476.888 35.888 474.888 58.888 472.888 88.888 478.888 185.888 GR 468.~88 145.888 466.888 248.888 464.888 318.888 468.888 328.888 458.208 338.888 GR 458.288 348.888 468.888 355.888 462.888 365.888 464.888 385.888 466.888 725.888 GR 468.~88 768.88~ 478.888 788.8~8 472.888 785.888 ~74.888 882.888 475.888 818.888 ~" ET .888 .888 .888 .888 .888 .888 8.188 158.588 SECTION ADDED BY NOH ENGINEERS FRON COPPELL TOPO 18/23/87 528.588 Xl .388 16.888 315.888 372.888 6R 476.888 .888 474.888 18.888 GR 466.888 185.888 464.888 315.888 GR 468.888 382.888 464.888 372.888 GR 476.888 645.888 .888 .888 1 11/~5/87 16:48:49 ET .808 .~88 .888 .888 .888 .888 8.188 PROFILE SECTION M - SURVEY SECTION SECTION MODIFIED BY NDH ENGINEERS BASED ON COPPELL TOPO 86/27/87 1225.888 Xl 28548.888 19.888 1497.888 1598.888 378.888 GE 488.888 1828.888 478.888 1852.888 476.888 GR 478.888 1168.888 468.888 1192.888 466.888 GR 468.888 1515.888 452.888 1529.~88 452.688 GE 478.888 1688.888 478.888 1622.888 488.888 QT 6.888 7588.888 1~588.888 11888.888 15188.888 16188.888 11888.888 ET .888 .888 .888 .888 .888 .888 8.188 SECTION ADDED BY NDH ENGINEERS FRC~I COPPELL TOPO 86/27/87 .888 225.888 1595.888 .888 472.888 466.888 466.888 .888 575.888 .888 1134.888 1497.888 159~.888 .888 Xl .588 19.888 458.888 GR 484.888 .888 482.888 25.888 GR 474.88~ 128.808 472.~8~ 146.~88 GR 454.888 475.888 454.888 498.888 "-- GR 474.888 628.888 488.888 658.888 455.888 ET .888 .888 .888 .888 .888 .888 8.1~8 285.888 SECTION ADDED BY N~ ENGINEERS FROH COPPELL TOPO 18/23/87 Xl .688 12.888 378.888 455.888 388.888 368.888 398.888 .888 .888 .88~ GR ET · 888 .888 8.188 1122.588 SECTION ADDED BY AEI ENGINEERS FRON COPPELL TOPO 83/83/87 X1 21698.888 19.888 1198.888 1255.888 188.888 388.888 325.888 .888 .888 .888 GR 482.888 1888.888 488.888 1828.888 478,888 1855.888 476.888 1888.888 474.888 1185.888 GR 472.888 1158.888 478.888 1198.888 468,888 1288.888 456.888 1285.888 455.988 1218.888 GR 456.888 1228.888 468.888 1238.888 478.888 1255.888 472.888 1395.888 474.888 1495.888 GR 476.888 1538.888 478.888 1555.888 488.888 1588.888 482.888 1618.888 .888 .888 .888 6.888 7588.888 18588.888 11888.888 15188.888 16888.888 11888.888 .888 .888 SECTION ADDED BY NDt4 ENGINEERS FROR COPPELL TOPO 86/27/87 NC Xl 1.888 19.888 76.888 146.888 518.888 588.888 538.888 .888 "'~ GR 488.888 .888 478.888 9.888 476.888 12.888 474.888 22.888 GR 478.888 76.888 468.888 83.888 458.888 98.888 457.388 93.888 GR 468.888 112.888 478.888 146.888 472.888 178.888 474.888 284.8~8 ~ GR ~78.888 358.888 488.888 385.888 482.888 488.888 484.888 445.888 1 11/85/87 16:48:49 QT 6.888 7588.888 18588.888 11888.888 15188.888 16888.888 11888.888 ET .888 .888 .888 .888 .888 .888 8.188 PROFILE SECTION N - SURVEY SECTION 14 Xl 22688.888 18.888 1397.888 1447.888 378.888 358.888 388.888 .888 .888 ~R 487.788 1888.888 485.288 1188.888 478.688 1288.888 474.388 1233.888 472.488 GR 473.888 1397.888 458.688 1412.888 459.888 1425.888 461.588 14~5.888 474.788 GR 475.688 1588.888 479.388 1688.888 485.188 1788.888 498.288 1888.888 497.388 GR 582.288 2888.888 .888 .888 .888 .888 .888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.188 66.888 246.888 SECTION ADDED BY NDe1 ENGINEERS FRON COPPELL TOPO 86/27/87 PAGE 9 1388.888 1447.888 1988.888 Xl 2.~88 21.~8 1~8.~8~ 173.8~ 518.88~ 54~.888 578.8~8 .~ .~ .~ GE 487.888 .888 486.888 18.888 484.888 33.888 482.888 58.888 488.888 66.888 GE 478.888 78.888 476.888 95.888 474.888 188.888 472.888 113.888 478.888 118.888 GR 468.888 135.888 459.688 147.888 468.888 155.888 478.888 187.888 472.888 173.888 GR 474.888 188.88~ 478.88~ 22s.888 478.~8 295.~88 488.~ 338.~8~ 49~.~ GR 588.888 798.888 .888 .888 .888 .888 .888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.188 1841.888 1391.888 SECTION ADDED BY AEI ENOINEERS FRON COPPELL TOPO 83/83/87 Xl 23988.888 12.888 1215.888 1385.888 758.888 598.888 738.888 .888 .888 GR 488.~ 18~.~¢~ 482.~ 1~25.~8 48~.B~ 1~75.8~e ~78.~ 1215.~e~ 47~.~B 1525.~e~ GR 465.888 1345.888 463.888 1355.888 478.888 1378.888 488.888 1385.888 486.888 1395.888 GR 488.888 1485.888 498.888 1~8.888 .888 .888 .888 ,888 .888 .888 ET .888 .888 .888 .888 .888 .ESE 8.188 79.888 299.888 .888 SECTION ADDED 8Y NOD ENGINEERS FROM COPPELL TOPO 86/27/87 Xl 3.888 19.888 146.888 271.888 318.888 458.888 465.888 .888 .888 6R 489.888 .888 488.888 4.888 486.888 14.888 484.888 42.888 482.888 GR 488.888 128.888 475.888 146.888 478.888 172.888 464.388 181.888 464.388 GE 478.888 215.888 475.888 271.888 488.888 326.888 482.888 347.888 484.888 ~R 486,888 391,888 488.888 418.888 498,888 462,888 492.888 498,888 .888 ET .888 .888 .888 .888 .888 .888 8.188 114.888 SECTION ADDED BY NOD ENGINEERS FROD COPPELL TOPO 86/27/87 Xl 4.888 19.888 198.888 315.888 358.888 548.888 568.888 .888 .888 .888 GR 491.888 .888 498.888 32.888 488.888 48.888 486.888 75.888 484.888 125.888 GR 482.888 168.~88 488.888 198.888 478.888 218.888 465.788 228.888 465.788 248.888 GR 478.888 255.888 488.888 315.888 482.888 325.888 484.888 458.888 486.888 525.888 GR 488.888 558.888 498.888 586.888 492.888 635.888 494.888 665.888 .888 .888 I 11/85/87 16:48:49 PA6E 18 QT 6.888 7588.888 18588.888 11888.888 15188.888 15588.888 11888.888 .888 .888 .8~8 ET .888 .888 .888 .888 .888 .888 8.188 65.88~ 275.888 .888 SECTION ADDED BY ~ ENGINEERS FRON COPPELL TOPO 86/27/87 Xl 5.888 18.888 98.888 288.888 138.888 168.888 145.888 .888 .888 GR 491.888 .888 498.888 25.888 488.888 48.888 488.888 52.8~8 484.888 GE 482.888 82.888 488.888 98.888 478.888 113.888 468.888 133.888 465.988 GR 486.888 418.888 488.888 475.888 498.888 535.888 .888 .888 .888 ET .888 .888 .888 .~88 .888 .888 8.188 X1 24938.888 28.888 1312.888 1398.888 178.888 158.888 228.888 GR 494.8~8 1888.888 492.888 1825.888 498.888 1138.888 488.8~8 GE 484.888 1168.888 482.888 1188.888 488.888 12~8.888 472.888 GE 466.4~ 1355.~ 466.488 1365.888 478.8~ 1375.8~8 48~.888 GR 486.888 1448.888 488.888 1498.888 498.88~ 1558.