Loading...
Thompson, Johnny-CS 850601 . -.. :.. -%,~;_ .'... . . - . .. . . . - -PLAN' OF RECLAMATION ' ' FOR 'NORTHWEST DALLAS COUNTY ~; :~. FLOOD CONTROL DISTRICT ' :%-'.~7-'..". ':. ' i :-q."::.:': ~ . ~ · JUNE, 1085 ~.....,~.,. j:- ~.-'.. .. ;"'--.,i~,~.~ ;..-',.;; :.~';. "'"':* NDM "'""""""'""'"" CONIUL?ING ENGINEEll, INC. · 'i-:'X: . ?..~...- 18 OCT 8/, 08:32:1~) 02.30PI~O$,,EL~I~ODEX PASE 3 "A" 95Z.7 I 41~ 0 I 5*0 "i~" 1Z015 14583 14924 15;~ZC 2151:,3 4*0 1&924 "C" ZGO ZOO ZO~ ZOO 200 "E" 0 .0~0 .38~ .0~5 .355 .0o 5*0 "G" 10303 ~50. 10Z~0 4~5 lC715 ~3 10635 4~Z 10920 ~0 119Z0 440 1Z015 G43 1Z090 43~ 12560 435 12573 ~.. 14415 440 1~583 ~40.7 1~611 ~3~. 14~29 ~35.1 1~6~Z ~3~.9 B14652 431.1 1~90 43~.1 1~705 ~2~.3 14710 ~21.6 14717 417.1 14718 41J.1 1475~ Q15.1 147~ ~1~.5 1477~ 14825 451.8 14S62 435.9 14~77 ~37.3 1492~ ~0.7 1496Z 439.7 15030 458.0 15920 ~36.2 16510 ~37.~ 17175 4~6.4 175~ 4~7.0 17780 441.4 181~0 43~. 1,~760 442.3 19500 ~3~ 1~870 441.1 "A" ~ I 5~ O I ~*0 1 0 ~C~ 11~0 11~0 1350 1~00 ~50 16w0 "E' 0 .06 .07 .05 .06 .065 5'0 ~' 450. 1000. 4~1. 1100. 443.5 1510. 444. 1610. 441.5 17~0. ~4~. 5140. 4~. 3290. ~43. ~400. 4{~. ~4~.5 4320. 4~3.5 ~350. ~39. 5490. 439. ~540. ~7.5 5560. ~14.~ 5e60. ~ZO. 56~0. ~18. 5710. ~39.5 5740. 441. 6000. ~.~ ~110. ~1.5 625~. ~3~.5 6Z70. 431. 6310. 437.5 6330. ~4~ 127c~ ~45 1ZS~) 445 12~ "~" O .3~3 .0-55 .3~0 .005 .~5 5*0 "~" 100~ ~5.9 10~0 ~S.~ 11~; ~5.J 1Z~O ~6.0 1530 ~41.0 ~SO0 ~J.O 2700 ~39.5 ~90; .~-.' '~ 5 301~ ~39.0 3703 ~35.5 3720-~43.0 3810 4~6.5 42C~ 44~.5 4510 449.5 4719 445.5 4~10 445.5 5090 4~6.0 5240 44~.D 5470 44~.5 5760 4]6.5 5970 445.0 6280 444.0 6473 442.0 6660 444.0 7100 444.0 7320 443.0 7580 459.5 7610 437.5 7630 437.0 7673 436.5 7690 441.~ 7830 440.~ 7940 441.0 8200 439.0 8225 437.5 427~ 43~.5 8275 434,0~ S390 434,30 83~1 437,2 8420 437,5 6470 439,0 8620 4~3,5 9620 444.5 10000 {~3.5 10140 442.