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Amending Plat for Lots 1-4, B.A
MINIMUM ELEVATIONS FOR IMPROVEMENTS WITHIN THIS ADDITION CIVIL ENGINEER AGUIRRE CORPORATION Lake Road IPOINT OFI / 12700 PARK CENTRAL DRIVE '~.. Flood Elevation Roar Elevation Finished Floor Elevation For Starteaf Street For Private Drives DALLAS, TEXAS 7525 1 South End of Site 445. 1 446. 1 446. I 446. I 445. 1 (972) 788-1585 ~ [~~ / ~ 5/8"z ~-. North End of Site 445.6 446.6 446.6 446.6 445.6 / / \ IRS ~ ~' ~ - Adjacent to 446.0 447.0 447.0 447.0 446.0 Be/tline Rood / / ,~,~5'~' "%.~ Woodbridge Channel ,, -- ........... .. / 4¥ .."' " o' 50' 100' 200' ~ /NOTES '" Scale: I" = 100' // ~ ~ ..' ~ "'..... ..... ~ dated August 23, 2001 of the Federal Emergency Monogement Agency, / ~ ~ ... ~ The developer, builder, seller, or agent shall inform in writing, each prospectve buyer of subdivision Notional ~ood Insurance Prog~m Mop, 0 potion of this prope~ //s--' ~ v ' ~ within Flood Zone "AE" which is the oreo of lO0-year flood with bose / ~ ~/ ... . ~ "'.... ~ lots or prope~y located within special flood hazard areas of this site that such prope~y is in an Cu~e No. 101 Cu~e No. 102 LO~TION ~ / .' ~ ~ '"...... ~ identified flood hazard area and that oil development must conform to the provisions of the Ci~ flood elevations and flood hazard facto~ dete~ined. The location of ~ = 15~2'~8" A = 5~29'45' ~ approximate location ~ '. ~ of Coppell Floodplain Management Ordinance. Flood Zone 'AE shown hereon is approximate and is for informotionol purposes only and shall not create liability on the po~ of the Su~eyor 5/8' / ~ of I~ ~or flood plain / ~ ~~. ~PSCO PAGE 1B-S,T . R = 30.00' R = 186.00' /Wdoble ~h, / /~ ~ " ~ ~ as to its accuracy. Zone ~" shown hereon is defined os: areas of 500 T = 65.14' T = 104.15' _ ' ROW ~icotion~ 8' ~ 8 '~ ~ (see 'Note') L = 68.55' L = 189.89' / / % · : ~ year flood; areas of 100 year flood with average depths of less than ~o, ~.. ~ 1 foot or with drainage areas less than I square mile; and areas pro- CL = 54.50' CL = 181.75' ~ ~ '~ % 10' Ut~y '% ¢~?¢8~,~ ~ . % ~e Pu~ose of ~enang this PI~ is to ~se oll the ~ ~semen~ T1 S.51'05'57"E. 45.07' ~ ~ ~ ~ ~' , . T2 S.29'13'04~. 97.02' I ~ 87.88': ~ 'E~mt ~ ~ ~?