~88 492.888 ET .888 .888 .888 .888 .888 .888 8.188 SECTION ADDED BY ~ ENGINEERS FROD COPPELL TOPO 18/27/87 Xl 6.888 15.888 184.888 263.888 58.888 95.888 98.888 :"" C-;-R 476.888 184.888 478.888 285.888 466.888 215.888 466.888 GR 476.888 263.888 488.888 275.888 486.888 325.888 488.888 18 ET .888 .888 .888 .888 .888 .888 8.188 1537.888 X1 25885.888 16.888 1537.888 1627.888 45.888 85.888 88.888 .888 6R 498.888 1417.888 488.888 1425.888 486.888 1437.888 484.888 1445.888 GR 488.788 1537.888 472.888 1568.888 467.388 1564.888 467.188 1572.888 GR 478.488 1595.888 482.588 1627.888 482.488 1641.888 486.888 1758.888 ET X1 GE GR GR GR · 888 .888 .888 .888 8.188 1534.888 1623.888 1534.888 1623.888 48.888 68.888 58.888 .888 .888 498.888 1417.888 488.888 1427.888 486.888 1437.888 484.888 481.488 1534.888 473,588 1556.888 467.188 1559.888 467.888 478.588 1593.888 478.488 1688.888 484.288 1623.888 485.188 488.888 1885.888 498.888 1845.888 .888 .888 .888 X1 GR GR GR GR GR 1 ET .888 .888 .888 .888 .888 .888 8.188 START CHANNEL IMPROVEMENT FOR DENTON TAP ROAD BRIDGE REPLACEMENT PROJ 1188.588 1285.588 .888 25185.888 22.888 1128.888 1186.888 58.888 48.888 58.888 .888 .888 .888 494.888 918.888 492.888 1888.888 498.888 1818.888 488.888 1838.888 486.888 1838.8~ 484.888 1858.888 482.888 1878.888 488.888 1888.888 478.888 1128.888 467.788 1135.888 467.688 1148.888 469.888 1168.888 478.888 1168.888 475.888 1175.888 488.888 1186.888 481.888 1196.888 482.888 1284.888 483.888 1286.888 484.888 1288.888 485.888 1389.888 498.888 1324.888 494.888 1335.888 .888 .888 .888 .888 .888 .888 11185/87 16:48:49 PAGE 11 ET .888 .888 .888 .888 .888 .888 8.188 1872.858 1172.658 Xl 25235.888 21.888 1879.388 1166.888 58.888 58.888 58.888 .888 .888 GR 484.888 1848.888 482.888 1868.888 488.588 1879.388 477.988 1882.388 467.988 GR 482.888 1184.888 483.888 1186.888 484.888 1188.888 485.888 1251.888 498.888 GR 494.888 928.888 492.888 1888.888 GR 484.888 1843.388 482.288 1846.388 ! GR 475.888 1141.888 488.888 1151.888 GR 485.8~8 1214.888 49~.888 1228.~ .888 55.888 498.888 1818.888 488.888 1835.888 468.288 1861.788 467.488 1869.388 481.888 1153.888 482.888 1178.888 494.~ 1239.~ .88~ .~8 487.888 1823.888 485.888 467.888 1855.288 467.988 478.888 1131.888 475.888 484,888 1173,888 485,888 Xl 25325.888 21.888 182).888 1173.888 GR 494.888 918.888 491.888 1888.888 GR q75.888 1842.888 478.888 1858.888 GR 468.588 1886.888 469.888 1129.888 GR 481.888 1152.888 482.888 1168.888 GR 494.888 1212.888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.188 11 1833.888 .888 1827.888 1878.888 1828.888 1183.888 488.888 467.388 498.888 .888 1156.888 1837.888 1879.688 1149.888 1281,888 .888 Xl 25~75.~ 19,~ le~.~8 1182.~8 5~.~ 5~,~ 5~.~ .~8~ .~ .~ GE ~9~.~ 88E.~ ~91.3~ 1~.~8 ~87.~ 1~17.~ ~85.~ 1~2~.~ ~8~.~ 1~3~.~ GE 469.~ee 1125.EBB ~TE.e~e 1127.Bee ~75.EE~ 1136.BEE ~BE.eEE 11~6.e~e 481.eEc 11~8.eE~ 6R ~82.~ee 1165.~eE ~85.e~e 1171.Be8 ~9e.e~e 1182.~e~ ~9~.888 1191.BEE .Bee .Bee ET .8B8 .BBB .BBB .BBB .BBB .BBB 8.1DB X1 25421.8BB 11.BBB 1lSD.B88 1385.88B 84.BBB 1B.BB8 46.BB8 GR 495.B88 1BBB.BBB 495.BBB 1188.888 489.43e 11DS.BBB 468.5BB GR ~68.58e 1235.8BB 481.62B 1263.8eB 482.eBB 1282.888 491.758 NC .B88 .BBB .828 .58B .5Be .BBB .888 ET .BBB .eee .Bee .BBB .88e .B88 8.11e PROPOSED DENTON TAP ROAD BRIDGE - DOI4tSTREAR SIDE .Bee 1127.58e 1277.58B Xl 25~22.BBB 18.BBB 1lSD.BBB 13B5.BBB BT -~.eBB 11Be. BBB ~95.BBE 49e.33B BT .BeD 1)85.BED 495.BBB ~91.75B GR ~98.478 12~5.8B8 49B.~78 1257.588 1 11/85/87 16:48:49 m,,,,, ET .88B .eBe .BBB .BBB .BBB .BBB B.11B PROPOSED DENTON TAP ROAD BRIDGE - UPSTREAN SIDE 1127.5eB Xl 25542.8BB 18.BBB 11Be. BBB 13B5.BBB 12B.BBB 12B.BeB 12e. BBB .eEc BT -4.BBB llBB.BBB 495.8Be 49B.B3B 117B.BB8 ~95.BBB 49B.32B 1235.BBB BT .eBB 13B5.BBB 495.BBB 491.75B .BBB .eBB .B~B .B~ GR 495.BBB 1BBB.BBS 495.BBB 1188.BBB ~89.4BB 11Be.88e 469.2BB 1147.~ GR 498.528 1167.5BB 49B.32B 1178.BBB 468,9BB 117B.BB8 468.7BB 119B.BBB GR 49B,57B 1255,eBB ~9e,57B 12~7.5BB 478,45e 1237,5BB 481,$2B 1265,eB8 GR ~91,75e ISe5.BSB 495,Bee 13B5,SBe 495,BB8 14BB,BeB ,BBB .BBB 1277.5BB .eBB .BBB PAGE 12 .BBB 49~.578 .BBB 1167.5BB ET .Bee .eBB .BB~ .BBB .eBB .eBB 8.11e 1127.5B~ 1277.5eB .~BB Xl 25543.888 ll.BeB 11BB.BB8 1385.8BB 1.BBB 1.BBB 1.BBB .BB~ .BBB .B~B GE 495.888 1BBB.BBB 495.8BB 1188.888 489.4BB 11BB.J88 469.2BB 1147.BBB 468.7BB ll9B.BBB GR ~69.28B 1235.BBB ~81.62B 126~.8BB 482,BBB 1282.BBB 491.75B 13B5.BBB 495.BBB 13B5.~BB Xl 25568,BBB 18.BB8 le2e,BeB 1155,e~E 5,BBB 75,~EB 25,Bee .Bee .Bee .e~e SR 47B.BBB 1BSB.BBB 468.9BB I~7B.BBB 469.B~B 1B76.B~B 469.BBB 1BS$.BB~ 47e. 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BBB 12eB.BS~ 492.BB~ 131B.BBB .BBC .BBB .eeB .BBB 12 N~ ET GR GE GE GE ET X1 GR SR ~R GE GE GE ET X1 GE GR GR GR 1 25618.888 495.888 478.888 481.8~8 492.888 25668.888 495.888 483.888 478.888 469.188 488.888 498.888 .888 25714.888 494.888 484.28~ 478.888 498.888 11/85/87 16.888 1136.888 1278.888 27.888 1888.888 1858.888 1878.888 1896.888 1278.888 17.888 938.888 1235.888 1351.888 1488.888 16:48:49 1822.888 469.588 482.888 1834.888 498.888 482.888 477.888 469.488 481.888 492.888 .888 492.888 475.888 1151.888 1812.888 1868.888 1144.88~ 1185.888 1822.888 1868.888 1888.888 1184.888 1172.888 1295.888 .888 1386.888 1888.888 1248.888 1359.888 1498.888 .388 28.888 485.888 478.888 485.888 .888 55.888 485.888 481.888 476.888 469.188 482.888 .888 78.888 498.888 481.888 488.888 .888 .888 .888 58.888 1822.888 1117.888 1151.888 .888 .888 58.888 1838.888 1866.888 1882.888 1114.888 1177.888 48.888 1168.888 1252.888 1367.888 ET .888 .888 .888 .888 .888 Xl 25754.888 27.888 1154.888 1279.888 45.888 ~ 498.888 1888.888 485.888 1112.888 488.888 GE 481.888 1154.888 488.888 1168.888 479.888 GR 478.888 1183.888 469.188 1281.888 469.288 GR 488.888 1242.888 479.888 1245.888 478.888 6R 478.888 1273.888 479.888 1275.888 488.888 GE 486.888 1288.888 498.888 1458.888 .888 8.188 58.888 488.888 475.888 486.888 8.188 58.888 485.888 488.888 475.888 478.888 485.888 8.188 46.888 488.888 488.888 485.888 .888 8.188 48.888 488.888 478,888 477,888 481,888 1881.588 1832.888 1126.888 1154.888 1814.588 .888 1854.888 1871.888 1884.888 1154.888 1185.888 1288.888 1188.888 1293.888 1388.888 1126.588 1136.888 1171.888 1214.888 1256.888 1279.888 .888 1171.588 475.888 488.888 498.888 1284.588 484.888 479.888 478.888 475.888 486.888 1388.888 .888 486.888 478.888 486.888 1586.588 .888 481.888 477.888 488.888 477.888 482.888 .888 1842.888 1154.888 1225.888 .888 .888 1839.888 1875.888 1894.888 1162.888 1188,888 .888 1218.888 13~6.8~ 1386.888 .888 PACE 13 1141.888 1175.888 1238.888 1268.888 1281.888 qT 6.888 7688.888 18688.888 11988.888 15188.888 14588.888 11988.888 .888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.188 1158.888 1378.888 .888 Xl 25828.888 19.888 1245.888 1291.888 55.888 72.888 66.888 .888 .888 .Ed GR 498.488 1888.888 484.888 1165.888 483.888 1182.888 488.888 1245.888 478.888 1255.888 GE 469.388 1258.888 468.488 1275.888 481.888 1291.888 481.888 1376.888 488.888 1419.888 GE 488.888 1464.888 486.888 1485.888 486.538 1498.888 495.888 1498.888 495.888 1588.888 GR 495.888 1525.8~ 495.888 1555.888 495.