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SL9228Aa� i2 Pti r z M S GRAPHIC SCALE 1`_100' 0 too 200 300 o pi 30'v-y30'� _t SO 30' x 30' 'o _ v.E. 00' t5.00' - - 10.941 -' f0 e y - _ .�..}11 r N 8 L 4 os 1 _ L-4.06C t t DETAIL 1 t .v 1 XMS. 1 _ __ __ ----i I j .. _. �.... C13 q I o m L-85. 99'_ i --a 37.69, -- . t L_6. 03 -Sa l5.55' 59 S3-'E 15. 52' t L'10.23' li N 86'42'22' Ef-j DETAIL 2 s ® DENOTES STREET NAME CHANGE. NOTE' THE SURVEYOR HAS BEEN MADE AWARE OF THE EXISTENCE OF A BURIED GAS PIPELINE IN THIS APPROX&1SATE VICINITY ALONG N.T,B. THE SUBJECT TRACT, BUT HE HAS NO KNOWLEDGE OF AN EASEMENT FOR SAID GAS LINE. BLOCK 0 \ (a remaining portion ) ') United States of America BLOCK A C M dal I ! `\ 'TRACT No. B-134B' V o 01 �m WICHI�A-CREEK ESTATES- - - _l ' 61 WICHITA CREEK PHASE II \ '- V Judgment on Declaration W o Cabinet H, Slide 109 'Cabinet t, Slide 88 \ f Taking Number 3 wUa z P.R,D.C,T. N i aPPARENrAPaoxIMATE o g Y_ P.R.D,C.T.; LOCa OF2o' \ filed 6/25/52 . + I Lu t j TOWN OF FLOTW�pC�RN M1mLP$). TEXAS F ` q� ({��1 f EASEMENT FOR A WATER LIE OR LINES Y RTITdT) tbtt 1 1 14' I SEE DETAILS 11&3 ' ' tv VOLUME 532;, PAGE MS LOT 24X } -1/2' 7.R. F. E. LL fir- 1 D.R.O.C\T. 14W'6 SO. FT. 4.11' SOU'fN LOT 15X { U 1 _ Of GM'E' ` o WICNTTA 1RAIl 30�w.E.' N 88 *09'18" E 145d.69' �- U lwidlh+n0efelmirediE rr 0 0 0 9. .0 N. 0£aICAT ION 15. 00' 115 i M1 y( La 54. R.O.W. .. _ _ _ - - 5 00 3o.no'' _ _ _ _ e..-. _ _ e._-- - R.O. N OEOI4ATTON l5.00 , I '_ e..-. �._--_ -. ..�• _ _ - - 165 1�, T �lT41 99 1 ... 1 f .50 SB�f 5�0' t 12 ,�%.26 '� L 37 69' PomcrfS.00' �'-S d4...@..m -- 15 U.E. 15'V.F.. ">$:-9Q'�.. 1. 1 -.,_,_ ...o--...�.�_r...... __-__ qqI 45. a4. X y�l(-� M s. r,1 1500' 1 - �168 26Xo.FT. i� fD n1---y5'u. Er 1 LOT 16X c� + _ +:ota 1 WI68 SQ.FT. a ` f4.20' '1500'' L-- i} `OT-26)('--. 'P'' N4[ f5.00 SNm 5077 S0. FT. �(`' i �ry a 3 _ 416002 A�CRES� `\ av 40 �" ` N 1 c0 �(p ls3`\o 1 1 2 I 3 11 43560 S0. Fi'. 43974 SO, FT. W 1 t\ Q" 44666 SO, FT.1\O\NJ (�i}. \ <' 485QS SO. FL�I 43560 SO. FT u4i 43560 SQ. FT. t �._, , j 49716 Vol "0. FT.�t :aL.25'�1 '$YSB'S U O.0 &M •• 'S.4a 410.!!' o f54.79 1, .. 481.50'_ tLT is. NN roa 1'�',T':7aa�� 10 o �P 5� b 5? FLOWER MtJ(Nq ROAD -- PROJECT LOCATION •-. WICTITA TRAA S iWE-A-WAY i WADOW LARK ems° »VW \IG�I` �IYIG`irii/afG ABBREVIATION LEGEND UE. UTILITY EASEAW Of OADOGE EASEADR 0. CUE, WR44E & UTILITY EAS9iNl' al. RAIDING CDC SVITC. & HE, STREET. UIllnY. OPADV�, CttSRUCTI N & KAD98YNY: EAMENT D, & PE. Ea6@UN 6 PEDESTRIAN ACCESS El9'1FN1 Vt. VCSD II.IrY EASDISEA LINE BEARMMi DISTANCE L1 N64.19'42' W 113.33' L2 S48051'26' W 184.51' L3 N76.38'30' W 67.41' L4 N75'.0998'W 98,44' L5 $24 12'52 E 166.38' L6 N75.11'25 E 136,53, L7 _ S17 5335_ E 233.17' LINE BEARING DISTANCE L8 NOI.50'42'W 55.94' L9 N28.21'28'W 23.55, LIO SOI.50'42'E ❑.78, LII S69•.1'36'W 8 14134' L12 N24.56.'55'E 44.43' L13 S81.221311£ 2L55' L14 S19.19'55'E 29,32' LI5 S83'59'53'E 165.1a' Lib N86.42'22'E 34.31' .F=PION. 40' LNITED STATES OF AMERICA EASEMENT 'TO INMATE. SUBMERGE, AND OVERFLOW PERMANENTLY, TEMPORARILY, OR INTERMITTENTLY AS MAY SE NECESSARY' PER COMPLAINT FILED JIUEIE 14. 1952 IN CONDEMNATION PROCEEDINGS (CIVIL No. 7621 IN THE DISTRICT COURT OF THE `SEE DETAIL 2 UNITED STATES FOR THE EASTERN DISTRICT OF -- TEXAS, SIERMAN DIVISION t/2' I.R.S. WAPLASriC cAF C,W. MALTSBERCER SURVEY ABSTRACT No. 934 A. P, LLOYD SURVEY ABSTRACT Va, 746 8-tt7�y 20' TOWN OF FLOWER MOUND. TEXAS ' WATER LK EASEMENT VOLUME 632, PACE 72 D. R. D. C. T. ry _ _. - 17> 00 �._-175. 00._,._ .e-_._.. _ 1'o t �,,� - .b 15'U.E Is p6' 75 r� / '_' { 1 4 `S C ^-... 1 7.5' 2!i' x 2J' 2< v p U iS' x 25 j 1 i ._. 1 v t 1 �. 39' E C?7 I _ L t' 1 tLI_ }6 � 98 9 L. ..__ I v 43747 S0. AT. L� 'n ..•1YY. 5 0 r W 3 1 10 ' 2 1 3 �1 4 Nit 46986 SR. FT o�(' "�� 44186 SQ. f"1. jj +8, o ci 1 I .1 43750 SO. FT. X1 43750 SO. FT. i o Nf _ _ - 36.99' i 1 d6o i .. 43750 $0. FT. S 85'49'08' pit N n N 44507 SO. FT, "t II �� "-" A5 1m a EN 0e-IZI 40- E�24oAO of V' _ j� o i 1 w_ ni �1 1 12 �o m �"� 60160. SO, FT. ?q, �.•« 88'09'18' E f--175_.DOa�- 176-00i'75-A0:--.-._. A i- 378:-49.:...•.-.-.. it 88'89`28`"E-P69'i 30 p c> " 165:`00,..._ �_ •--• 9 3� 34 f 34 '-T70`00"'"-- ' �..._...._ (� -u�Oi� L23 S/ w 4 s j j1 i `-` 15 U e ('�/'�`Sf5'23 i5'N JJJ S- --� / {". 1 _ m /}� I 65.91' m 1 1 � E-43<r:SN�C2f> 43560 SO. FT m ��{ . `i m i, :a u} } A/7 6 �,�1 5,W L42 /�c'2nr```'45:3 Pats R. Smith t.„_LJ� 1 4 :", -! 23 ��'� a5a92 sa. Fr. 1 ja� called 99).171 acre tract _ t <I x1 53faz so. FT. o A %/ C,C.F. No. 97-R0001649 S b N 88'12'AR' E_240.00' t'� 25 1� 24 0 '"P / 45337 SO. FT o 9 j� j 44622 SO. IT Tit 47859 S0. FT. `h S 87 •�0'O6' E 283, 65' / I % 44116 $tl. be J y,'-^2 •{ g/!ate 7 v ._._.� 2,s `�',: ( S•D S<j 5 1 Jai �._.-_.. ..._ .._._'( 58 N.L. _._.,% / .! `+\ 'wy / \^, f./J 43724 50. FT. 25 x 25' g2'7'�� } x 2J' P Na '%/ ,1 .x E v// v.E +--4.C.f_\ j•,! 435Fi0 S0. IT iii i Y E 11`f ffN 8 @ 5.55� /// 702 4 .../C` m 10 S.O.O.0 &N E _....`___.1 -�.� J."//77 00j Ca-, 6 ;�. t., `( I 0, pp 139 74' 5-'�--}L43 . fl• r / ,rx a '$4i'. _.... 151.a. 5+-i 'ii'?d''E"376 ..,.. t'Y'-4'i�- ,- t4O/�I/({�/'�yf02.b3� 111 v, p 1 }-� 150 00 J��L4 ,-._-uc,',ri11 _ "25. ' Lil 11N 88'12'40' E 240,OOi'�J.