~ ~o, ~ · ~ to be Utili~ Eosemenfs, to m~se ~e W~er Eosemenf I~ot~ of the /'~/ ~ ~* '~o~ ~ *.. ~ ~o 10.~ feet wide utili~ ~sements along the west side of the T6 S.29'13'04~. 768.22' / i ~ / ~ ~ . N.6~46'56~. 180.47' [~WA~ I ~'~'¢~ ~ ~ ~c. ~ ~ ~ / ~-- ~ ~ / Water Line ~asement ~ ~ ~ ~ '. ~ ~ ~tume 72104. P~9e 2166 '~"~ " ~ ~IS P~T WAS ORIGIN~LY ~D IN VOLUME 2002073, PAGE 00064 ON w~ ~ ~ T8 N.O~O7'27'E. 1~2.93' ~ ~ -- ~7 ) ~ ~ ~ ~ __ / '_ ~ ~ ~ % ~ T12 S.5627'41~. 45.81~ N. 56'50'45% ~ , ~ ...... '~ / ~ ~ ~ ~ % ~ ~ x''de ~ '~ 'ne ' ~- T15 N.5627'41'E. 45.81 79.04' · ~- '-" ~'~'¢~ ~ ~ ~ 'ne ~' ~ ~ ~ L .... / T14 N.14'28'13~. 66.92' 10 UtBty~ T15 S.51'03'57'E. 8.04' // .' ~N~ ' '~20 x 2~ ~ ~ ~,h ~ * ~ __ ~. ~ ~ .. ~ . T16 S.29'13'04~. 88.52' ~ N. 5~50 T17 S.89'52'33"E. 82.99' " T18 S.51'O3'57"E. 1~.10' ~ 17.78' ~- ~ '~* ". ~ ~ /~ ~ ~ -- o~ .. ~ T19 N.89'52'33~. 83.16' ~ I -- - ~ -- ' ~ ' ~ ' - T20 N.O~O7'27'E. 252.00' ~ .... --.- / ~ / I~ , ~ ~'". . ~ ~> ~ "- ~ T21 S.00'19'20"E. 138.97' U~IAIL A [ ~Y / II ~ ~ .~' ~ ~. ~ ~oo ~ '. ~ T22 N.0~19'20~. 178.72' / ~ _ / I* ~ I /~] ~, ~ ~ ~ ~ ~ · ~' ~ ~ ~ " ~ - T25 S.10'27'15~. 49.64' ' ~ / J I ~ ~ ~ C12 ". ~ · T~4 N.1ff27 15 E. 49.64 ~ . ~/ ~ ~, ~ /~ , ~, ~ .............. ·. ~ ~ -. __ T25 N20'~'O0~ 158.77' ~ / ~/ ~1/ / ii · I ~ ~,~ ~m~ / ~ / ~ ~.~ , ~ ~. .~ ~ ~ .. ~ T27 N.10.27'13'E. 1.58' / .~, /-- ~ ~ / /,' / J ///~ / ~ ~ ~.~ ~ ~ '-~ ~ ~ ~ '"-. ~ ~ I T2aS.89'52'34"E. 82.99' ~ ,~Y/ //' / // // //' ~ ~ -~0' ~--~~ ~Ft'~'..~ ~ ~ '"- ~ ~ I,~ T29 S85'53'55"E. 465' / - ~/ % -'/ // '* / --- /% /~ / ~ '~ ~Z~ t- ~ ~ ~ "" ~ ~ I TSO S.001920 E. 188.08 20 Water Line Eosement~ / _ ~'/ ~ ,~ / ,_ /, , ~ / ~ ~ / Z % ~Z~ ~ > ~ " ~-- ~ ". ~ ~ ~ . T51 N 00'19'20~ 60 75' ,~ ..... ~¢o,~ ~--- ,~ % / ~ ¢ -- . ~' / ~¢/ .~ ,~/ .~ ~ ~ ~ 24' Rte Lon~ ~ ~ ' ~ ~-- ' 'Z~ ~' " ~ ~ ~ " ~ ~ T~2 S.m'27'1~. 49.6.' ' .~ Y/ I/~. /, /~ ,o) ,Z .[ _~ ~ (f~ic¢) ¢, %~% 3-- ~:-.%~ ~ . '-. /~ % S.~ T55 S.6~19'20'E. ~.00' ,/ ,~/ ~ /~ / /// [ ' /// I Jo~ ~ ~ ~ ~ ~ ~ y' ~ ~ ~' --~ ~. ~ ". / ~ - ~ ~ - T54 S.6~O0'~"E. 102.55' / ~ ~ ~ // , / · , ~ . ~ ~ %~ :~ ';~ g~''. ~ ~ % "-. ~ ~l. T56 S.29'15'04~. 78.09' / ~%~/ ~/~ I// //~~ ~ ~l~e)%/// / / / ~/ / ~ ~~ . ~"...~ ~ ~/ '"... ~ . T57 N.60'19'20~. 100.96' i ~'/ ~ //~ // / / (t~) ~ / - . I ~ / ~ ~ ~- { ~ ~ ~ ~ ~ [.