~8 157~.~ 495.~ 1585.~8 .~8~ .~ ~" ET .888 .888 .888 Xl 2617~.88~ 18.~ 1~45.~8~ GE 491.888 1888.888 488.888 1845.888 478.288 1865.888 478.288 1868.888 465.888 ~ 6R 484.888 1128.888 483.888 1168.888 482.888 1185.888 481.888 1288.888 481.888 ! GE 482.888 1248.888 483,888 1255,888 488.888 1275,888 495,888 1275,888 495.888 GE 495.888 1485.888 495.888 .888 1148.888 13 1848.888 1148.888 .888 .888 19.888 8.188 388.888 ET .888 Xl 26558.888 GR 495.58~ 1~.~ ~92.6~ 1~1B.~ ~85.6~ GR ~71.1~ 1~8~.~0~ ~71.1~ 1~95.~ ~75.~ GR 486.8~8 1148.888 487.888 1158.888 488.888 GR 495.888 1255.888 495.888 1388.888 495.888 NC .878 .87S .845 ET .8~8 .888 .888 PROFILE SECTION Q - SURVEY SECTION 17 CHANNEL IMPROVEMENT Xl 26888.888 25.888 1758.888 1826.888 GR 588.188 1888.888 588.488 1188.888 GR 5~8.688 1588.888 587.488 1588.888 GR 495.588 1788.888 484.888 1758.888 GR 486.788 1826.888 489.388 1888.888 GR 495.888 2188.888 495.888 2288.888 1828.888 485.888 1848.888 488.888 1865.888 1188.888 488.888 1115.888 483.888 1125.888 1188.888 495.888 1188.888 495.888 1215.888 1345.888 495.888 1398.888 .888 .888 .888 .888 .888 .888 .888 .888 8.188 1755.888 1845.888 .888 368.888 388.888 338.888 .888 588.188 1288.888 588.588 1388.888 587.288 1528.888 584.188 1688.888 473.888 1762.888 472.988 1777.888 495.888 1888.888 495.888 1988.888 497.288 2388.888 588.288 2488.888 NC .865 .878 QT 6.888 6788.888 ET .888 .888 Xl 27858.888 14.888 GR 493.388 1888.888 GR 486.988 1878.888 GR 495.888 1188.888 11/85/87 16=48=49 1125.588 .888 488.388 498.288 .888 PAGE 14 PROFILE SECTION R - SURVEY SECTION 17A END OF CHANNEL IMPROVEMENT FOR DNTON TAP Xl 27q88.888 52.888 1928.8~8 GR 589.588 1888.88~ 588.788 GR 495.188 1422.888 492.388 GR 491.688 1715.888 492.288 GR 49~.288 1928.888 476.688 GR ~77.788 1978.888 479.$88 GR 499.188 2188.888 499,888 GR 586.888 2688.888 588.488 NC .888 .888 .888 .388 EXISTING BETHEL ROAD 8RIDGE ~ Xl 27548.888 52.888 1958.888 X3 18.888 .888 .888 6R 589.788 1888,888 586.788 GR 494.888 1588.888 492.788 GR 496.888 1988.888 496.48~ GR 484.388 1992.888 48~.688 14 · 888 .888 8.188 1565.888 2888.888 .888 ROAD BRIDGE REPLACEMENT PRO) 491.488 1588.888 489,888 1688.888 491.588 492.888 1746.888 493.388 1888.888 493.888 474.688 1968.888 473.988 1965.888 474.488 487.4~8 1992.8~8 489.288 2888.888 495.288 582.288 2388.888 584.888 2488.888 586.288 · 588 .888 .888 .888 .888 .~88 .888 8.118 1968.588 2867.588 14B.888 148.888 148.888 .888 .888 .888 .888 .888 495.888 498.588 583.888 1288.888 499.2~8 1388.888 496.188 492.788 1788.888 492.988 1731.888 493.988 496.888 195~.888 491.788 1958.888 486.1~8 477.888 2882.888 475.888 2828.888 475.488 GE 488.988 2834.888 481.988 2836.88E 498.288 2863.888 498.588 2878.888 49g.4~8 2878.888 GE 5~8.288 2188.888 581.488 2288.888 582.888 2388.888 584.388 2488.888 585.788 2588.888 GR 586.888 2688.888 586.588 278~.888 .888 .888 .888 .888 .888 .888 ET .888 .888 .888 .888 .888 .888 8.118 1968.588 2867.588 S8 1.858 2.342 2,588 .888 17.888 4.888 1279.158 3.888 488.288 488.888 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 .888 .888 X3 18.888 .888 .888 .888 .888 .888 .888 495.288 498.788 BT 2.888 1958.888 496.888 495.888 2878.888 499.488 498.588 .888 .888 NC .865 .878 .845 .188 ET .888 .888 .888 .888 X1 27628.888 32.888 1926.888 1992.888 GR 589.588 1888.888 586.788 1188.888 GR 495.188 1422.888 492.388 1443.888 C-~ 491.688 1713.888 492.288 1731.888 ~ 493.288 1926.888 476.688 1955,888 GE 477,788 1978.888 479.388 1988,888 GR 499.188 2188.888 499.888 2288.888 GR 586.888 2688.888 588.488 2788.888 .888 58.888 583.888 491.488 492.888 474.688 487.488 582.288 58.888 1288.888 1588.888 1746.888 1968.888 1992,888 2388.888 8.188 58.888 498.888 489.888 493.388 473.988 489,288 584.888 ~-- NC .865 .865 .845 .188 .388 .888 .888 ~ ET .888 .888 .888 .888 .888 .888 8.188 1 11/85/87 16:48=49 1548.848 1388.888 1688.888 1888.888 1965.888 2488.888 2894.928 .888 1992.888 1,688 497.888 491.588 493.888 474.488 495.288 586.288 2222.888 · 888 1488,888 1788.888 lgA,888 1978.8~ 2826,8~ 2588.888 · 888 PA6E 15 Xl 38138.888 28.888 2188.888 2222.888 1688.888 2888.888 2518.888 .888 -.188 GE 512.888 1588.888 513.888 1688.888 512.188 1788.888 518.888 1888.888 5~6.388 1988.888 GE 581.888 2888.888 588.888 2866.888 495.788 2188.888 492.488 2188.888 484.588 2288.888 GE 483.888 2287.888 464,688 2212.888 582.888 2222.888 584.488 23~1.888 587.188 GR 518,988 2588,888 511.488 2688,888 512,288 2788,888 512,588 2888,888 513,188 2988,888 NC .888 .888 .888 .388 .588 .888 ET .888 .888 .888 .888 .888 .888 Xl 38189.888 42.888 2136.888 2263.888 59.888 59.888 GR 517.388 1888.888 516.988 1188.888 516.588 1288.888 GR 515.388 1588.888 515.888 1688.888 514.688 1788.888 GE 513.488 2888.888 513.288 2188.888 513.388 2138.888 6R 582.888 2154.888 494.188 2166.888 494.188 2167.888 GE 491.588 2181.888 487.288 2194.888 487.288 2195.888 GR 487.188 2221.888 487.188 2222.888 494.588 2234.888 GE 588.288 2249.888 587.288 2268.888 518.488 2263.888 GR 514.~8 25~8.888 514.48~ 2688.~88 514.588 27~8.8~8 eR 515.4~8 3~88.8~8 515.6~8 3188.888 .~ .