`aR..49-- u- ,i'F--zS^x25�J ilia's.u.o.c.&I+.E."��..,�..- r°6J1 U'V'� T' o,� f 111 i2 {{.. % t _ F 47930 SO. FT. 08\ mm � 1 o 43654 30. FT. �^I iJ l u> 1 \`•,'\. 11 w 9 43560 S0. FT. �CO� ta�'� cvl J l W 'Yk2, I mo, +" 40UN SOU I kT_ @ t 20 21 "� 227248,0A 248.0 _ t �' '_`.- t ...1.11 ...iii 4A68IT 44689 S0, FT. v� 44917 S0. F7. �.'�J - �LI24' 7,8 L 3 - .S '- {{N 98'12'4; E 240.00 _� 1 S0. fT u! zl 19. 39. ro w rn ..c �. m� 15'U. E. Ill ,tr}� { Y- 7.5' 117.5.i' x 'a. �jV S" All I 7 �' G' IJ�--i5b.^00 150-08-^- @G.".:it 7_...�,� 44185 so FI'. I .xa�•�,. y., 9t SO°.z, FT ry�V '" E 43560 Sa. FT,-- i -^SSOQ'c94""`p'-•- �� 'Y T Oi-•t-+..� yy 7.a =3 �gGiN s az 50 07. eoe_72 >€ 4 , 88'12�40' E 240,0 I �in� �t+�j�i, _ �j�,-�ry(�IP. ✓ �1 YY _ .19 18 i"1 - fo`� '*�3' p'• { 1 Rini1 435115 SQ, FT.r- 44358 SO, FT. 44 7 Sa', 59'B. L. ,- A�T 10 (.� A3596 SD. PT. `+a �l•'. _+ FT. R 0 p MATCH 2 OF 3 APPROXIMATE LIMIT OF 100-YEAR FLOOD ZONE PER F.E.M.A. L.O.M.R. (TYPICAL I remaining portion I d Stales of America ?ACT No. 8-134A' ment on Declaration aM* IT) r 85666 SO. VT, ,1 a \"76j >;sJ. r ........ -' LIMIT OF ONE (TYPICAL I 'E 7) BY A F,E.M.A. IVE 01/10/00 ) l�l LL pZa OOV W W 04�1- \ w�Ww � L1�. o. agm 1 LINE BEARING DISTANCE L17 S74-35'27'E 221.47' Lib NO2.46'34'E r74, 12' LI9 S02.46'34'W 179.73' L20 S74.35'27'E 179.09, L21 $27.13'24'E 51,87' L22 S07 31'24'E. 71.82' L23 S12 16 47' W 49.05' L24 NI2 16'47'E 66.30' L25 N07.31 24' W 61,37' L261 N27.13'24'W 46,66' L27 N74 35'27•W 426.20' L28 S84'38'58'E 339.93, L29 821.121321E 41.24' L30 $28'41'03'E 103,24' L31 N28.41'03'W ro1.26' L32 N21.12'32'W 42.87' L33 N84'38'58'W 340.68' L34 S85'0I'54'E 24SA5' L35 _N59.03'20'E 53.40' L36 S83.32'14'E 54.44' L37 N83'32'14' W 7t.98' L38 S591031201W 53.40' L39 N85.01'54' W 8.08, L40 S21.40'16'W 176,70' L41 N21'40'16'E 169.19, L42 N85'01'54'W 215,05' L43 S86.OVIO-E 84.92' L44 S75.49'42'E 67.55' L45 S02*50'07'El 185.59, L46 N82'50'07'W 250.82` L47 N66.01'10'W 79,97' N01'S0'42'W 233.48' N50.18'10'E 59.5V S50.18'10'W 71.48' JL�48 S01.50'42'E 226.14' N7T29'56'E 80.31' N89'F7'31'E 47.17' S72.24'27'E 21.08' L55 S24.20'07'W 46,01' L56 S42 19'32E 46.95' L57 N42 19. 32' W 67 23' Lye N24 20'07'£ 46.01' L59 N72 24 27 W 21 08, L60 S89 17 31 W 44 59' L61 S77 29 58 W 90 45' L62 S47 01 06 E 72 61' L63 S25 55 04.E 39 15., L64 S02.07 57 W 30 87' L65 S85 49 16. W 25 31, L66 St4*48'56'WI 27.61, L67 N14 * 48'56' E 21 27.' L66 N46 52 09'W tl 79, L69 N57 04'20•.W 14.46' L70 N66 l0'47'W - 12.96, L71 S6504'13' W 2 23' L72 S46 31 52'W 38.58, L73 S41 10 43' W 40.31' L74 N76 24'13'W 17.49' L75 . S77 53 47' W 17 78' L761 S33 16'12' W 24 72'. L77 -S43 06'42' W 39 71. L78 S53 26 38'W 7 65' L79 Se0 19 48'W 10,42' LED N80.19'48'E 19.86, L81 : N53 26 38' E 15 88, L82 N43 06'42'£ 44. 12' L83 N33 16't2'E 16.61, 1_84 .N77 53 47'E 1 82' L65 S76.24'13'E 27195' CURVE DELTA I RADW LENGTH I TANGENT C'NORD BEARING3 04M CI 26.301", 250100' 115.68, 58.90, 815.06'05'E 114,65' C2 26'30'46' 250.00' 115.68' 58.90, SIS'06'05'E 114.65' C3 29.43'27' 388.00' 2OL29' 102.96' S19'07 39'W 199.04' C4 03.18'57' 610.27' 35.32, 17.66' N32'19'64'E 35.31, C5 32'26'03' 610,27' 345:46' 177150' N14.27'24'.E 340.07'. C6 20'50'18'.. 250,00 910.92' 45.97' N74.08 36'W 910.421 C7 Oe'10'44' 766.00 112 49' 56.34' NCe'N9'45'E 112.39' ce 09'0041' 788.00 123.94' 62.10, N10'55'27'E 123.81, C9 63*50,35, 250.00 278,57' 155 74' $56152'12'W 264,38' C10 06.33,59, 800,00 9G6e, 45.69' NO5.201291E 91.63, C11 03*50,50, 800.00, 53.72' 26.87, NOO'08'05'E 53,71'. C12 07.50'49' 600.00 68.48' 34,29' S87'55'18'.E 68.42' C13 09.n'45' 500,00' 61.12' ' 40.65' S88'38'46'E 01,03• C14 09.31'07' 488i00' 81, 07' 40.63' 1N20'11'21'E 80.98' CIS 14.04'ii' .30.06, 61,39' 30,85' S15.39'35'W 61.24' Ci6 14'04'11' 250.00' 61.39' 30.85' SIS'39'34'W 61.24' LOT CURVE DATA WAVE I DELTA I RADA13 I LENGTH I TANGENT I CHORD BEARING 04M C17 89.56'38' 1 20.00'. 31.40' 19.98' S43•.1059'W 28.27' C18 96.06'38' 20,00- 33.55' 1 22.26' N43'47'23'W 29,75' EASEMM CURVE DATA CiktVE DELTA RADIUS LENGTH. TANGENT 04M BEARING 0100 cl9 47'22'03• 55.00' 45.47' 24, 12' . N50'54'25'W 44J9' C20 47.22'03' 25.00, 20.67, 10.97' ' S50'54'25'E ,20.08' C21 63.26,26,. 62.50, 69.20, 38,63, S52.55'45'E 65.72' C22 63.26'26' 37.50, 41.52' 23.18, S52.55'45'IE 39,43' C23 35.54'46' 25100' 15,67' 9:10' - N77'00'43'E '15.41' C24 35'54'46' 55.00' 34.47' r7.82' N77'00'43'E >33.91' C25 37.24'26' 37:50' 24,48' 12..70' N77'45'33'E 24.05' C26 37.24'26'. . 67.50' 44,07' 22. e5' N77'45'33'E 43.29' C27 96.44'35' 27,50' 46.43' 30:94' S24.02'10'E 41.11' C28 1 96.44'35' 2.50 4122' ' 2.61, N24'02'W'W 3.74' Cnl 66.39'39' 27.50 31:99' 18.o9' NO@'59'42'W 3a.22' C30 66'39'39•. 2150 F11' 1:64' S08'S9'42'E 2,75' C31 I 18•t8'01' 22.50 7,19' 3.62' Nel'33'28'W J:I6' C32 16-18,01, 47,50' . .711 7.65' S81-33'2e-El 15.11' a NOTE: SEE THE DEDICATION STATEM94T ON SHEET 3 OF 3 FOR NOTATIONS REGAFOANG LOTS 15X AND i6X, BLOCK 3 AND LOTS 24)L-25X AND 26X BLOCK 3.