~ ~ ~]00~ A/ ~ "" ~ ~ T38 S.29'~'~. 24.00' / _~/.,~ ~ /? ~ // // /, / A_ % / , ~ ~ ~ ~ ~-- ~ ~ '/:~ -- ~ --~ 2~_ '. ~ '-. ~ ~ T39 S.6~lg'20"E. 101.65' / ~~' //2 / ~;' // // / /~/~ / /~ '~0~ ~ '~,//~ ~ -/]3.3gb Ac~es ~ '. ~ ~ w ~'~ W / / ~ / / / ~ / ~ ~ tooo~o o~ r~/ T41 N.6~46'56~. 252.42' , /.,~ // ~ // ~/ n:. / . ,. / ~ % , ~ /,/ ~ ~, ~'-~ ~ ' ' ' ~ "- ~ ~ T42 N.29'~'59'E. 117.35' , ........... * / ~ ~ ~0, / ' /,-- ,~/ _,0~ ~ / ~ /~e~ 25' Buildlnq Line~ ~ ~ ~' ,~ -' '.~ ~ ~ ~ ".. ~ ~ T45 N.60 1921~. 24.00 ............. ~ / / ,_ ~ ~ /~ . ~ / ~ ~ / ,~ (t~) ~ ~ y ~ ~ '~ ~ ~C~tv of ltv,no · ~ ~ . T45 N.6~'56~. 125.70' ,4~., ~' '~, ~ / ~ ~-~Z~ ~ ~. / / ~ ,g~ T~,~5~ ~ ~ /~ ~ ~. ' '~ ~/ Volume 97128 Po~e 4091 ~ ". ~ ~ ~J~ T46 N.59'33'18~. 7.97' ' ' ' ~ ~ / ~ /~ ~ --'~ ~ " ~ e~- J '~ ~ ~ '~ Z~ ........ " ~ ~ ~1~ T~ N.89'40'~'E. 120.00' / / ~ % /~ ~v / ;~___~26_~ ~ - T2z ~ / ~,~- -,,~ ~ ~ ~ ~ '~ ' ~ ~ .. ~ T49 N.~19'20~. 24.00' ,' / / , _ ........... 1 R 1 A . / / '". -- T50 S.89'40'~. 119.35' w / ' ~ / 0,~ / ~'~ ~ / ,_n Tp ....... ~' ~ ~ ~Z~ / // -~.%~ %~ ~/ //'~ / ~ ~ ". ~ _ % ~1' m51 N.O~O7'27'E. 5~.64' /- /-- 1.~/ '0~ // nre L~e ~ ~~*~l~_~ 4P ............ / I/ ~~%~ / ~.~// ~ ~ ~ '.. ~ ~ ~1~ TS2N.O~O7'~S%2~.S9' / , . .. o, ~, ~ ~ U C · ') . /~~'~Q ~~ //7.~ /'~' ~ .......... ~ ". ~ -- T55 S6~46'56'E 222 12' / / ~ '/ / ~ _~ ~ / p ,~ __-- ~ __ / .~~,/~'./ '~/ ~ ~ b. OU'4000 ~. '. ~ T5,s.29~30.~, oo.s~ ~ / ~/ / .U ~ --c~o ..... c*~-- ,~ , . ~ ~2 ~ ~ ~' ~<~~~~,/-~ ~ ~5.00 ~ -. ~ TS~N.2*'~3'O.'E. 60.8¢ / ,-- /~, ~ // fit / / ,-- ,,' ~ ''-~~~ / ~ -~ ~ ~ "- % T56 S.6~46 56 E. 156.00 / / ~/ ~ / · , / ~ -. , . ·. T58 N.60'46'56~. 180.47' I / ~ ~ / I I , // ( ~' ~ 20.~' ' . ~ . · .lO? · , ". ~ TS' ".00"07'27'E. 560]4' , / _f~;,O/ ~ ~ ~. ,, / , / ~0~ ], S]OOk ~ S. 29'4059~. .l j/ ~ (by fh,splo') ,~/~ ~:'~ '. .,.,~,~t'~ ' · , L~.' %y , ? 4/ · ,' L ~9 114 Acres ~o.~' I I %1 ~ ,~' q~ ~ ~o' ~/~ ~X~ · . i I · // / i ] 9 ~ ~ 6Q 066 1500' m~ ~r~ - / / / ~ /' ~/ / / ~ ~ ,~ ' ~ ~ ~ ~% ,~- · .. ~, ~ 7o~' ~ , L ~' / .// / ,~Vorioble Width Droinooe Easement ~ I ~_ ~~ ~ ~ ~ ~[~ / , ./ . ~ ~ ~-/ .~ ~ = ~~ ~/' '-. / Volume 81012 Page 1311 ~ ~ % ~ % ~ ~ ~96' -- ~ / / / o ~ ' ~' ' B~ '~' = - ''. ~ _ ~ ~, I I ~'. . ~ / / / ~. volume o~u~, rage zou~ , [ ~ m~ C~ O~ ~ ~... . ~ P~ --__ ~[ pI ~.