~ 8.188 59.888 516.288 514.288 518.288 492.588 486,888 494,588 513.488 514,788 ET .888 .888 .888 .888 .888 .888 8.118 &SI4. R.R. BRIDGE EXISTING STL. Xl 38198.888 58.888 2138.888 2263.888 1.888 1.888 BT 2.888 2138.888 513.388 518.288 2263.888 513.4~18 GR 517.388 1888.888 516.988 1188.888 516.588 1288.888 GR 515.388 1588.888 515.888 1688.888 514.688 1788.888 15 1.888 518.488 516.288 514.288 .888 2155.588 .888 1388.888 1888.888 2138.888 2173.888 2287.888 2235.888 2263.888 .888 2155.588 1388.888 1888.888 2245.588 .888 515.888 513.788 583.988 491.588 486.888 588.288 513.788 515.188 2245.588 .888 515.888 513.788 · 888 · 888 1488.888 1988.888 2153.888 2188.888 2286.888 2248 2488.888 2981l. 14~.8~ 19~.888 6R 51~.4¢¢ 2~¢.~¢ 515,2~¢ 6R 51¢,4¢¢ 215].~¢~ 51~,4¢~ : 6R 51~.4~ 2167.~ 494.1~ GR 51~.4~ 2181.~88 491.5~ GE 487.288 2195.888 486.888 · ,-, GR 487.188 2221.888 518.488 GR 518o488 2234.888 518.488 GR 518.488 2249.888 588.288 GR 513.788 2488.888 514.888 Imm GR 515.188 2988.888 515.488 2188.888 2154.888 2167.888 2181.888 2287.888 2221.888 2235.888 2249.888 2588.888 Xl 38281.888 42.888 2136.888 SR 517.388 1888.888 516.988 GR 515.388 1588.888 515.888 ~" GR 513.488 2888.888 513.288 GR 582.888 2154.888 494.188 GR 491.588 2181.888 487.288 ~,, GR 487.188 2221.888 487.188 ! GR 588.288 2249.888 587.288 GR 514.888 2588.888 514.488 GR 515.488 3888.888 515.688 1 11/85/87 16:48:49 513.388 582.888 492.588 487.288 518.488 518.488 494.588 587.288 514.488 515.688 .888 18.888 .888 .888 1.888 516.588 514.688 513.388 494.188 487.288 494.588 518.488 514.588 2138.888 2154.888 2173.888 2194.888 2287.888 2222.888 2235.888 2268.888 2688.888 1.888 1288.888 1788.888 2138.888 2167.888 2195.888 2234.888 2263.888 2788.888 518.288 494.188 491.588 518.488 518.488 487.188 588.288 518.488 514.588 8.118 18.888 1.888 8.188 1.888 516.288 514.288 518.288 492.588 486.888 494.588 513.488 514.788 2138.888 2166.888 2188.888 2194.888 2288.888 2222.888 2248.888 2263.888 2788.888 2155.588 2155.588 1388.888 1888.888 2138.888 2173.888 2287.888 2235.888 2283.888 2888.888 583.988 518.488 518.488 518.488 486.888 494.588 518.488 513.488 514.788 2245.588 2245.588 515.888 513.788 583.988 491.588 486.888 588.288 513.788 515.188 2153.888 2166.888 2188.888 2288.888 2234.888 2248.888 2265.888 2888.888 · 888 · 888 2153.888 2188.888 2288.888 2248.888 2488.888 2988.888 PAC4~ 16 16 QT 6.~88 67~.8~8 9488.~88 1~5~8.8~8 134~8.88~ 11788.888 1~588.88~ .88~ .8~ .~ ET .88~ .888 .888 .888 .888 .888 8.118 1796.888 ~ X1 31488.888 29.888 1795.888 1915.888 178.888 178.888 178.888 .888 i X3 18.888 .888 .888 .888 .888 .88~ .~8~ 5~6.188 5~6.1~E GR 517.388 1888.888 516.788 1188.888 515.388 1288.888 512.988 13~.E88 GE 588.58~ 1588.888 588.188 1688.888 588.488 1788.888 589.188 1795.E~E 584.588 1797.88~ i GE 495.288 1816.888 493.388 1826.888 493.388 1829.888 488.788 1845.888 488.888 1849.888 GE 491.188 1884.888 491.188 1887.888 494.688 1889.888 585.688 1913.888 585.988 1915.88~ ~ ET .888 .888 .888 .888 .888 .888 8.1~8 1734.488 1928.8~8 .8~ ! Xl 31318.888 19.888 1863.888 192~.888 758.888 588.888 1868.8~8 .888 -.488 .E~ GR 515,388 1888,888 515.388 1188.888 512.888 1288.888 587,588 1488,888 586,588 1588,~ GR 584,788 1688.888 584,788 1788.888 581,888 1766.888 497,388 1888,888 491.188 1863,888 [ama, ~ GR 488.288 1869.888 488.388 1876.888 589.688 1928.888 511.488 2888.888 513.288 2188.888 GR 514.88~ 22~.B~8 515.8~8 23~.~8~ 516.4~8 2488.~8 516.88~ 25~.~ .8~ .~ ET .888 .888 .888 .888 .81~ .888 8.188 2866.958 Xl 38258.888 28.888 2188.888 2222.888 49.888 49.888 49.888 .888 GR 512.888 1588.888 513.888 1688.888 512.188 1788.888 518.888 1888.888 GR 581.888 2888.888 588,888 2866,888 495.788 21~.888 492,488 2188.8~8 SR 483.888 2287.888 484,888 2212.888 582.888 2222.888 584,488 2388.888 6R 518.988 2588,888 511.488 2688.888 512.288 2788.888 512,588 2888,888 ET .~8~ .88B .~8~ .~0~ .~B .8~ 8.11~ 1795.5~ 1914.5~ .88~ 58 1.~5~ 2.11~ 2.5~ .~ 64.7~ 6.~ 13~1.9~ 1.843 491.1~ 491.1~ X1 315~8.~ .~E~ .~8~ .~ 2~.~ 2E.EEB 28.~E~ .~8~ .~ .~E~ X2 .~ .~ 1.~ 5~6.1~ 5~9.1~ .~ .~ .~ .~ .8~ aT 2.~ 1795.~ 5~9.188 5~6.1~ 1915.~8~ 5~9.1~ 5~6.1~8 .~8~ .~ .~8~ .~88 998.~88 495.77~ 493.178 512.678 .~ 1~89.~88 11~7.~8E 1293.5~8 ET .~ .~e .8~ .~88 Xl 3274~.~ 15.~8~ 1~E.~8~ 1295.5~8 GR 511.47~ 1~8.8~8 495.57~ 1~67.~ GR 493,27~ 1128,~ 495,~7e 1152,888 GR 51~.~7~ 1272.5~ 511.17~ 1286.50~ 8.1~ 99e.888 49~.578 494.37B .See 1128~.~8 8.1~8 13~5.88~ 498.3~8 496.1~ 497.8B~ 516.53~ 127~.75~ .eee 495.778 49~.67~ .~e~ 1389.8e~ 499,3~8 499.58~ 498.98~ OT 6.~ 730~.~e~ 18~.B8~ 112~.~e~ 142~.B8~ 11788.8~ ET .~ .~ .~ .~ .~ .~ Xl 34~45.~8 19.~ 1~.~ 1351.~ 13~5.~ 13~5.~ GE 518.5~ 10~.~ 499.9~ 1~69,~ 499.3~ 1~81.~ GR 499.38~ 1128.~8~ 497.8~ 1142.~ 495.1~ 1162.~ GR 499.68~ 12~7.~8~ 497.7~ 1216.8~ 495.~ 1226.~ GR 498.98~ 1268.B~ 512.958 131~.~8 513.7~8 1324.~ 11/85/87 16:48:49 PAGE 17 QT 6.~ 73~8.8~8 18~.B~ 112~8.888 14288.~E 117~.~ 112~.~8 .~ .~ .~ ET .~ .~ .8~E .~ .~8 .~ 8.1~ 1857.5~ 1291.5~ .~ X1 3433~.~8~ 52.~8 1888.~ 1329.8~ 285.~ 285.~ 285.~8 .~ .~ .~ BT 2.~8~ 10~8.888 518.8~8 515.~ 132~.8~8 517.8~ 514.888 .~ .~ .~ GR 518.238 1~8.8~ 51~.47~ 1852.8~8 515.~ 1852.~8~ 515.~8~ 1833.~8~ 518.2~ 1~35.~ GR 582.47~ 1~$5.~ 515.~ 1~65.~88 515.88~ 1866.88~ 582.$5~ 1~66.~ 499.17~ 1892.~8~ GR 498.678 GR 498.878 1117.~8 499.47~ 112~.B~ 5~.~5~ 1131.~8~ 515.~8~ 1131.~ 515.~8 11~2.~ GR 588.46~ 11~2.~ 5~.578 1155.~8~ 499.568 1164.88~ 515.~ 1164.88~ 515.~ 1165.~ GE 499.53~ 1165.8~ 499.17~ 117G.~ 498.~7~ 1187.~ 499.178 1194.~B~ 499.$2~ 1197.~ GR 515.88~ 1197.~ 515.~ 1198.~ 499.77~ 1198.~8~ 5~.37~ 12~2.~8~ 5~2.27~ 1225.~e~ C~ 5e2.3e~ 1238.8e~ 515.888 123~.~ 515.~88 1231J~8 582.318 1231.~ 582.52~ 1265.~ GR 515.8~8 1265.888 515.~ '12G4.~8~ 5~2.52~ 1264.~ 5~2.578 1271.~8~ 5~9.75~ 1295.8~ GR 514.9~B 1296.~ 514.9~ 1297.~B~ 51~.~4~ 1297.~8~ 514.63~ 1313.B~ 515.53~ 1326.~ GR 514.8~8 1329.~ 517.838 13~4.~ .~8 .~ .B~ -~ .