- .. SEE St'EET 3 OF 3 FOR AODI7IW_ AL. PATES O )D FELBBY: MOUND EMERALD BAY, LTD 3204 Long Praine Road, Suite A Flower Mound TX75022 (972) 539-0774 fox (972) 539-8665 Contact: Mr. Ken Proter PREPARED Y: G OODWW KWARRH[1VI.QiLs K �PRdPOSED ASPHALT EDGE WICx IMWAL BOUNDARY LIE L= _ �.. _ �... _ . _ _ _�- PROPOSED -^I w pROPOSEO ASPHALT EDGE 60'ROW 4 to 1. 20' RADIUS'.. PROPOSED e EDGE OF PAVEMENT N 24 ,' 24; o - CREW VEWDRW Pi20POSED �.. CONCRETE PAVEMENT OT LOOrT.{(I( ;,' Sh PROPOSED BLOCKI3 yy a+ PROPOSED CURB DETAIL 3 N.T.S. CIVIL ENGINEERS - PLANNERS ~ SURVEYORS 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 Metro (817) 429-4373 fax (817) 446-3116 Contact: Mr. Matt Goodwin, P.E. �� ]RECORD PLAT 5� qa 8 E NEERAi 1� BAY by a m 80.212 ACRES SYlVA•TEDWTHE 2O A. P. U OYD SURVEY, ABSTRACT No. 746 IN TM TOWN OF FLOWER MOUND, DEN'TON COUNTY, TEXAS 62RB31D04111ILL, L= DBCMMM 1998 THIS PLAT FILED IN CABINET --PAGE -DATED 1999Filed for Record in: COUNTY TX CLERK t On Jan 18 2000 At 3:03pla Doc/NLIM 00-R0005344 Doc/Type PLA ' Recording; 72.00 Doc/Mgmt : 6,00 Receipt 0. 2356 Deputy NARY CaJi k Pj RA/ ABBREVIATION LEGEND UE- uram &&liFNf DENOTES STREET NAME CHANGE. Bid VE BS�UIlDI116 bnnT e..sT61rr SUOL, b Mf.. Su"f m 9 P alUNA6E; o mEAS3 b RA7NIF1UJtF EA'F1tN1 MATCH Q E. & PE. Eaxslmul 6 PhfSiQlNd kIESS E.t4}[#1 v YE. YISiBRm F1FB¢NI' � _ e - " - - - w t l� 20 , ij 21 t 22- �- 1 44689 44689 S0. FT. f 44917 SO. FT. !^ N 88'i2'4O' E 240.00i �( t So. FT, ' f ,{, u I �mi ItlfS.P 4 Q 1 I 9 w b6 i 7 ,j, 15 U.6 I� tt""""""550.-00--- f 17.55' 44185 S0. FT. n I �i 250-oa'- `3� Q@'S2s'?- 43560 SO. FT 1 O' krT _j o m � � s-84 •: m s Bz 5o'or m� m� tz P V - 5JR259 N 88'12_40' E 240.0q' !8 k9 , 43585 so. FT./; 44358 SO. FT. �� �hp f-'�o 14 43596 SO. FT 25' x 25 /y.' '°'o�� AII 43855 SO_ FT. IFPii�m �i:{!1� .� 43560 SO. FT. 364 35 E iOPAZ o '�4. 16' t S 82'S 0 E 268.q ` - '�Ife S U.D t l+ 9a'!a 40 _ 240 0 e s u.o c sa E. �6?�WIT'� J f j fst1Ag fs 1.-.-- �..� ; 25' x 25' \92. y� a7'' 1%of}' ^0'T"43§it^./ .. 7.5' gl j �?� ✓ V'.// 43591 SO. FT. / ,"'-, ,� 25' V E25, jw 17 1 f v . f . FT. �m tv '" ~� 44547 S0. Fi,1.� 1of C71.� 43560 S055028 16 sa. Fr. 1 - v \ e28`9 / 4 117 W�r IN/'S Jvmi 43588 SO. FT. { N88'1240'F S£ (® " /t 12 j°,8'rim NTREam 11,y'� 4535t Sa. Fi. / c>� k 36. O t f ( I �`�11..._.12' 48:..,E--t99:9P'�-423-23 $0a/n/ !0 ( c> - ,.-�. 88 F /b' z , __✓ d3560.. FT. m m tii :e ni 29� toJ �.' 30/O,f....�: ~.. APPROXIMATE LIMIT OFI.' t !v 100-YEAR FLOOD ZONE ( TYPICAL ) m 7i j C 1 (SEE NOTE 7) (NOW SUPERSEDED BY A F.E.M.A. i " uNi 15 +yli w 13 `1;• 1 L.O.M.R. EFFECTIVE 01/10/00) q 1 =14 m( 45876 SO. FT. -K-�O-'�-'`T cmMV 46453 So. FT. { j j f �^•t4,II 44257 Sa. f.T. it t 60535 S0. FT. t,.''. wi I�f 'a.__ _._._..._.....�.1 58'8. Lam_. N' _ •-'J �0^'/. m.✓ \4g.03. x . z 176. 12' •� /� / I II/ rvi Td1' .°!3' __.. SO, F Patsy R. Smith z 33.ao 7v?s' called 99,171 acre tract Lx„ _, x G C F No 97-R0001649 25.44' Z v E �e so 16 a5769 SO. FT N J 110111 SO €T. m ,�} 7 i R.P:R.D.C.T, 2! °' h f ,. 3' �� �6>Z? ,m SEE NOTE 0 51569 So. FT.22 j'''f r• •{ d / ' C30 �rJ�' c�` P t 65851 $0, FT. \s%, x / SEE. -- hOTE4 1y �j 7 d i..12 � ia $^I to ' 94845 Sa, FT. �/�'� <' ) �// + . •!�"'f 2 . 512a. 64. P / n`, j' tkf� " EA$EMI NT // rni / ; .^K �i"♦ 4 La56 si' ' `� (SEE NOTE 31 / J L69 �' 's / a.,-^ r � �• APPROXIMATE LIMIT OF `zt i� P t" r �1' r1 • IOO-YEAR FLOOD ZONE PE (, } U. OI. C� .•' „�t,�a0'� tL `� ♦f F.E.M.A. L.O.M.R. 4t > as �J 4KK. e-122 (TYPICAL ) 1 '., f% ' 1, ""+: L66 ♦ ♦ tlN. 8-134A-37 PAO. ' r`=, $ Y a ♦ FW, (a remaining portion I v4 I «°i1j�tt .2a f .. ' United States of America 100_ APPROXIMATE FLOOD LIMIT (TYPICAL 1 S �.o'o`,q -� . N-134A_361 TRACT No. B-134A' SEE NOTE 71 M1 �° 0•,. ' S8 '^.. It aaN, B-1saA•sa '`' Judgment on Declaration (NOW SUPERSEDED BY A F.E.M.A, :3 LfJ _' tS 1. of Taking Number 3 L.O.M.R. EFFECTIVE 01/10/00) 25. za' L7q e� 13 �'1 `'" f .1tON. a-1a4A-32 filed 6/25/52 Lea 5f t47 �11 €�, , - ,A _-. A;5 . 598a9 S0: FT 0.67o ACOLHOF ( /; tN 88'09'42" W 471.60' W/PLASTIC CAP 1/2't.n.F. \ !1/2' I.R.F. Ar N 38156'12' E 3. 24'1 i APPROXIMATE LIMITOF 100-YEAR (FLOOD SEE NOTEE77 ) ((TYPICAL) :9- A) (NOW SUPERSEDED BY A F.E.M,A. CJtj j' L.O.M.R. EFFECTIVE 01/10/001 i Fredrick Lawson Turner tic Volume 906, Page 723 D,R,D.C.T. M �---- APPROXIMATE LIMIT OF 100-YEAR FLOOD ZONE PER F.E.M.A. L.O.M.R, (TYPICAL) MOV. 8-Fu4A_31 A.P. LLOYD SURVEY NO 6-135-8`i _ ABSTRACT No. 746 i74J. J.M. RUIZ SURVEY _ _ --y 1 ABSTRACT No. 1064 (a remaining portion 1 United States of Americo 'TRACT No. B-1356' Volume 368, Page 520 D.R.D.C.T. 1 Patsy R. Smith �1 Exhibit B' tract C.C.F. No. 97-R0001649 R.P.R.D.C.T. + 1 t I 11 29 (a remaining portion I United States of America 'TRACT No. B-134A' Judgment on Declaration of Taking Number 3 filed 6/25/52 rAPPROXIMATE LUT OF 100-YEAR FLOOD ZONE PER F.E.M.A. L.O.M,R, (TYPICAL I OWNWIDEVIMPED BY: MOUND EMERALD BAY, LTD. 3204 Long Prairie Road, State A Rower Mound, TX 75022 (972) 539-0774 fcn((972)539.8665 Contact: Mr, Ken Prater PREPARED BY: G00D VV UCLA,..' MARSHAlLIL t> CIVIL ENGINEERS - PLANNERS -- SURVEYORS 6001 Bridge Street, Sutfe 100, Fort Worth Texas 76112 Metro (817) 429-4373 fox (817) 446-3116 Contact: W. Matt Goodwin, P.E. 1z W A GRAPHIC SCALE 1"-100' 0 100 200 300 ^ __ 1 ► . LINE SEAFUNG DISTANCE