~___ ~ &~ '..,~ ~ . = ~o~.~. ~[- ~4uo ~2~, . ~%~ '// / / /, , I{~ ol ~ ' ,,% .. ., .. ~;...~ "~.~ "..% . _~L = ~47.4~ , _ ~ ~ - ~-~'~n" /X / I ~v / ,, ,- ~/ ~1 ~ .... T~o--T----~ s~ro~'~/~ ', ~ -'; ,' ~ I "~'~Z,. '....~ ~ 2o' 0~. ~-- -------,~ - ,/// , , ~ r, ' ~ [2 ' "' ' ' ' ' ' ' ' '¢ "' "~''---~-- ~ ' ..... "'" ' , / ~ / I I ~ 15~ 13537 ~ / ~ / / / . .~ - ~ Water L,ne Easement _ / , . . · . . , .... , , , ,' . --.. . . . R- 552.47 ,' 5 /I ~=, n..~o,. ,, ,'n~L... ~- . ,, / : --. ........ ~:, '----'- ,/' ,/' '/ "' , " T = 112.00 / ~, [ ! / .' I I~ e~,~) ,~ I~ (~0 ~% , ? u~_, ~ ~ /-// 0~) ~ ~ I '~'~-.:~ ~ ~,' · ~. ~,l / ~ ~ :z , , , ,~ ~ ,8 ~ ~ ~~ .' /~~. ~ ~ i= . ~r~ '.. '..~ ~ - / '~ ~7~.00 ~' ~ ~ ~f ~n ~ ~' ; -i ........... ~' / ' / / ~ ~ ~ ~ "~ ~u,~ (~icoU I -~ ~ ' · ~ / ~ / I . / ~ , ~s.~4'50'~. ~' ~il~e~ / ~ ,. ~/ 2~' ~ L~,,~ S. OO'O7'~Z~. / , , ~ ............. / ~ ~,~ 0~ WEST ~..~,,.~ I I I S. 60'~'~--~ I '1 / 5084 t,~,~,/ I f ic~ 50701 J ~u/~u~ 0~~/ C9) 0 ~0202 - '"' / / / / g / / ~ I00~1 ' ~, . / / ' ' / / / ' '/ / e ' '. . ' ' .... I I II/ · / ~ ,~ ........... T20 .......... ~, ~ T5 e r .... T4~ ..... ~ ...... ~ ................... T59 ............ ~--~--~ ~/ . 101 O~ ~ ' ~ . I ~.74 N O0 07 27 ~ ~ ~.~o~o~. ~ I / ~ I ~ ~ ~ ~.~'~'~:~. ~.~'~'~"E.~ ~ I. / ~ I I ~ ' ' J 22.22' 1 ..... J_ _[ L ~ ~a.9~' ~.~4' I I' / I ~1 I . _ . . , . :, .. ........... ................................... ................ .. . ......... ........ .... ~ ~,~- /~.~r~'~'~. I , I I:~ . 1... J - I Volume 87136 Page 3921 I 0 758 Acre ..... I ~t I Sewer Easement I. ~ .' / / I ~ ~ Vista 'Par~ers N ~26~ /., · "'%~A~'-- _~_ I Volume 87140' Pooe 011~ I ~ 1~ 0'0~ OI ~'0~1~ I I ' I "' // I '~-~ .............. -~'~ Corners of CoppeH . i I Fel~gton Place I Sand"~Mac' Partners ................ n .... n+~. ~ ...... ~ .... h I ~ ~ (D~CT) · w ....... ~ , ....... (u~cU _ . ~ Joint %enture (see "Note") Independent School DistMct ~ ~ _, .... · .................... · '- I ~ . (~ ~ . Volume 930Z~, Pa~e 165 ~ Volume 89075, Pa~o 2~4 , ~ ~ M. ~0~ 'F.