~ -~ 17 1856.5Ee 1295.5~ X1 34878.888 18.888 1088.888 1332.888 538.888 538.888 538.888 .888 .888 .888 GE 519.258 1888.888 581.968 1866.888 582.368 1144.888 581.768 1148.888 581.268 1158.888 GE 581.768 1166.888 582.768 1175.888 582.868 1262.888 518.858 1316.888 528.258 1332.888 ET .888 .888 .888 .888 .888 .888 8.118 X1 35458.888 13.888 1882.888 1382.888 588.888 588.888 588.888 BT 2.888 1888.888 521.588 515.888 1382.888 528.388 514.188 GE 521.588 1888.888 515.888 1888.888 514.288 1882.888 512.188 GR 583.188 1875.888 588.988 1158.888 585.388 1225.888 584.888 GE 512.888 1388.888 514.188 1382.888 528.388 1382.888 .888 585.688 512.188 ET .888 .888 .888 .888 .888 .888 8.118 1823.888 1281.888 Xl 35578.888 .888 .88~ .888 128.888 128.888 128.888 .888 .888 X2 .888 .888 .8~8 .888 .888 .888 1.888 .888 .888 ~ ET .888 .888 .888 .888 .888 .888 8.188 1836.888 1288.888 .888 t Xl 35778.888 14.888 1088.888 1316.888 288.888 288.888 288.888 .888 GR 528.118 1888.888 585.818 1857.888 584.818 1883.888 581.718 1893.888 499.818 1188.888 GE 582.118 1188.888 584.718 1114.888 584.318 1159.888 583.718 1168.888 583.618 1174.888 ~ GR 583.418 1189.888 584.718 1284.888 587.818 1258.888 522.818 1316.888 EJ .888 .888 .888 .888 .888 .888 .888 .888 .888 .888 1 ~ 11/~5/87 16:48:49 PAGE 18 HEC2 RELEASE DATED NOV 78 UPDATED MAY 1984 ERROR CORR - MODIFICATION - 58,51,52,53,54,55,56 IBM-PC-XT VERSION THIS RUN EXECUTED 11/85/87 16:51:12 T1 T2 T3 J1 ICHEC~ GRAPEVINE CREEK, COPPELL, DALLAS COUNTY. TEXAS FIS 188 YEAR DISCHARGE J2 NPROF 15.888 1 11/~5/87 AS-BUILT MOORE ROAD BRIDGE ( ET RUN ) GRAPEVINE CREEK ( 547~2 -- GRPRET ) INQ NINV IDIR STRT 7. 8. IPLOT PRFVS XSE~V XSECH .~88 -1.888 .888 OCT 1987 HETRIC HVINS Q WSEL FQ .88 .8 8. 457.698 .888 FN ALLDC IBN CHNIH ITRACE 16:48:49 PAGE 19 18 THIS RUN EXECUTED 11/85/87 16:52:23 HEC2 RELEASE DATED NOV 76 UPDATED HAY 1984 ERROR CORR - 81,~2,~3,~4,65,~6 MODIFICATION - 5~,51,52,53,54,55,56 IBM-PC-XT VERSION NOTE- ASTERISK (.) AT LEFT OF CROSS-SECTION NtJHBER INDICATES HESSABE IN SUII~ARY OF ERRORS LIST GRAPEVINE CREEK S~RY PRINTOUT TABLE 11~I SECNO Cl~EL DIFKWS EG TOPWID QLO0 QDH QRO0 PERENC STEN~L STP. J-IL STOl. IR STENCR 15558.8E~ 457.86 1535~.~E~ 457.69 .88 458.56 619.~7 385.96 6422.38 4191.67 .~8 .~8 1527.8~ 1588.~ .eS -.17 458.49 585.43 368.54 6665.85 3965.61 82~.~ 1147.5~ 1527.~ 1588.~ 1967.5~ 458.35 458.32 .~ 458.9E 147.~ -.~3 458.87 147.D8 · 8~ .~ .~ 1125.~ 1272.~ .8~ .BE 147.B~ 1125.~ 1125.~ 1272.88 1272.88 1547~.~8 458.48 15478.888 458.37 15528.~8 458.38 15528.888 458.26 1568~.¢8~ 458.78 1568~.8¢8 458.76 15618.8~ 459.98 .~ 458.95 147.88 -.~3 458.92 147.8~ · ~ .86 .BE 1125.88 1272.~ .8~ · SE 147.~E 1125.8~ 1125.8~ 1272.~8 1272.88 .~ 459.26 656.5~ 728.8~ 8736.89 1543.11 .~E .~ 1527.~ 1688.~8 .~8 -.84 459.24 585.47 718.96 8751.~2 1537.62 65~.~ 1242.5~ 1527.~ 16~8.~8 1892.5~ .8~ 459.54 129.~ -.~2 459.52 129.88 .E~ 46~.62 129.8~ -.~2 46~.6E 129.~ · ~ .~8 .~E 1321.~E 145e.~8 .~8 .~8 129.~E 1321.~8 1~21.~ 145~.E~ 145~.8~ 15638.eE~ 468.87 1563E.eSE 46e.e3 .SE 46~.66 198.68 887.12 9558.62 634.27 .~ .8~ 1115.B~ 121~.8~ .~B -.~4 46~.64 18~.4~ 719.82 9644.82 635.36 428.34 1~69.73 1115.8~ 121~.~ 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QCH QR08 PERENO STENCL STCHL STCHR STENCR 468.92 213.85 468.9~ 218.46 .18 18999.63 .88 18999.83 .19 .88 .88 1899.88 1387.88 .88 · 17 362.28 1899.88 1899.88 1387.88 1461.28 461.78 744.56 1998.19 5838.28 3971.61 .88 .88 1634.88 1722.88 461.77 638.88 2198.64 5513.65 3295.71 638.88 1398.88 1634.88 1722,8~ · 88 463.16 733.13 3825.59 7546.79 1227.62 .88 .88 1535.88 · 19 463.39 615.88 2689.68 7795.12 1395.28 615.88 1255.88 1535.88 · 88 463.84 643.54 2823.89 7696.91 1279.99 .88 .2.~ 464.18 367.88 1386.74 9486.76 1886.49 367.88 .88 464.11 584.72 5362.22 5519.16 918.62 .15 464.63 328.88 3461.36 7258.31 1888.33 .88 464.23 573.63 6158.62 4628.92 1828.46 .88 .SE 1498.88 1545.88 .88 · 15 464.89 318.88 3958.21 6438.28 1411.51 318.88 1348.88 1498.88 1545.88 165~.8~ 464.45 537.23 4133.51 6868.78 797.78 .88 .88 1488.88 1553.88 .88 465.22 283.88 2562.29 8565.31 672.48 283.88 1315.88 1488.88 1553.88 1598.88 464.76 577.83 4372.52 6269.79 1157.69 .88 .88 1518.88 465.78 255.~8 1658.34 8576.~4 1565.62 255.88 1415.88 1518.88 · 88 465.15 591.61 3914.18 6478.13 1487.77 .88 .88 1465.88 1538.88 .88 · 33 466.48 198.~8 1585.95 9326.88 967.18 198.88 1393.88 1465.88 1538.~8 1583.88 · 88 465.58 568.58 1251.33 9789.71 838.96 .94 466.76 165.88 413.74 18895.64 498.62 .88 465.69 148.64 .98 466.82 188.88 1.77 11798.22 .88 11888.88 .SE 1513.E8 1688.78 .88 1546.85 1513.EE 1688.78 1646.85 .88 465.75 143.24 1.91 11798.89 .96 466.91 95.88 .88 11888.88 .88 1513.88 1688.78 .88 1548.85 1513.88 1688.78 1646.85 .~8 465.95 144.63 2.94 11797.86 .92 467.89 95.88 .88 11888.88 · SE 1513.88 1679.65 .88 1546.32 1513.88 1679.65 1646.32 · 88 466.88 149.31 89.11 11622.98 · 94 467.13 98.88 .88 118SE.E8 87.99 .~ .88 154~.15 1651.38 .88 · 88 98.88 1558.73 154~.15 1651.38 1848.73 · 88 466.42 553.97 2747.88 8388.78 751.35 .88 .88 1358.88 1588.88 .88 · 99 467.57 258.8~ 1~63.38 18~63.43 673.19 258.B~ 13~.~8 135~.~ 15~.~ 155~.~ .88 466.45 554.96 2768.21 8281.24 758.54 .88 .88 135~.88 15E8.88 .88 1.83 467.61 288.~8 1198.84 9883.38 73§.8~ 28~.~8 1295.~ 135~.~ 15~.~ 1555.~ .~8 466.91 631.64 2712.69 8118.47 968.83 .88 .88 1885.88 1868.88 .88 1.81 468.89 288.88 1573.42 8948.42 1278.16 288.88 1696.58 1885.88 1868.88 1976.58 11/85/87 16:48:49 PAgE 21 28 SECNO .1~ 467.7~ .1~ 468.75 .2~ 468.57 ,2~ 469.6~ 47~.47 471.4~ 2054~.~ 471.47 2054~.~0~ 472.29 · 5~ 472.21 · 5~ 472.91 · 6~ 471.87 · 6~ 472.58 2169~.0~0 474.13 2169~.~ 474.34 477.~1 477.38 2260~.~0~ 477.97 226~.~ 478.39 48~.~4 48~.60 239~.0~ 482.51 239~.~ 482.9~ 483.1~ 483.39 483.95 484.23 484.53 484.79 2493~.~ 485.16 2495~.~ 485.45 484.98 485.21 - 25085.0~0 484.~ 25~85.~ 483.98 CHISEL DIFKWS EG TOPWID QLOB QCH QRO8 PERENC STENCL STCHL STCHR STENOR .~ 468.29 589.20 2395.33 8629.51 775.15 .~ .~ 465.0~ 56~.~ .~ 1.~5 469.46 29~.~ 1263.43 9688.54 848.23 29~.~ 335.~ 465.~ 56~.~ 625.~ .~ 469.5~ 632.27 942.96 737~.55 3486.49 .~ .~ 31~.~ 385.~ .~ 1.83 478.59 35e.~ 1423.53 8~45.3~ 2333.17 35~.~ 172.5e 310.E~ 385.E~ 522.5e .~ 478.99 577.33 2575.74 5788.18 3436.88 .~ .e~ 315.eE 372.~E .~ · 94 471.92 370.08 2572.4e 5992.69 3234.91 370.8~ 158.5E 315.~ 372.8~ 528.5E .~ 471.96 463.15 34~3.38 8345.14 .83 472.73 37~.~8 3457.37 8311.75 .~ 472.49 457.93 3818.64 7968.18 .78 473.17 350.~ 388~.72 7919.28 51.55 .~ .~ 1497.~0 159~.~ .~ 3~.9~ 37~.0~ 1225.88 1497.~ 159~.~ 1595.0~ 13.18 .eE .