~ 10540 443.2 10650 444.0 10800 444.0 10930 445.0 1~000 442.5 12110 44~.5 lZ~O0 441 1~21~ 439.0 122R0 441.5 12330 444.0 12430 443.5 12840 447.0 "A" 9~7.60 I 44 I I 5*0 "'[" 5*90 OCT D~ 1]:55:55 O200~ROG,L.c. SLYEX PAGE .q~. 4S9:3 1',.3~.3C. 458 9 11525. 437.6 12500 ~2,5 12900. 4~1,5 1~0~, ~42.4 13400. ~44.2 13600. 444.~ 13700. ,5~.4 13~Q~ 45~.~ 1400~ "A" 9~Z.7 1 ~ 0 I 5*0 '*C" ZO~ ZOO ZO~ ~0~ ~ 16-0 "E" O .O80 .~0 .OhS .055 .~ 5*0 12920 ~0 132~3 ~1 1~570 ,~1 13~25 ~0 13~13 I~ZZ 4~0 1~580 ~3.7 1~511 ~3g, 1~629 &35.1 1~5~Z 1471~ ~15.1 1~75~ ~15.1 1~763 ~17.8 1~776 ~Z~.Z 1~800 1~0~0 4]8,0 1~92~ ~36.Z 16.51~ 437.~ 17175 ~46,~ 17500 437.0 17780 441.4 181~ ~S. 1~7D~ 4G2.3 19~00 4lB 19870 441.1 20600 418,6 21000 ~36. 215~0 "A" ~ I ~8 0 I 3-0 I 0 "~" 44~0 ~560 57~0 ~940 12}~ ~*0 ]700 0 "C" 1120 1120 13~0 1~0} 2Z~O '~ ~i~ 1~i0. {.77~ 11~. ~4~.5 1510. 44~. 1~10. 4~1.5 17Z0. ~3~. 17J0. ~1. 17~3. G~.S 1~0. ~42.5 1~. ~. ]010. ,,~,5 ~11~,' -~,~. 3~::, ~':.~- , =~7.;., -"31, 531C, ~7.5 5330. . 4~,, ?~OO. ~5. 7373. -~3.5 61~0. ~.5 ~7:. ~. ~730. "A" 906.1C 3 oC I I G33,~ Z~3 "5" 50C3 52~2 ~2~ ~626 1~0 4*0 "C" 5'50 2'0 1 ~ ~ 4 5 3 C 5 ~ 3 2 1 0 "5" 0 .0~0 .0~5 .3~) .0o5 .3~'O 5*0 1003 ~G5,3 1030 4~5.0 1180 ~6.0 12G0 ~.0 1530 ~1.0 2300 ~O.O 2700 ~3g.5 2'~C0 ~40.5 3010 ~39.0 3300 e910 445.5 50~0 446.0 524~ 444.0 5470 442.5 5760 436.5 5~70 ~4J.O ~)0 444.0 4473 44~.0 66~0 444.0 7100 4~4,3 73~8 443.0 7)50 ~)~.5 731~3 ~)7.5 75)0 437. 7678 76~3 441.5 7830 440.5 7~40 4~1.0 8Z08 4~9.0 8~Z5 g~Z~ 4~.5 1~0G.3 4~).5 13143 4~R.~ 1.0540 443.D lC~50 444.0 1~8~0 ~4.C log30 445,0 1ZOO0 44~.5 1RllC 442,5 12200 · 'A' ~67.60 1 44 I 1 5,0 '- ! Cut - 450 ~ Proposed Igele Cross-Section 9lt. T 410 m ,* 1 OeO0 110OO 18000 180~0 14000 1 S 0OO 160~0 17000 0 K 460 ~ Stetlon-Feet m Design Flood El. 444.S ~ ~ - ~ Fill 410., ItOOO · I I ... I , i I I I I I ..-.. 'rEllim,,, ~ lose ~oo6'~ 4ese seee. 6ess 7ese seee oeee' loess 1 xooo h4c~',. Station-Peet : 4e~llll~,l* ~'IO.A t m ii