~o~ ~ '' ..... " '"X I I I I ', Curve No. 1 Curve No. 6 Curve No. 11 Curve No. 16 Curve No. 21 Curve No. 26 Curve No. 31 Curve No. 36 Curve No. 41 Curve No. 46 Curve No. 51 Curve No. 56 C;urve No. 61 Curve No. 66 Curve No. 71 Curve No. 76 Curve No. 81 Curve No. 86 Curve No. 91 Curve No. 96 A = 09'53'55" A = 114'37'23" A = 90'00'00" A = 88'10'33" A = 09'55'42" A = 12'23'22" A = 37'16'04" A = 03'13'54" A = 14'53'23" A = 90'00'00" A = 180'00'00" A = 67'24'23" A~ = 55'32'39" A = 56'29'06" A = 73'41'10" A = 40'00'00" A = 90'00'00" A = 90'19'23" A = 113'38'14" A = 55'56'39" R = 100.00' R = 150.00' R = 30.00' R = 54.00' R = 100.00' R = 226.00' R = 127.53' R = 478.00' R = 274.00' R = 30.00' R = 12.00' R = 54.00' R~ = 50.00' R = 54.00' R = 36.00' R = 30.00' R = 30.00' R = 30.00' R = 2.00' R = 30.00' T = 8.66' T = 233.75' T = 30.00' T = 52.31' T = 8.69' T = 24.53' T = 43.00' T = 13.48' T = 35.80' T -- 30.00' T - T = 36.02' TI. = 26.33' T = 29.01' T = 26.97' T = 10.92' T = 30.00' T = 30.17' T = 3.06' T = 15.93' L = 17.28' L = 300.08' L = 47.12' L = 83.10' L = 17.33' L = 48.87' L = 82.95' L = 26.96' L = 71.21' L = 47.12' L = 37.70' L = 63.53' L = 48.47' L = 53.24' L = 46.30' L = 20.94' L = 47.12' L = 47.29' L = 3.97' L = 29.29' CB = S.51'27'38'W. CB = S.28'05'38"E. CB = S.74'13'04'W. CB = N.44'12'43'E. CB = N.21'28'37'E. CB = N.OS'16'32"W. CB = S.69'12'49"E. CB = N.31'O3'48'W. CB = S.07'01'31"E. CB = N.44'52'33"W. CB = S.79'32'47"E. CB = S.23.14'58'E. C~B = S.03'00'58"W. CB = N.OO'19'20"W. CB = S.26'23'22"E. CB = S.40'O0'O0"E. CB = S.74'13'04"W. CB = N.45'17'OS"E. CB = S.19'49'45'W. CB = N.O1'14'44"E. Dale CL = 17.25' CL = 252.49' CL = 42.43' CL = 75.14' CL = 17.31' CL = 48.77' CL = 81.50' CL = 26.96' CL = 71.01' CL = 42.43' CL = 24.00' CL = 59.93' CL = 46.60' CL = 51.11' CL = 43.17' CL = 20.52' CL = 42.43' CL = 42.55' CL = 3.35' CL = 28.14' Curve No. 2 Curve No. 7 Curve No. 12 Curve No. 17 Curve No. 22 Curve No. 27 Curve No. 32 Curve No. 37 Curve No. 42 Curve No. 47 Curve No. 52 Curve No. 57 C~urve No. 62 Curve No. 67 Curve No. 72 Curve No. 77 Curve No.82 Curve No. 87 Curve No. 92 Curve No. 97 Owners: ST. JOSEPH VILLAGE, INC. CITY OF COPPELL TEXAS /~ = 19'56'54" /% = 58'56'33" A = 44'45'12" /% = 38'43'01' /% = 180'00'00' A = 131'00'53" A = 79'41'49' A = 16'05'52" A = 128'57'33' A = 90'00'00" A = 67'24'23" /% = 38'52'58" A~ = 129'12'42" /% = 28'14'33" A = 77'52'25" A = 25'28'11" A = 90'27'35" /% = 