~ 45e.eE 582.eE .e~ .~E 350.~e 225.0E 45~.~E 582.~E 575.~E · ~ 473.87 389.96 971.83 18774.58 53.67 .B~ .B~ 37~.~ 455.~ .~ · 71 474.34 25~.~E 103~.99 1~769.01 .EO 25E.~ 2eS.E~ 37E.Ee 455.~E 455.Ee .~ 476.~3 393.96 424.41 9981.93 1393.65 .~ .~ 119~.~ 1255.~ · 21 476.46 200.~0 489.~1 10479.79 831.2~ 2~.~ 1122.5~ 1190.~E 1255.~ 1322.5~ .~ 478.09 325.64 634.67 9461.66 17~3.67 .8~ .~ 76.~ 146.~ .~ .37 478.63 180.~ 599.37 10~92.~6 11~8.57 188.~ 32.~8 76.B~ 146.B~ 212.~B .~ 479.42 359.37 3~71.3B 8254.~ 474.7~ .~ .~ 1397.~ 1447.~ · 42 48~.~ 2~8.~ 2966.46 8717.43 116.11 200.~ 126~.B0 1397.B~ 1447.B~ 1468.B~ .~ 481.45 271.16 318.79 1~25.88 1455.33 .B~ .~ 1~8.~B 173.~ · 56 481.96 180.00 385.25 10147.13 1267.62 180.0~ 66.~ 1B8.~ 175.~B 246.~ .~ 483.~4 366.30 888.98 109~7.~5 3.97 .~B .~B 1215.~B 1385.B~ · $9 483.38 348.83 992.22 1~8~2.$4 5.43 350.~ 1~41.~ 1215.~B 1385.8~ 1391.~ .~ 483.73 3B8.73 457.48 1~615.28 727.24 .8~ .~B 146.~ 271.~8 .~ · 29 484.~3 22~.~ 488.~4 18875.~8 444.88 22~.~ 79.~0 146.B~ 271.B~ 299.B0 .~ 484.94 32~.72 178.53 11439.46 182.B~ .~B .~B 19B.B~ 315.B~ .28 485.22 194.79 221.13 11578.87 .B~ 2~.~8 114.B~ 19~.~ 315.~ 314.0~ .~ 485.33 298.57 117.11 1~95~.83 732.86 .~ .0~ 98.~B 2~9.~B .~ .26 485.59 2B7.$~ 131.76 11111.39 556.85 21~.~B 65.~B 98.B~ 2~8.B~ .~ 485.73 273.24 3572.77 8121.34 1~5.88 .~ .~ 1312.08 139~.~ .27 485.98 23B.~ 3623.87 81~6.43 7~.5B 230.~ 1170.~ 1~12.~ 139~.~ 14~.U .~ 486.~5 256.42 1168.21 1~17~.55 461.24 .~B .~ 184.B~ 263.~B .B~ .23 486.31 18~.~ 1~85.72 1B376.11 338.17 18~.B~ 1~.~ 184.B~ .BO 487.B5 244.16 299.82 11375.24 124.94 .~ .~ 15S7.~ 1627.~ .8~ -.~2 487.39 9~.~ .~ 1188~.~0 .8~ 9~.B~ 1537.~ 1537.~B 1627.~ 1627.~B 21 1 11/~5/87 16:48:49 SECNO Ct4SEE DIFI~ 25135.~E 485.91 25135.EEE 485.77 25185.ESE 486.55 25185.EEE 486.54 25235.dE~ 487.E3 25235.EdE 487.42 2528~.~E 487.35 2528d.E~E 487.88 487.57 488.1E 25375.~EE 487.63 25375.dEE 488.15 25421.8EE 487.82 25421.~E 488.32 25422.EEE 487.8E 25422.EEE 488.3E 25542.dEE 487.84 25542.EEE 488.34 25543.E8~ 487.88 25543.~dE 488.38 25568.~EE 487.75 25568.888 488.3E 25618.ESE 487.76 25618.~dE 488.3E 25668.~E~ 487.89 25668.EE~ 488.42 25714.EEE 487.89 25714.EEE 488.42 25754.~E~ 488.~1 25754.EEE 488.46 2582E.ddd 486.24 25828.dEE 486.25 2617E.~E~ 488.59 PAGE 22 EG TOPWID QLOB QCH QROB PERENC STENCL 5TCHL STCHR STENCR · ~E 487.55 315.72 966.85 1~762.71 78.43 -.14 487.97 89.EE .EE 118~E.EE .~E 8g.EE 1534.EE 1534.EE 1623.EE 1623.~d 487.77 277.85 1424.5~ 9733.25 642.25 .EE .EE 112E.EE l186.EE .dE 488.25 1ES.dE 532.79 1E926.E6 341.15 1ES.EE lldE.Sb 112E.Ed 1186.EE 12E5.5E .EE 487.9E 231.83 429.54 le886.83 483.63 .Ed .EE 1~79.3d 1166.Ed .dE .39 488.42 I~.EE 74.E2 11634.E8 gl.gd I~E.EE 1E72.65 1~79.3E 1166.EE 1172.65 .Ed 487.98 183.98 25.79 11422.7E 351.51 .Ed .EE 1E46.3d 1153.EE .EE .52 488.52 11E.EE 5.79 11786.43 7.79 llE.Ed 1~44.65 1E48.3E 1153.EE 1154.65 .EE 488.E3 174.41 .53 488.57 13E.EE · 18 11741.88 57.94 .EE .EE 1E23.EE 1173.EE .EE .EE llBEE.EE .EE 13d.EE 1E33.EE 1E23.EE 1173.EE 1163.Ed .EE 488.d8 162.24 .52 488.61 13~.~E .Eh 13E.Ed 1E26.EE 18bE.Eh 1182.EE 1156.EE 488.12 192.d9 488.65 .EE 15E.EE 1127.5E 1lEE.bE 1365.EE 1277.5E 488.14 187.87 488.67 145.E~ .EE 15E.EE 1127.5E 11EE.EE 13E5.EE 1277.5d 488.19 187.15 488.73 145.E~ .EE 15E.~E 1127.5E 11bE.bE 13~5.EE 1277.5d .Ed 488.2d 192.32 .51 488.74 1SE.E8 .EE 15E.EE 1127.5E 11EE.EE 13E5.EE 1277.5E .EE 488.35 161.92 .54 488.85 159.1E 5.38 11778.57 8.17 11764.77 16.E5 .Ed .dd 1E2E.EE 1155.EE .EE 27.E7 17~.~8 1~2.5E 1E2E.EE 1155.EE 1172.5E .EE 488.43 168.99 .54 488.92 156.13 5.87 11769.63 8.85 11753.E7 24.51 .E~ .EE 1E22.EE 1151.EE .EE 38.E8 17d.EE 1EEl.SE l~22.EE 1151.EE 1171.5E .EE 488.5E 2E1.39 .53 488.98 179.98 21.Eg 11746.63 27.21 1173E.29 52.29 .EE .EE 1d34.EE 1185.EE .Ed 42.5E lgE.EE 1~14.5b 1E~4.EE 1185.~E 12E4.5~ .~d 488.61 252.54 22.27 11739.84 37.89 .53 489.d8 18E.EE 3.98 11791.99 4.E2 .Ee 488.69 324.84 897.32 1~762.EE 14E.88 .EE .EE 1154.Eb 1279.EE .Ed .45 489.16 188.EE 541.5~ 1112E.16 138.$4 18d.EE 1126.5~ 1154.EE 1279.~E 13E6.SE 488.81 434.41 1566.59 5941.91 4391.49 .EE .EE 1245.EE 1291.~E .EE 489.45 22~.d~ 17E1.52 7756.1d 2442.37 22E.EE 1158.EE 1245.~E 1291.EE 1378.EE 489.89 262.75 441.15 7369.37 4E89.48 .~E .EE 1E45.EE 1E9b.EE .EE 22 2617~.~ 489.42 .84 49~.68 194.14 .~ 75~$.22 4396.78 194.14 1~45.~8 1~45.B~ 1~9~.~8 1239.14 11/~5/87 16:48:49 PAI~ 23 SECNO 2655e.eEe 489.99 2655~.eE~ 49E.83 2688e.~ 491.1B 2688e.Ee8 491.91 27~5~.~ 491.78 27~5~.~B 492.42 274~.~ 494.71 2740~.~ 495.2B 2754~.~8 494.69 2754~.~ 495.27 2757~.~8 494.93 2757~.~ 495.49 27628.~ 495.62 27628.88~ 496.15 38138.~88 582.17 38138.888 582.68 ~189.8~ 582.14 $8189.88~ 582.71 58198.88B 5~1.97 38198.~8 582.56 3~2~.~8 5~2.39 382~.~8~ 582.88 3~281.~88 5~2.98 3~2~1.~ 5~3.38 3~25~.E8~ 5~4.82 3~258.~88 584.28 31318.888 586.49 51488.888 586.33 $1488.888 586.75 315~.~8 5E7.78 31588.888 588.22 Ct4SEL DIFK]4S E6 TOPWID QLOB ~ QR08 PERENC STENCL STCHL STCHR STENCR · 88 491.49 166.27 538.75 11322.19 247.87 .84 492.33 1~.88 .88 11988.88 .88 .~8 492.96 166.21 339.38 11186.4~ 454.22 .8~ .88 1758.8~ 1826.88 .B8 · 81 493.66 118.8~ 334.64 11326.~2 239.34 118.88 1733.~8 1758.88 1826.8~ 1843.E8 · 88 493.89 174.44 138.~4 8917.87 1444.89 .88 .~8 1~23.~8 1~78.8~ .88 · 64 494.51 122.29 183.15 9165.52 1151.33 125.58 1888.~8 1~23.88 1878.~8 1125.58 · 8~ 495.28 598.91 3333.84 69~.79 266.18 .88 .~ 1926.88 1992.~8 .49 495.93 415.88 2699.14 7674.~ 126.86 415.88 1585.88 1926.~ 1992.88 · ~8 496.88 187.18 · 59 496~55 97.65 .8~ .~ .8~ 1958.8B 2878.88 .88 · 88 187.88 1968.58 1958.88 2878.88 2~67.58 · 88 496.23 1~7.25 · 56 496.76 97.68 .~e .8~ .88 195~.~ 2878.88 .88 · ~8 1~7.E~ 1968.58 1958.88 2~78.8~ 2~67.5~ · 88 496.43 59~,79 2733.57 7522.46 243.97 .~ .SB 1926.88 1992.88 .88 · 53 496.95 443.96 2828.38 7679.62 .8~ 443.96 1548.84 1926,88 1992.88 1992.8~ · gE 5e3.3e 241.34 4493.24 6886.38 .51 583.86 127.~8 4318.35 6181.65 .46 .88 .88 2188.88 2222.~8 .~8 · ~8 127.88 2894.92 2188.88 2222.88 2222.88 .88 5E3.87 98.12 .57 584.32 9e.e8 · eS 2138.88 2263.~8 .88 2155.58 2138.88 2263.88 2245.58 · 88 584.~$ 98.73 .88 1~588.