L17 $74.35'27'E 221.47' LIB NO2'4634'E 174.12' L19 $02.46'34'W 179.73' L20 $74.35'27'E 179,09' L2i S27'13'24'E 51,67, L22 S07'31'24'E 71.02' L23 $12' 16'47' W 49.05' L24 Nt2'i6'47'E 66.30, L25 N07.31'24'W 61.37, L26 N27'13 24'W 46,66' L27 N74'35'27'W 426,20' 1_28 $(14'38'68'E 339.93, L29 S21'12'32'E 4K24' L30 S28.41.03'E 103.24' L31 N28'41'03'W 101.26' L32 N21'1232'W 42.87' L33 N64.38 56'W 340.66' L341 S85'01'54E 248.45' L35 N59'03120'E 53,40' L36 S83-32'14'El 54.44' L37 N83'32'14'.W 1_38 S59'03 20'W 53.40' L39 N85.01'54'.W 8.08, L40 - S21'40'16' W 176.70' L41 N21'40'16'E 169.19, L42 N85'01'54'W 215,05, L43 S86'01'10'E --.84.92' L44 375'49'42'E .67,55' L45 $62'50'07'E 185.59, L46 N62'50'O7'W 250,82, L47 -N86'01'a'W 79.97' L48 Nbl'50 42'W -233'.40' L49 N50' 18'10' E 59..61-' L50 S50'1810'IN 71.48' L51 $01.50'42`E 226.14' L52 N77.29'58'E 88.31, L53 N89.17'31' E 47.17' L54 S72.24'2T E 21 08` L55 $24.20 07'W 46.01' L56 S42.19'32'E 46.95' L57 N42'19 32'W 67 23' L58 N24'20'07'E 46.01' L59 N72.24'27'W 21.08, L60 S89.17'31' W 44.59' L61 S77.29 58'W 90.45' L62 'S47.01'06'E 72.61' L63 S25.55'04'E 39.15, L64 $02'07'57`W 30.87' L65 S85'49'16'W 25.$1' L66 S14'46'56'W 27.61, L67 N14.48'56E 2L27' L68 N46.52'09' W 11.79' L69 N57'04'20'W 14.46' L70 N66'IO'47'W 12.96' L71 S65.04'13' W 2.23, L72 S46`31'52'W 38.58, L73 S41.10'43' W 40.31' L74 N76'24'13'W 17.49' L75 S77.53'47' W 17.76' L76 S33.16'12'W 24,72' 1.77 S43'06'42'W 39,71, L78 S53'26'3$'W 7.65' L79 -S80'19'48'W tO.42' L80 N60'19'46'E 19. as, Lei N53'26'36'E 15.88, L82 N43.06'42'E 44.12' Lea N33'16.12'E 16,61' L84 N77.53'47E 1,82' L65 $76.24'13'E 27.95' L D�j FLOWER IM P ROJECT sg WK>*TA TRAL ORAPEVYd RESERV02 x (', / CURVE DELTA RADIUS LENGTH I TANGENT CHM SEARING CHM CI 26'30'46' 250.00' 115.66' 50,90, S15'061051E 114.65' C2 26'30'46' 250.00' 115.66, 50.90, S15.06'05'E 84.65' C3 29'43'27 388 00' 201.29, 102,96' $19'07'39'W 199.04' 04 03'18'57 610.27' 35.32' 17.66' N32't9 54'E 35:31' C5 32.26'03. 610:27' 345.46' 177.$O' NW'27'24'E 340.87' C6 20.50'18 250.00' 90,92' 45.97' N74t08'35'W 90.42' C7 08'10'44' 788.00' 112 49' 56,34' NO2'19 45'E 112.39' C8 09'00'41' 788,00 123.94' 62.10' NIO155 27'E '123.61' C9 63'50'35 250.00 278.57' 155.74' 856.52'12'W 264,38' C10 06.33,59, 800.001,91.68` 45.69' N05'20 29'E 91.63' CH 03.50'50' 800.00 53 72' 26.87, NOO.06 05'E 53.71' Cr2 07.50'49' ` 500.00 68,48.' 34.29' $87'55 18'E 68.42' C13 09'17'45' 500.00 OLfV 40.65' S88'38 46'E 81,03' C14 09.31'07' 488,00 81.07' 40.63' N20'11'21'£ 80.98,. CNS 14.04*11` 250.00' 61.39, 30.85' $15139'35'W 6L24' C16 14.04'II' "250,00' 61.39, 30;65' $15.39'34'W 61.24' LOT CURVE DATA 31,40' 19.98' 543'IO'S9'W 28.27' 0.00' 33.55' 22.26'. N43.47'23'W 29:75' EASEMIENT CUWE DATA CURVE CURVE DELTA ' C17 89.56'38' I 2 cla s6•os 3B z CURVE I DELTA I RAM t MTH TANGENT CHM SEARING 04M ' CI9 47'22'03' 55:00' 45.47' 24.12' ' N50'54'25' W 44.19'. C20 47.22'03' 25,00, 20.67, 10.97' S50'.54'25'E 20.08' C21 63*26,26, 62.50, 69.20, 38,63, S52'55'48'E 65.72, C22 63*26,26, 37.50, 41.82' - 2338' S52'55'45E -39,43'. C23 35'54'46' 25.00, M5671. 8.10, .Nr77'00'43`E :-15.41' 'C24 $5 54'46 55 00": 34 47' 17 82' N77 00'43 E 33.91, C25 3724,26 37 50'. 24 48' 12 70, N77.45'33 E 24.05' C26 37 24 26 '67 50' 44 07' 22 85' N77.45'33 E 43`29' =C27 96 44'35 27 50' 46.43' ". 30.94' $24 0'L 10 E -41N' C28 1 96.4435 4,ow 4.22' 2.81' N24'02'10'W 3.74' 'C29 66.39'39 27.50' 31.99' 18.09' N08`59'42'W 30 22' C30 39'391 2.91' 1.64' SOS'59'42'E 2:75' C31 18'.18'0I' 22.50'. 7.19' 3.62' NBi'33'28'W 7. 16' C32 I8'IB'OI 47.50' l5:17' 7.65' S81'33'28'E IS.II' BOtNVDAW INS DATA CENiERUNE LM DATA I I UNE BEARING DISTANCE LI N64.19 (42' W 113,33' L2 S48.51'26`W 184.51' L3 N76'38'30'W 67.41' L4 N75'09'18<W 98.44' L5 S24`12'52E 166.38, L6 N75.11'25'E 136.53, L7 $17'53'35'£ 233.17' a M Y Pgg 'v = S£ONEN TROT DLL LINE BEARING DISTANCE L8 NOi $0'42'W $5.94' L9 - N28 ev28':W 2$.55' LIO SOI 50'42'E 11,78, Lii S69 IB'36' W 14.34' Lt2 N24.56'55'E 44.43' LI3 S81 2211E 21.55, L14 S19 t9'55'E 29.32, Lis $83 59'53'E 185.18' L16 N86'42'22'.E 34.31' SEE SHEET 3OF 3 FOR ADDITIONAL NOTES UXORD PLAT SHEET 2 OF FIAERAID BAD' mm 80.212 ACRES sLTvmmwTwi A. P. LLOYD SURVEY, ABSTRACT No. 746 IN nM TOWN OF FLOWER MOUND, DENTON COUNTY, TEXAS 62 RESIDERnALLOTS File for Record in: DHCHMSBBR,19" DENTO COUNTY TX THIS PLAT FILED IN CABINET_ - PAGE DATEO C� 1I MITCHLL, COUNTY ®a At 3:03pm Doc/Num : 00-ROB05344 Doc/T Recoin rdg: .00 Doc/Mgmt 72 6.00 Receippt tt: Deputy 2356 - 11ARY OWNERS _CERTIFICATE STATE OF TEXAS COUNTY OF DENTON WHEREAS MOUND EMERALD BAY, LTD„ acting BY and through the U d*Miged, its duly authorized went, is the sole owner of a tract of ]and situated in the A.P. Lloyd Survey. Abstract No. 746 in the Town of Flower Maud Denton Canty. Texas and being all of that certain tract of land described in a Special Warranty Deed to Marl Emerald Bay. Ltd. recorded in Canty Clerk's File Ne. 99-410024820 of the Real Property Records of Denton Canty, Texas (RPR.D.C.T.), and being more particularly described by metes and bounds as follows: BEGINNING at a 'P-K" nail fount within Wichita Trail as traveled (width Undetermined) at the common