16'31'17" A = 11'27'01" /% = 90'aa'a0" 180 SAMUEL BOULEVARD 255 PARKWAY R = 1aa.aa' R = 150.aa' R = ~.00' R = 312.00' R = 5.OO' R = 3O.OO' R = 126.00' R = 288.OO' ~ = 3O.OO' R = 3O.OO' R = 78.OO' ~ = 54.O7' R~ = 20.aa' R = 3O.OO' R = 3O.OO' R = 44.OO' R = 3O.OO' R = 54.OO' R = 2la.a0' R = 3O.OO' COPPELL, TEXAS 75019 COPPELL, TEXAS 75019 T = 17.59' T = 53.03' T = 22.23' T = 109.62' T - T = 65.85' T = 105.16' T = 40.73' T = 62.84' T = 30.00' T = 52.03' T = 19.09' TI' = 42.13' T = 7.55' T = 24.24' T = 9.94' T = 30.24' T = 7.84' T = 21.05' T= 3o.oo' 304-0300 462-0022 L = 34.82' L = 101.95' L = 42.18' L = 210.83' L = 15.71' L = 68.60' L = 175.26' L = 80.92' L = 67.52' L = 47.12' L = 91.76' L = 36.69' L_ = 45.10' L = 14.79' L = 40.77' L = 19.56' L = 47.36' L = 15.57' L = 41.97' L = 47.12' CB = S.46'26'08"W. CB = S.48'41'20"W. CB = S.O6'50'28"W. CB = S.70'31'03"E. CB = S.53.52'19'E. CB = N.65'25'36"E. CB = S.10'37'50"E. CB = S.81'49'37'E. CB = S.50.00"34"W. CB = N.45'O7'27"E. CB = N.23'14'58"W. CB = N.40'32'51~V. CB = N.84'36'21"W. CB = N.14'26'57'W. CB = S.24'17'45"E. CB = S.32-44'05"E. CB = N.15'33'OS"W. CB = S.68'23'13"W. CB = S.55'03'26"E. CB = N.74'13'O4"E. CL = 34.64' CL = 100.00' CL = 41.11' CL = 206.84' CL = 10.00' CL = 54.60' CL = 161.47' CL = 80.65' CL = 54.15' CL = 42.43' CL = 86.56' CL = 35.99' CL = 36.14' CL = 14.64' CL = 37.71' CL = 19.40' CL = 42.60' CL = 15.52' CL = 41.90' CL =42.43' DAVID MEYERS SURVEY ABST, NO, 886 Curve No. 3 Curve No. 8 Curve No. 13 Curve No. 18 Curve No. 23 Curve No. 28 Curve No. 33 Curve No. 38 Curve No. 43 Curve No. 48 Curve No. 53 Curve No. 58 Curve No. 63 Curve No. 68 Curve No. 73 Cu~e No. 78 Curve No. 83 Curve No. 88 Curve No. 93 Curve No. 98 S,A, & M,G, R,R, SURVEY ABST. NO, 1442 A = 11'02'35" /% = 128'56'33" A = 44'45'12" A = 98'18'22" /% = 28'23'52" A = 05'19'52" A = 18'35'55" A = 22'42'44" A = 12'41'36" A = 180'00'00" A = 15'46'14" A = 70'27'13" ~ = 03'58'38" A = 112'53'14" A = 15'02'12" A = 74'41'15" A = 89'32'25" A = 120'00'00" A = 90'00'00" A = 90'00'00" CITY OFCOPPELL, DALLAS COUNTY,TEXAS R = 221.00' R = 30.00' R = 84.00' R = 30.00' R = 495.42' R = 583.00' R = 143.79' R = 288.00' R = 512.00' R = 25.00' R = 488.00' R = 18.00' R~ = 896.00' R = 30.00' R = 232.00' R = 60.00' R = 50.00' R = 2.00' R = 30.00' R = 30.00' T = 21.36' T = 62.82' T = 34.58' T = 34.70' T = 124.84' T = 27.14' T = 23.55' T = 57.84' T = 56.95' T T = 67.59' T = 12.71' TF = 31.11' T = 45.23' T = 30.62' T = 45.78' T = 29.76' T = 3.46' T = 30.00' T = 30.00' L 42.60' L 67.51' L 65.61' L 51.47' L = 244.56' L = 54.25' L = 46.68' L = 114.16' L = 113.43' L = 78.54' L = 134.32' L = 22.13' L = 62.20' L = 59.11' L = 60.89' L = 78.21' L = 46.88' L = 4.19' L = 47.12' L = 47.12' CL = 42.53' CL = 54.14' CL = 63.96' CL = 45.39' CL = 242.06' CL = 54.23' CL = 46.47' CL = 113.42' CL = 113.20' CL = 50.00' CL = 133.90' CL = 20.77' C2L = 62.20' CL = 50.00' CL = 60.71' CL = 72.79' CL = 42.26' CL = 3.46' CL = 42.43' CL = 42.43' 14 Curve No. 19 Curve No. 24 Curve No. 29 Curve No. 34 Curve No. 39 Curve No. 44 Curve No. 49 Curve No. 54 Curve No. 59 ~u~e No. 64 Curve No. 69 Curve No. 74 Curve No. 79 Curve No. 84 Curve No. 89 Curve No. 94 Curve No. 99 Curve No. 4 Curve No. 9 Curve No. A = 76.29'03" A = 5~04'25" A = 90'00'00" A = 05'50'01" A = 13'03'24" A = 22'15'28" A = 31'57'10" A = 64'57'58" A = 07.53'09' A = 28'14'33" A = 180'00'00" A = 105'27'02" ~ = 85'34'35" A = 10'28'57" A = 19'25'25" /% = 90'27'36" A = 86.04'19" A = 150'15'06" A = 55'56'59" A = 90'00'00" T = 23.64' T = 10.35' T = 124.00' T = 14.22' T = 22.89' T = 114.69' T = 36.07' T = 19.10' T = 60.05' T = 13.59' T - T = 23.65' TI' = 23.14' T = 40.36' T = 47.84' T = 30.24' T = 28.01' T = 7.52' T = 15.93' T = 100.00' L = 40.05' L 19.94' L 194.78' L 28.41' L 45.58' L 226.48' L 70.27' L 34.02' L 119.92' L 26.62' L 37.70' L = 33.13' L_ 37.34' L 80.50' L 94.76' L = 47.36' L = 45.07' L = 5.24' L = 29.29' L 157.08' .............. CB = S.12'49'26"E. CB = S.79'49'O8"E. CB = S.74'13'04"W. CB = N.3S'32'41"E. CB = N.48'51'12"W. CB = S.69'25'19"E. CB = S.62'33'44"W. CB = S. 18'34'59'E. CB = N.83'OS'13"W. CB = S.14'26'37"E. CB = S.1T16'36"W. CB = N.63'lO'44"E. ~B = S.43'06'38"E. CB = S.62'11'38"E. CB = N.19'58'58"E. CB = S.74'26'52'W. CB = N.46'38'30"F. (:;13 ----N]5'14'08"F. (;13 = $.51'27'38"W. (;8 = $.74'13'04"W. CL = 37.14' CL = 19.57' CL = 175.36' CL= 28.39' CL = 45.48' CL = 225.06' CL = 69.36' CL = 32.22' CL = 119.82' CL = 26.35' CL = 24.00' CL = 28.65' C:L = 37.34' CL = 80.39' CL = 94.30' CL = 