~ .88 · 68 5~4.48 84.88 .8~ 18588.88 .~8 · 8~ 2138.88 2263.8~ .~ 2155.58 2138.88 2263.e8 2245.58 · 88 584.32 91.45 .8~ 1~588.88 .8~ .49 584.69 84.8~ .~8 1~588.8~ .88 .SE .88 2138.88 2263.88 .88 98.88 2155.58 2138.88 2263.88 2245.58 584.46 99.88 5~4.81 98.88 .~ 2138.88 2263.88 .88 2155.58 2138.88 2263.88 2245.58 .88 584.68 337.29 5855.58 5372.63 .26 585.~2 155.85 4947.62 5552.38 71.79 .88 .e~ 218e.88 2222.88 .88 .88 155.e5 2~66.95 218e.8~ 2222.88 2222.88 .~e 5~6.65 418.98 6288.39 4211.61 · 33 587.89 179.99 6~76.25 4423.75 .~E .~E .~ 1863.~ 192E.E~ .~ .88 185.68 1734.48 1853.8~ 192~.88 1928.~8 587.19 118.88 5~7.55 117.97 · 88 .~ .8~ 1795.~8 1915.88 .88 .8~ 119.~8 1796.88 1795.88 1915.88 1914.88 · 88 588.46 119.43 .44 588.86 119.88 · 88 .88 1795.e8 1915.88 .88 119.88 1795.58 1795.88 1915.88 1914.58 23 31758.8~8 588.5~ .88 588.68 248.57 .88 18584.~8 .88 .88 .88 1888.88 1268.88 .88 31758.~88 588.77 .27 5~9.13 154.86 .88 185~8.88 .~8 158.88 11~8.88 1888.88 1268.~ 1258.8~ 11/85/87 16:48:49 PAlE 24 SEONO C~SEL 32748.888 588.98 3274~.~88 589.49 ~ 34845.~88 589.65 34845.88~ 518.12 ! 34338.~88 589.88 34338.88~ 518.32 ~ 34348.888 589.92 34348.888 518.34 ~', 34878.888 511.88 34878.888 511.35 35458.~88 512.14 ~ 35458.888 512.58 35578.888 512.39 ~'~ 35578.888 512.54 35?78.888 512.71 r~ 357?8.888 512.83 11/85/87 16:48:49 DIFKWS EG TOPWIO .88 589.11 255.54 · 59 589.68 246.88 · 88 589.91 267.32 .47 518.36 259.57 · 88 518.33 254.58 .43 518.72 247.88 · 88 518.36 254.67 .43 518.75 247.88 · 88 511.55 259.79 · 27 511.79 255.37 · 88 512.64 244.83 .17 512.79 244.88 .88 512.87 258.81 .15 513.88 257.71 .88 513.44 244.27 .12 513.53 241.43 QCH 11288.88 11288.88 11288.88 11288.88 11288.88 11288.88 11288.88 11288.88 11288.88 11288.88 11288.88 11288.88 PERENC 5TENCL STCHL STCHR STENCR 248.88 1822.75 1888.84 1295.58 1278.75 267.88 1842.88 1888.88 1351.88 1389.88 · 88 .88 1888.88 254.84 1857.58 1884.88 1329.88 1291.58 254.88 1837.58 1888.88 1329.88 1291.58 259.88 1836.58 1888.88 1332.88 1295.58 · 88 .88 1882.88 244.88 1838.88 1882.88 1382.88 1274.88 · 88 .88 1882.88 1382.88 .88 258.48 1823.88 1882.88 1382.88 1281.88 244.88 1836.88 1848.~ 1316.88 1288.88 PAlE 25 StJ~MARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO= 25885.~08 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SEONO= 25885.888 PROFILE= 1 MINIMUM SPECIFIC ENERGY 1/85/87 16:48:49 PAlE 28 FLOODWAY DATA, ORAPEVINE CREEK PROFILE NO. 2 24 STAT I ON ....... FLOODNAY ....... blATER SURFACE ELEVATION WIDTH SECTION WEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODI,JAV FLOODWAY 1555~.e8~ 5e5. 2192. 5.~ 457.8 457.9 -.1 1544~.E~B 147. 1841. 6.E 458.3 458.3 1547~.~ 147. 1849. G.~ 458.4 458.4 1552~.~ 5~5. 2~7. 5.5 458.3 458.3 156~.~ 129. 1577. 7.~ 458.8 458.8 1561~.~8~ 129. 1734. 6.3 468.~ 46~.~ 1565~.~ 18~. lg6g. 5.6 46~.1 468.1 1564~.8~ 175. 1998. 5.5 46~.1 464.1 1565~.~ 175. 2~1. 5.5 46~.1 46~.1 1566~.~ 158. 1738. 6.3 46~.~ 46~.~ 1568~.~ 19~. 1898. 5.8 46~.3 46~.3 1573~.~ 21~. 2~1~. 5.5 468.5 46~.5 1646e.~8~ 638. 4158. 2.6 461.5 461.5 178~.~ 615. 2Bg~. 4.4 462.7 462.5 .2 1798~.~ 367. 284~. 4.2 463.8 463.6 .2 1815~.~ 328. 2197. 5.4 463.9 463.8 .1 1821~.8~8 318. 2883. 5.g 464.~ 463.9 .1 1824~.~ 283. 156~. 7.6 463.8 463.7 .1 1832~.e~e 255. 1633. 7.2 464.4 464.2 .2 1845~.~ 19~. 142~. 8.3 464.8 464.5 .3 185~.~ 165. 1281. g.2 465.1 464.2 .9 18514.8~ 18~. 1141. 1~.3 465.2 464.2 1.~ 18515.~ 1~. 1~87. l~.g 465.1 464.1 1.~ 18565.~ 1~. 113~. 1~.4 465.4 464.5 .g 18566.~ ge. 11~5. 1~.7 465.3 464.4 .g 186~.~ 258. 2251. 5.2 467.1 466.1 1.~ 18615.~ 26~. 2323. 5.1 467.1 466.1 1.~ 18658.Ee8 28~. 1724. 6.8 466.8 465.8 1.~ · I~E 29~. 23E4. 5.1 468.7 467.7 1.~ · 2~ 35~. 2~83. 5.7 469.6 468.6 1.~ · 3~ 37~. 2873. 4.1 471.4 47~.5 .9 2854~.~8~ 37~. 3886. 3.8 472.3 471.5 .8 · 58~ 35~. 3549. 3.3 472.9 472.2 .7 · 6~ 25~. 1395. 8.5 472.6 471.9 .7 21698.~8 28~. 1289. 9.2 474.3 474.1 .2 1.~e 18~. 1647. 7.2 477.4 477.~ .4 226~.~ 2~. 1566. 7.5 478.4 478.~ .4 2.E~E 188. 1577. 7.5 48~.$ 48~.~ .6 239~.~ 349. 2498. 4.7 482.9 482.5 .4 3.~ 22~. 2~g7. 5.6 483.4 483.1 .3 4.~8 195. 1565. 7.5 484.2 485.9 5.~ 2~7. 1852. 6.4 484.8 484.5 .3 1 11/~5/87 18:48:49 PAOE 27 FLOODI~AY DATA, PROFILE NO. 2 GRAPEVINE CREEK 25 ....... FLOODNAY ....... WATER SURFACE ELEVATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY tmmmm 2493~.~8 238. 2488. 4.9 6.888 188. 168~. 7.0 25885.888 98. 796. 14.8 25135.888 89. 991. 11.9 25185.888 1~5. 1271. 9.3 25235.888 188. 1525. 7.7 2528~.888 11~. 1855. 6.4 25325.888 13~. 2134. 5.5 25375.888 138. 2162. 5.5 25421.889 158. 2534. 4.7 25422.~88 158. 2433. 4.9 25542.888 158. 2359. 5.8 25543.8~8 158. 2462. 4.8 25568.~88 159. 2819. 5.8 25818.~88 156. 1915. 8.2 25668,8~8 168. 2818, 5,8 25714.8~8 188, 1822, 6.5 25754.~88 188. 1924. 6.1 25828.888 228. 1868, 6.4 26178.888 194. 1693. 7.8 26558.88~ 188. 1218. 9.8 26888.888 118. 1228. 9.8 27858.888 122. 1841. 18.1 27488.888 415. 2164. 4.9 27548.888 98, 1168, 9.1 27578.888 98. 1162. 9.8 27628.~88 4/~. 2~21. 5.2 38138.88~ 127. 1336. 7.9 38189,8~8 98. 1833. 1~.2 38198.~88 98. 945. 11.1 3~288.~88 98. 972. 18.8 3~281.888 98. 1893. 9.6 38258.888 155. 1686. 6.2 31318.889 188. 1778. 5.9 31488.888 118. 1458. 7.2 31588.888 119. 1636. 6.4 31758.88~ 154. 2183. 4.8 32748.888 2~6. 3808. 3.5 34~45.~8 26~. 2813. 4.8 3433~.~E~ 254, 2184. 5.1 34348.~88 254. 2189. 5.1 34878.~88 255. 2892. 5.4 1 11/85/67 16:48:49 485.5 485.2 .3 485.2 485.8 .2 484.8 484.8 .8 485.9 485.9 .8 486.5 486.5 .8 487.4 487.8 .4 487.9 487.4 .5 488.1 487.6 .5 488.1 487.6 .5 488.3 487.8 .5 488.3 487.8 .5 488.3 487.8 .5 488.4 487.9 .5 488.3 487.8 .5 488.3 487.8 .5 488.4 487.9 .5 488.4 487.9 .5 488.5 488.8 .5 488.2 488.2 .~ 489.4 488.6 .8 498.8 498.8 .8 491,9 491,1 ,8 492.4 491.8 .6 495.2 494.7 .5 495.3 494.7 .6 495.5 494.9 .6 496.1 495.6 .5 582,7 582.2 ,5 582.7 582,1 ,6 582.6 582,8 .6 582.9 582.4 .5 583.4 583.8 .4 584.3 584.8 .3 586.5 586.2 .3 586.7 586.3 .4 588.2 587.8 .4 588.8 588.5 .3 589.5 588.9 .6 518.1 5~9.6 .5 518.3 589.8 .4 51E.3 589.9 .4 511.4 511.1 .3 PAgE 28 FLOODNAY DATA, GRAPEVINE CREEK 26 PROFILE NO. 2 STATION ....... FLOODWAY ....... WATER SURFACE ELEVATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOOCI~Y $545~.