northwest caner of said Mound Emerald Bay. Ltd. tract and the northeast corner of that certain called 99A71 ace tract of land described in Exhibit 'C" of an Estate Distribution Deed to Patsy R. Smith recorded in Canty Clerk's File No. 97-R0001649, RPRD.C.T, said point being called in the north lire of said A.P. Lloyd Survey and also being called a distance of 246925 feet from the northeast Corner` thereof, from which a 'P-K" nail ford at the commah northwest corner Of said Patsy R. Smith called 99.171 acre tract and the original norttxmt corner of The Landing, an sedition to the Town of Flower Mound. Denton County, Texas according to the plat thereof recorded in Cabinet L. Slide 3 of the Plat Records of Denton Colnty. Texas (PRD.C.TJ bears South 88 degrees 09 minutes 18 seconds West. a distance of 1658.03 feet (Deed 1657.49 feetk THENCE North 88 degrees 09 mirAites 18 seconds East, along the northerly line of said Mound Emerald Bay, Ltd. tract. the called north line of said AP. Lloyd Survey and within said Wichita Trail as traveled at an approximate distance of 1160.4 feet departing said Wichita Trail as traveled continuing slag the northerly line of said Maud Emerald Bay, Ltd. tract, passing at a distance of 128910 feet a 1/2 inch iron rod found at the original southeast carer of Wichita Creek Phase IL an addition to the Tam of Flower Maud Denton Canty, Texas according to the plat thereof recorded in Cabinet L Slide IM PRD.C.T_ said 1/2 inch iron rod farad being 4AI feet south of lire. continuing along the northerly line of said Marl Emerald Say. Ltd. tract for an overall distance of 1450.61 feet to a 1/2 inch iron rod set with a yellow plastic cap stamped 'Goodwin & Marshall". THENCE South 09 degrees 43 minutes 21 seconds East, along the easterly line of said Maud Emerald Bay. Ltd. tract, at a distance of 65.3 feet passing the approximate centerline of said Wichita Trail as traveled. continuing along the easterly lire of said Maud Emerald Bay, Ltd. tract, at a distance of 9021 feet passing trough a United States Army Corps of Engineers concrete morrmaht with brass disk (hereafter mfferred to as monument) found stamped "MON B-117 61.85' O/S', Said mgnrnant being shown on a survey of Grapevine Reservoir Segment B. Tract No. B-134-A and B-134-8 as Prepared by CF. BallarLt Registers Professional Land Surveyor No. 1274. dated August. 1963 as being situated Smith 09 degrees 43 minutes 21 seconds East (Survey Smith 09 degrees 13 minutes East) a distance of 61.85 feet from a northwest corner of a remaining Potion of -TRACT NO. B-134A' as described in a Judgment on Declaration of Taking Nkmtxr 3 filed June 25, 1952 in condemnation proceedings (Civil No. 611) in the District Cart of the United States for the Eastern District of Texas, Sherman Division to the United States of America continuing, along a aimmh easterly line of said Mound Emerald Bay. Ltd. tract and a westerly line of said United States of America TRACT NO. B-134A raneinder an overall distance of 484.09 feet to a monument ford stamped "MON B-C38"; THENCE, along the line common to said Mound Emerald Bay, Ltd. tract and Said United States of America TRACT NO. B 134A remainder the following South 23 degrees 07 mirutes 32 seconds East a distance of 713,55 feet to a monrmht found stamped 1,4ON B-119% South 69 degrees 32 minutes 24 seconds West, a distance of 42659 feet to a monument found stamped NON 8-120^ South 29 degrees 24 minutes 09 seconds East, a distance of 62351 feet to a monument farad stwMd 'MON B-121`, from Mhich a United States Amy Corps of Engineers concrete range monument with brass disk farad stamped 'MON SR-37" bears South h6 degrees 35 minutes 52 seconds East, a distance of 137.09 feet: Smith 65 degrees 25 minutes 55 seconds West, a distance of 1137.60 feet to a monument found stamped "MON B-122", said point being the apparent most easterly southeast corer of that certain tract of land described as 'Parcel No, I' in a Ouitclaim Deed to Frieda LOU Noble Leeds recorded in Volume 468, Page 541 of the Dead Records of Den ton Canty, Texas (ORD.C.TJ, from which a 5/8 inch iron rod ford at the apparent northeast corner of said Leeds Parcel No. 1 bears North 04 degrees 43 minrtes 59 seconds West (Deed NORTH). a distance of 379.71 feet (Deed 379.7 feetk Noah G4 degrees 19 minutes 42 seconds West, a distance of 113.33 feet to a morurmit farxl stamped 13-134A-37`, South 48 degrees 51 minutes 26 Seconds West, a distance of 184.51 feet to a wmument to" stamped '8-134A-36^ North 76 degrees 38 minces 30 seconds West a distance of 67.41 feet to a monument farad stamped B-d34A-35. North 75 degrees 09 mires 18 seconds West a distance of 98.44 feet to a morulmrt found stamped '13-134A-34^ Smith 24 degrees 12 minutes 52 seconds East, a distance of 166.38 feet to a monument food stamped B-134A-33 , North 75 degrees 11 minutes 25 seconds East, a distance of 136.53 feet to a marxment farad stamped 13-130-32^ South 17 degrees 53 minutes 35 seconds East. a distance of 233.17 feet to a monument fond stamped 8-134A-31" and 8-135-8-1', said point being common to the most southerly southeast corer of said Mound Emerald .Bay. Ltd. tract. a southwest corner of said United States of America TRACT NO, B-134A remainder, the northwest carter of a remaining portion of TRACT NO. B-L356' as described in a General Warranty Deed to the United States of America recorded in Volume 36B Page 520, DRD.C.T. and a northeast cornier of that certain tract of lard described in Exhibit B" of the aforementioned Estate Distribution Deed to Patsy R. Smith score being the apparent most southerly southeast corner of said Frieda Lou Noble Leeds Parcel No, I and being called in the south line of the aforementioned AP. Lloyd Survey, NCE South 88 09 minutes 42 seconds West along m the coma southerly lime of of Hot" Emerald Ltd. tract and a northerly line of said Patsy R. Smith Exhibit B' tract. a distance of 86 F feet (Deed 86.31 feet) passing through a 1/2 inch iron rod fared at a man northwest carer of said Patsy R. Smith Exhibit 'B" tract and the northeast corner of t certain tract of laid described in a Quitclaim Deed to Fredrick Lawson Turner recorded in one 906, Page 723, DR.D.C.T, continuing along the common southerly line of said Marl raid Bay, Ltd, tract and the northerly line of said Turner tract. Passing at a distance of 422.11 t a 3/8 inch iron rod foUx. said 3/0 inch iron rod found being 0.67 feet north of line, tiruing for an overall distance of 471.60 feet to a 1/2 inch iron rod set with a yellow plastic stamped 'GOodwin & Mansell" at the common southwest corner of said Mound Emerald Ltd. tract and the southeast corner of the aforementioned Patsy R. Smith called 99.171 acre rt. firm whim a 112 inch iron trod found bear North 38 degrees 56 minutes 12 seconds East, a THENCE .North 01 degrees 47 minutes 20 seconds West (Reference Bearing - west line of that certain tract of land described in a Warranty Deed to Charles Edward Hasty recorded in Volume 1028. Page 56. DRD.C.T.k departing the northerly line of said Turner tract, along the common westerly lire of said Hand Emerald Bay, Ltd. tract and the easterly line of said Patsy R. Smith called 99.171 acre tract, passing at a distance of 2606.10 feet a 112 inch iron rod land, said 1/2 inch Stun rod ford lie 0.75 Peet west of line, contiruing for an overall distance of 2638.59 feet to the POINT CF BEGINNING. delineating and encnnoassimig within these metes recited 80212 acres of land more or less. NOW, THEFIEFOFE, KNOW ALL MEN BY THESE PRESENTS: THAT, MOUND EMERALD BAY, LTD, acting by and through its duly authorized officer, does (Hereby adopt this plat designated herein as EMERALD BAY, an addition to the Tam of Flower Mkxnd Denton County, Texas. The easements shown hereon are t�er�y reserved for the as indicated. All streets, alleys and rights -of - way are f by dedicated in fee =,W a to the Town of 7F ft for municipal purposes. Lot 16X Block i and Lot 2 Y, Block 3 are hereby dedicated as lancksc . screening and pedestrian access easements, and are hereby dedicated in fee simple to the mandatory homed ws association for ownership and maintenance purposes. The Town of Flower Maud will maintain the walkways within said Loth, ifiX„7Block 1 and Lot y5XL Block 3. Lot i5X. Block 1 and Lot2ggx. Block 3 are dedicated in fee simple f� am of Flower Mound as equestrI iarxiscaping and'an ahar><e�otssaied leuth 5X B i ando 110 26Xtion will 81odcre3�isdedicated ionsible for nn fee sircple to the Tom of Flower Mound as an man trailtead. Tne Tam of Flower Mound will be responsible for the naintenance of said �,9t.-26X. Block 3. The utllity and fire lane easements (streets alleys, and camm areas) shall be open to the pub11G fire and police units, garbage and rubbish collection agencies ad all pub11c and private utilities for eau partiwlan use. Nb buildfngs, trees. shrubs on other fmprovements err growths shall be oo�strux:ted re:or ted or placed upon over m aaoss the utility easenents as storm. Said utility easements being hereby reserved for the mutual use and a:colmiodation of all public utilities using on desiring to use sane. All andany public utility shall have the right to remove ant keep rsmoved all or parts of any buildings, fences, trees, srm or other Lm'ovements dr growths which in any way endanger or interfere with the construction. maintenance or efficiency of its respective system on the utility easements and all Public utilities shall at all times have the full right of irxgess and egress to and from and Loon said utility easements for the purpose of construction reconstructirHg, insPKtitlgg, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necesssity of proctring the Permission of anyone. Any Public utility shall have the right of ingress aid egress to private property for the purposes of reading meters and any maintenance and service required or ordinarily performed by that utility. This plat approved 10ject to all pia ordinances, rules, regulations and resolutions of the Town of Flower / Mound. % /gull t � a Texas limited partnership Inc. a Texas corporation its General Partner STATE OF TEXAS: rr, COUNTY OF__. BEFORE ME, the Undersigned authority, on this day personally appeared Kenneth 0. Prater. known to me to be the person whose nave is Scbscr•ihed to the foregoing instrument and acknowledged to me that he executed the sane for the purpose ad consideration therein expressed in the capacity therein stated end as the act and deed of said partnership. GIELh)ER MY HAND AND SEAL OF OFFICE on tne.29._day of.._/_.yf%L"./L..