42.OO' CL = 40.95' CL = 3.87' CL = 28.14' CL = 141.42' ~heet: Curve No. 5 Curve No. 10 Curve No. 15 Curve No. 20 Curve No. 25 Curve No. 30 Curve No. 35 Curve No. 40 Curve No. 45 Curve No. 50 Curve No. 55 Curve No. 60 ~u~e No. 65 Curve No. 70 Curve No. 75 Curve No. 80 Curve No. 85 Curve No. 90 Curve No. 95 Curve No. 100 1 A = 32'26'36" A = 38'04'23" A = 60'54'23" A = 19'56'55" A = 27.51'17" A = 04'15'08" A = 72'00'51" A = 13'28'50" A = 02'54'56' A = 208'14'33" A = 15'46'14" A = 39'20'23" A~ = 151'45'27" A = 67'24'23" A = 109'42'43" /% = 89'32'24" A = 90'26'47" A = 07'20'03" /% = 291'53'18" A = 60'54'23" R = 559.00' R = 30.00' R = 150.00' R = 100.00' R = 200.00' R = 583.00' R = 30.00' R = 274.00' R = 920.00' R = 30.00' R = 464.00' R = 454.00' RR = 54.00' R = 30.00' R = 30.00' R = 30.00' R = 50.00' R = 210.00' R = 45.00' R = 126.00' 2 T = 162.63' T = 10.35' T = 88.19' T = 17.59' T = 49.60' T = 21.64' T = 21.80' T = 32.38' T = 23.41' T = 119.25' T = 64.26' T = 162.29' TF = 214.65' T = 20.01' T = 42.62' T = 29.76' T = 30.23' T = 13.46' T = 30.42' T = 74.08' Of: Registered Professional Land Surveyors L = 316.53' L = 19.94' L = 159.45' L = 34.82' L = 97.23' L = 43.27' L = 37.71' L = 64.47' L = 46.81' L = 109.04' L = 127.72' L = 311.72' L_ = 143.03' L = 35.29' L = 57.45' L = 46.88' L = 47.36' L = 26.88' L = 229.25' L = 133.94' CB = S.69'11'01"E. CB = N.41'44'44'W. CB = N.50'19'44"W. CB = N.26'29'14"E. CB = N.28'23'51'W. CB = S.82'40'37"E. CB = N.65'27'16"YL CB = S.OTO9'35"W. CB = N.88'25'O5"W. CB = S.75'35'25'W. CB = S.64'50'17"E. CB = S.44'25'35"E. CB = S.76.12'04"E. CB = S.23'14'58"E. CB = N.65'OS'38"E. CB = S.15'33'08'E. CB = N.45'O5'56"W. CB = S.33'19'21"E. CB = S.60'46'56"E. CB = N.30'19'44'W. CL = 312.32' CL = 19.57' CL = 152.05' CL = 34.64' CL = 96.28' CL = 43.26' CL = 37.71' CL = 64.32' CL = 46.81' CL = 58.19' CL = 127.31' CL = 305.63' ~L = 104.74' CL = 33.29' CL = 49.06' CL = 42.26' CL = 42.59' CL = 26.86' CL = 50.40' CL = 127.72' 4222 Rosehill Road, Suite 2 * Garland, Texas 75043 · (972) 240-5999 , Fax (972) 240-4466 · e3UDU!pi0 SUeUJa§DUDpl U!OldpO013 Ileddoo Jo XS!3 eq) /o muo!m!Aoid eq) os u~ojuoo ssntu )uecudola~ep lid SDq) pUD D~JD pJOZOq pOON pe~J!)uap! uo u! ~! 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