~80 2A~. 1998. 5.6 512.~ ~5578.~ 258. 2061. 5.4 512.5 $5770.080 241. 1668. 6.7 512.8 1 11/05/87 16:52:~9 512.1 .2 512.4 .1 512.7 .1 PAC~E HEC2 RELEASE DATED NOV 76 UPDATED RAY 1984 ERROR CORR - 81,~2,03,04,05,~6 MOOIFICATION - 5~,51,52,55,54,55,56 IBM-PC-XT VERSION THIS RUN EXECUTED 11/05/87 16:52:39 27 APPENDIX 6 WATER SURF A CE PROFILES FLOODPLAIN MGM'T AREA MAPS LEGEND 2:38+00 STREAM STATION Imm 458 WATER SURFACE ELEVATION SHEET NUMBER- EXISTING CONDITIONS SHEET NUMBER - PROPOSED CONDITIONS LIMIT OF DETAILED STUDY FLOODWAY BOUNDARY LAKE PROFILES LEGEND BRIDGE DAM CROSS SECTIONS LEGEND FILL CUT 1 I ! I I I ! 1 I 5OO GRAPE VINE CREEK COPPELL , EXTENDED FIS PROFILES TEXAS c. 500 YR 490 480 470 Z 0 Ld 460 45O 440i 14000 I I I I I 16000 18000 20000 22000 24000 26000 STREAM STATION (ft) --+-- 100 YR ~ ~ - 50 YR ~ 10 YR ~ THALWEG SCALE: H: I'~= 2000' V: I' = 12~ 28000 I ! 1 I 1 ' I ....1 I i I Z Z 500 490 - 480 - 470 460 450 - 440 14000 GRAPE VINE CREEK COPPELL , AS-BUILT CONDITIONS FIS PROFILES TEXAS o , 500 YR n c~ 0 41¢'¢, , , 16000 18000 20000 100 YR 50 YR 10 YR THALWEG SCALE: I I I 22000 24000 26000 28000 STREAM STATION (ft) H: I" = 2000' V: I" = 12' ! 1 .... 1 .... I ..... 1 ..... I ..... I ..... 1 .... 1 ' '1 I ! ! -I ! -! : 1 490 480 Z ,--,,, 470 I 46O I,I I,I 450 44O GRAPE VINE CREEK COMPARISON OF THE FIS IO0-YR COPPELL , WATER SURFACE TEXAS PROFILES CWSEL OLD I I I I I I I I PRE-EXIST AS-BUILT THALWEG PRE-EXIST AS-BUILT SCALE: H :1"= I~00' V: I''= I0' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STREAM STATION (ft) 1 I ! I ' '1 11 "! '1 "1 ! I I I '1 I 'i i I I GRAPEVINE CREEK COPPELL ,TEXAS COMPARISON OFTHEULTI O0-YR WATERSURFACEPROFILES 49O CWSEL ~,~ PRE-EXIST AS-BUILT r-1 480 ~ - THALWEG ~ -.. PRE-EXIST ~ 470 new .--~..Z' _ ~'~'~ AS-BUILT 0 SCALE: I" = I 460 H: 1200' V: I"= I0~ I~1 450 ~~~~~'~,,--" - 44O I I I I I I I I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STREAM STATION (ft) APPENDIX 7 CHANNEL CROSS-SECTIONS FLOODPLAIN MGM'T AREA MAPS LEGEND 238+00 STREAM STATION 458 WATER SURFACE ELEVATION SHEET NUMBER - EXISTING CONDITIONS SHEET NUMBER- PROPOSED CONDITIONS LIMIT OF DETAILED STUDY FLOODWAY BOUNDARY LAKE PROFILES LEGEND BRIDGE ~ DAM CROSS SECTIONS LEGEND FILL CUT Cross-Section 475 45e ............... · .... : ..... : ..... : ..... i ..... : ............ .'. 8 ST#TIOfl (teet) L ! I C~ess-Section l&48g 510 ..... : ..... : ........... : ........... : ...... ' .... : ...... ' .... : 480 456 8( STIlT[ON (reef) E T I H C~ss-$ection 17600 510 ...... · .... : ...... ' .... : ........... : ..... : ........... : ..... : E L E U ! I 0 H C~ess-Section 17980 472 ..... ! ..... : ..... : ........... i ..... i ........... : ............ STIIYION (feet) E L E ! ! 0 # ~oss-$ectio. 18150 472 ..... i ...... ' .... : ........... " ..... " ........... i ............ E L E I 0 N L E T I 0 C~oss-Section ~8248 444 ! L E I 0 H (~oss-$ection 18328 STdiTIQfi (reef) C~oss-Section 18458 ~8 ~4 444 9 STdiTItNI (reef) 510 56O 498 4?0 C~oss-Section L8588 Ci, oss-Section 18515 LE 47e Vx 445 13 STIITIOII (fee(;) C~oss-Section 18688 L U ii T ! 0 N C~oss-Se~tion 18615 475 4?8 465 458 4450~ lelle 1lira l~tle 13bo 1410 1~110 1610 1?Jim 1811m 1~10 STATION L E ! I 0 H STdITIQH (reef) 468 4?5 4?O 465 46O 455 - ~3g~TION (feet) L T I 0 H 485 46O 475 4?0 465 460 455 450 Cl, oss-Seetion 0.3 JO 8' iii~ 21~il 3Jill 4~J 5Eh 6Ski 7Obi 8gdJ 9iikl STlITlOli (reef) E L ! I 0 ~ N C~oss-$eetion 28548 ~rdtll~ (feet) C~oss-Seetion 528 ........... : ..... : ..... : ..... : ........... : ..... : ............ STATION (reef) C~oss-$eetion 2t&98 i 4~0 ~..4~ .... .... i ..... i ..... i ..... i ..... i ..... i .... i. i i ii ..... ..... i ..... ..... ~ ST&TIOff (feet) I, U II T ! 0 N C~ss-Se~tio# LB 4?$ - IITlOfl (teeO 4~ 47e 49O 488 4?8 Cposs-Seetion ~8 STatiON (reef) E L ! ! I N C~oss-$eetion 23968 498 485 46O 4?5 4?8 46e{~ 18~J igbO 1i~8 il~8 12~8 i2~O i{M i{~O i~ 495 498 485 488 475 4?8 465 C~oss-Seetion 3,8 STATION (reef) L E U T I 0 N 588 498 485 488 Clqss-Seetion 4.0 475 4?O 465-1 ) 588 495 490 485 481 475 478 E L E ! I 0 N 495 496 485 488 4?5 Cross-Section 24938 4?8 E ! ! H 588 495 498 485 488 C~oss-~ection 4?5 415-~l 8' 5ii ti 15b ~ldJ nil 31iJ 351J 4Bi 4~ staTioN (reef) ~ C~oss-Se~tien 2~8rJ 4~ ........... : ..... : ...........: ............· .... : ............ SYdtT l({W (re.t) Cposs-$e~tion 25t35 4M~!i-..~!!!iii!I ..... ..... ..... ..... ..... ..... ..... ..... ..... Czoss-$ection 25i85 ~ ..... i ..... : ..... : ..... " ..... : ..... : ..... ; ..... '* ..... : ..... : 495 ..... { ..... : ..... : ........... : ..... .' ........... : ..... : ...... 498 485 475 47~ 45{~ 95J 18~8 l~{O Ha 1i~8 12~0 12~8 13~8 13~8 14~ STdt{l~{{ (feet) APPENDIX 8 FLOODPLAIN WORK MAPS FLOODPLAIN MGM~ AREA MAPS LEGEND 238+00 STREAM STATION r"' r' 458 WATER SURFACE ELEVATION SHEET NUMBER - EXISTING CONDITIONS SHEET NUMBER- PROPOSED DETAILED STUDY FLOODWAY BOUNDARY LAKE CONDITIONS PROFILES LEGEND BRIDGE DAM CROSS SECTIONS LEGEND FILL CUT I I I I I I I I I I I I I I I !1 MATCH SHEET 14 ! ~,s.. ~ FLOODPLAIN .... WORKMAP : ~ ~ [- P E-DEVELOPeD , ~ x~'~ ~ ~ ~ MOORE ROAD BRIDGE ~,1 ~. ,~ J Date: NOV. 1987 o . ?, ~c~le i. IFeet t .9 ~allas, Texas 75251 ~ -- ~M~TCH SHEETle~ : '{214) 6~1-9406 [ ~ I ~ / J tExA~ Ap~oved by: · .. .ATC. ~.~JT ~J J a (214) 661- 9406 MATCH SHEET tO O 508.3 DD[ 0 200 ~ 400 Scale in Feet 600 I .(' 501.9 X MATCH tHEET 22 ~OUO080 FLOODPLAINWORKMAP PRE-DEVELOPED MOORE ROAD ~' I Dote: NOV. T£XA,~ I Approved by BRIDGE 1987 12660 Colt Road, Suite 200 Dallas, Texas 75251 (214) 661-9406 MATCH EHEET ZO 0 ~00 0 0 80 0 0 BE;][ ...... II 481 2 X 481.4 × x FLOODPLAIN WORKMAP 200 Scale AS-BUILT MOORE ROAD BRIDGE i ~ I Date: NOV. 1987 T~XA~ Approved by: 400 '' [Kimley. Hor l1266o coit Road, suite 2oo InFeet J~ Dallas, Texas 75251 MATCH SHEET 22 (214) 661-9406 [ / ~ Ap~oved ~ o ~oo ~oo ~oo ' ~ : ~ m I ~_~ ~ ~ Dallas, Texas ~5251 ~TC, ~EET (214) 661-9406 I ~l ~06 6 506 I ~ [*" o S-BUILT MOORE ROAD BRIDGE ._ ~ ~ ~ Dallas, Texas 75251 MATCH SHEET (214) 66l-g406 ~1 I I