____.1999. Notary PMlicad for the Stifte of texas aw v GEORGANN M. HODGES My Commission Expires: �/ NOTARY PUBLIC _ .._ - _ . State of Texas Comm. Exp. 09-30.2001 _ w •• _ MMMAfl\ a This is to certify that L Tom Flaherty, a Registered Professional Lad Surveyor of the State of Texas, have platted the above subdivision from an actual on-thw-grand survey, and that all lot corners, angle points, and points of the curve shall tie properly marked on the ground and that this plat correctly represents that Survey made by me or Under my direction and VWviS3m. Tam Flaherty Registered Professions] LadSurJveyor No, 5259 60004in & Marshall. Inc. 6001 Bridge Street. Suite 100 Fort Worth. Texas 76112 metro (817) 429-4373 �J I � /-VIS1OiLSTV Evrm� 25 30 30 1 �. n N VISIBILITY E41T.-" VIA i I VISIBILITY EASEMENTS AM REWIRED AT ALL I 1 INTERSECTIONS. THESE EASEMENTS SHALL BE n --- MEASURED FR04 THE PRD&CTEO INTERSECTION 1 Of THE PROPERTY LINES. 30' X 30' VISIBILITY EASE.MENI IS REWIRED AT THE INTERSECTION OF CREEK VIEW DRIVE AND WICHITA TRAIL. ALL OTHER INTERSECTIONS REQUIRE 25' X 25' VISIBILITY EASEMENTS. TYPICAL VMIBU-XrY EASM&ENT IS rAII. OIDIM BY: MOUND EMERALD BAY, LTD. 3204 Long Prairie Rood, Suite A Flower Mound, TX 75022 (972) 539,0774 fax (972) 539-866J5 Contact: Mr. Ken Prater I14111124J.1 2.1)%M G OOIC➢Vy INS �1 A SHAJ-1. CIVIL ENGINEERS - PLANNERS - SURVEYORS 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 Metro (817) 429-4373 fox (817) 446-3116 Corhtact: Mr. Matt Coodwin. P.E. y/28/99 /,qua Cot 2 P517>. f• •. F 0•a I � H JL • .. . . !• :a1 • 9 . • err .•.I •. PI •• . I w • e P Iaa1 •r1-.n • I . • 1 . w.. , • •., , 0 4) THE 572 CONTOUR DEPICTED HEREON IS AN APPROXIMATE LOCATION AS TAKEN FROM AN AERIAL TOPOGRAPHIC SURVEY. THE SURVEYOR HAS NOT LOCATED THE 572 CONTOUR ON THE GROUND. 5) THEW ARE PORTIONS OF THE SUBJECT TRACT SHON HEREON, OTHER THAN THOSE "CROSS -HATCHED. THAT APPEAR TO LIE BELOW THE 572 CONTOUR. 6) THE BOUNDARY CORNERS SHOWN HEREON AS 'MOM. ' ARE UNITED STATES ARMY CORPS OF ENGINEERS CONCRETE MONU!EN`TS WITH BRASS DISK FOUND STAMPED AS SHOWN. 7) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY ffEdMAJ FLOOD INDIRANCE RATE MAP No. 480777 0540 E. WITH AN EFFECTIVE DATE OF APRIL 2, 1997 THE SUBJECT TRACT SHOW HEREON APPEARS TO LIE IN DESIGNATED 'ZONE A" AND "ZONE X•. ZONE A" IS DEFINED ON SAID MAP AS 'SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD, NO BASE FLOOD ELEVATIONS DETERMINED'. ZONE X" IS DEFINED ON SAID MAP AS 'OTHER AREAS. AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN-. THE APPROXIMATE LIMITS OF SAID ZONES AS DEPICTED HEREON ARE AS SCALED FROM SAID MAP. THE SURVEYOR HAS NOT LOCATED THE FLOOD ZONE LIMIT ON THE GROUND. FLOOD ZONE SHALL BE SUBJECT TO PREVISION/REMOVAL BASED ON FINAL LETTER OF MAP REVISION FROM FE.MA.. 8) ALL INTERIOR LOT CORNEIRS ARE 1/2" IRON RODS SET WITH A YELLOW PLASTIC CAP STAMPED "GOODWIN & MAR HALL 9) THE SPECIMEN TREES SHOWN tEREON ARE AS FIELD TIED IN SEPTEMBER, 19%. ftr J'E N TiET: SeEC Rk'Et TAENOTE DIRECTLY, SHALL CUT DOWN. DESTROY, REMOVE :$TROY TWOl1Gif DAMAGING, ANY TREE TREE ON THIS RECORD PLAT WITHOUT FIRST PERMIT AUTHORIZED AND ISSUED BY THE TOM OWER MUM AFTER PUBLIC HEARING. THE E AND ISSUE 9" TREE REMOVAL PERMIT THE SUBJECT REAL PROPERTY CANNOT 3ASED ON ECU40MIC AND/OR PKRACTICAL 40VAL OF THE SPECIMEN TREE (S) INCLUDED IN TEE TON OF FLOWER MOUND MAY IMPOSE CRIMINAL PENALTIES FOR THE UNAUTHORIZED UTILITY CERTIFICATE THIS PLAT CORRECTLY PRESENTS THE REGUIREO EASEMENTS FOR THIS DEVELOPMENT. n 6/ 8Y i T£ GENERAL TELEPHONE (GTE) _ 1 ._ _.._ _ SOUTHWESTERN BELL _ b� TO ELECTRIC/LONE STAR GAS fENTON COUNTY ELECTRIC TCl CABLEVISION RECORD OF = _ r lib z BEm 80.212 nrzi�a,,� A. P. LLOYD SURVEY, ABSINIM DE TRACT TOWN OF FLOWER MOUND, ENTON COUNTY, TEXAS CL 62RESII31 VIAL LOTS DBICENIDBR,1998 THIS PLAT FILED IN CABINET -__.._.PAGE_ -______DATED 1 8 d for Record in: N COUNTY TX IA MITCHLL, COUNTY Jan 18 2000 At 3:03pm hum : 00-R0005344 Reco'rdiny: 7t Receipt 0- 2356 Deputy - 19ARY PR�NUE EDWA P� (;� � 5�°50'43„ a=5o hq L=Sg 8 _8�! 63�'21'12" E - QH=49.6 ' i Uj APPROXIMATE LIMIT OF 100-YEAR FLOOD ZONE PER l EMERALD BAY » F.E.M.A. L.0_M.R. (TYPICAL 1 CAB. R, PG - I73 E ` ( CUT,'x' rN c ♦ cur 'x' IN coucRerE ( SEE NOTE 3 1 P . R . D . C ... /{ SET 0 oNCRCTE ___ _- '• `� H SET 0. 2 ' ONTO PAVEMENT .... ON? PAVt`MEh'T - r `_--' � EMERALD BAY ''• t j CAB. R, PG. 173 !(� raj ~♦ P.R.D.C.T. ZONEX_ZO NE 09 tt � ,1 � ro q •O ♦ � — _ v ��� PG. 'Sp 0 POINT OF 4u EMERALD BAY _ ;dj'. to remaining portion ) BEGRiNING CAB. R, PG. 173 United States of America CUT 'x'rNCONCRETE P.R.D.C.T. cn � � ``' � "TRACT No. B-134A' SE o. r' ovr0AVEMENrr �� 17R Judgment on Declaration N 15`25'�T E / `� 5 7q> " N � 92, 225 SO. FT. ♦ r' of Taking Number 3 58.7� �• ^ a BLOCK 3 filed 6/25/52 1= 09 3107' ♦ r . `1,=83.07' — �' —?4 3527— — s7s 7 T-2412' T=`4l.63' / J S 0. 4 S C8=.8 50 54'25' E C 1 2€�'3121" FE ��� .a�._ ?Dg.py cR aa.19' t -i 4.97 q' CA6 30G'S. p aQ P.� p PG. 373 — , ? �a�ICUs z 0 ♦ A N 24'5-Ed 44.4 ' �; CUT 'X' IN CONCRETE A= 47'22'03" i J� ��^ ✓tea' ^ i CAG 1,5J U F.� \ � { Sf_T O. r' ONTO PAVEME'Nr 99R R=25.DO' I ap�?, l✓ — — q pG. \b �i= 18 °21,. I �5, 344 SCE . FT . T=10.97' ma`s p.RbC .173 t� z• ✓.t4 , v J� ; CB=S 50`54'25 E d r 15 R=262.00 1 CH-20.05' �° t CAB. C U _ / rg• BLOCK 3 RG ' ' — v- T-4 -T eA S9 C �3 Q; i� Qv RRp-C.i 17� `"• -MON. B-121 34 #07''7" I � CJ� j 910�5 fi RAS � $�`'' w P - �// y' P FNO. {bi 83.55' 1 p C0c�r T CONRVr SEr � N ♦ 'AFT V'`'� "y v�� t �qa .00 COR 00 677175�SQ; s/ BLOCK 3'ZI s /a.............X , 0 "0. 7oF'oron 7a� UntitedemaininSta#es op America 1 / ~ ZONE. X a 0 S GRAPHIC SCALE 1 60' t 0 60 120 180 �uraN � h RIVER HILL DR, > > a. a > f 0 FLOWER MOUND { Z m ROAD PROJECT s, LOCATION ��a2 s j WICHITA TRAIT. � f F.MFRALD rn BAY C7 i G OS ADDITION FADE -A -WAY i MEADOHAR OR W LA Rk \.., p N Q I f v Vl:�W Li VH(CRICY j N.T.S.ABBREVIATION LEGEND i I U.E. UTILITY EASEENT O.E.. DRAINAGE EASEMENT 0: & U.E. DRAINAGE & UTILITY EASEMENT 9 L. BUILDING LINE S.0TLC . & ME. STFEET, UTILITY, DRAINAGE. CONSTRUCTION & MAINTENANCE EASEMENT 1 V E. VISIBILITY EASEWNT I NOTE; ALL PERIMETER BOUNDARY CORNERS FOR THE SUBJECT TRACT SHOWN HEREON ARE 1/2" IRON RODS WITH A YELLOW PLASTIC CAP STAMPED 1 'GOODWIN & MARSHALL" SET PREVIOUSLY UNLESS NOTED OTHERWISE. SEE SHEET 2 OF 2_FOR ADDITIONAL.NOTES i CAB,NALD R, PG. 173 / "�- _ Z©�iA A i OF 7 ••,. P.R.D.C.T. ., ♦ Judgment on Declaration g�P�•4 tPkOr'�' ,, :---APPROXIMATE LIMIT OF of Taking Number 3 s, 100-YEAR FLOOD ZONE PER +; filed 6/25/52 TOM•FLAHERTYJ* l L r A(') F.E.M.A. L.O.M.R. (TYPICAL) _ 0 �7 .....................�.. �S9y�5259 ( SEE NOTE 3 } 7 l <9•'•,; EsstQ;;a(�' Su 06 THE PURPOSE OF THIS AMENDED PLAT } /0 1 IS TO RECONFIGURE LOT 17R, LOT 19R j AND LOT 20R, BLOCK 3. f 0 ) ! c •• • • �• •' •• •' u• • • •:� • s :• .COUNTY On Nov 07 2000 At 8*21am -Jane 0 s 0 -HATPAN • 01 OWNER'S CERTIFICATE NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: STATE OF TEXAS: COUNTY OF DENTON: WHEREAS, MOUND EMERALD BAY, LTD. and K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD, acting by and through the undersigned, their duly authorized agents, are the sole owners of a tract of land situated in the A.P. Lloyd Survey, Abstract No. 746 in the Town of Flower Mound, Denton County, Texas being all Lots 17, 19 and 20, Block 3 of Emerald Bay, an addition to the Town of Flower Mound, Denton County, Texas according to the plat thereof recorded in Cabinet R, Page 173 of the Plat Records of Denton County, Texas, said Lot 17, Block 3 being all of that certain tract of land described in a Warranty Deed with Vendor's Lien to K & H Homes, Ltd. dba Riverstone Custom Homes by Howard recorded in Volume 4594, Page 1176 of the Real Property Records of Denton County, Texas (R.P.R.O.C.T.) and said Lots 19 and 20, Block 3 being a portion of that certain tract of land described in a Special Warranty Deed to Mound Emerald Bay, Ltd. recorded in County Clerk's File No. 99-R0024820, R.P.R.O.C.T., and being more particularly described by metes and bounds as follows: BEGINNING at a cut "X" in concrete pavement set 0.1 foot west of the east edge of said concrete pavement An the line common to an easterly Right -of -Way (R.O.W.) line of Beachview Drive (a 24 foot R.O.W. according to said plat of Emerald Bay) and a westerly line of said Block 3 of Emerald Bay, same being the common northwest corner of said Lot 19 and the southwest corner of Lot 18 of said Block 3 of Emerald Bay; THENCE South 74 degrees 35 minutes 27 seconds East, departing the line common to an easterly R.O.W. line of said Beachview Drive and a westerly line of said Block 3, along the southerly line of said Lot 18, a distance of 237.65 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "Goodwin & Marshall" previously set (hereafter referred to as 1/2 inch capped rod) at the southeast corner of said Lot 18; THENCE North 02 degrees 46 minutes 34 seconds East, along the easterly line of said Lot 18, a distance of 190.73 feet to a cut ­X" in concrete pavement set 0.2 foot north of the south edge of said concrete pavement in the line common to the southerly R.O.W. line of Prince Edward Court (a cul-de-sac at this point according to said plat of Emerald Bay) and a northerly line of said Block 3 at the most easterly northeast corner of said Lot 18, same being the point of curvature of a non -tangent circular curve to the left having a radius point that bears North 02 degrees 46 minutes 34 seconds East. 50.50 feet: THENCE northeasterly, along the line common to the southerly R.O.W. line of said Prince Edward Court, a northerly line of said Block 3 and said non -tangent circular curve to the left, through a central angle of 58 degrees 50 minutes 43 seconds, an arc length of 51.87 feet and having a chord that bears North 63 degrees 21 minutes 12 seconds East, 49.62 feet to a cut "X" in concrete pavement set 0.2 foot northwesterly of the southeasterly edge of said concrete pavement at the southwest corner of Lot 16 of said Block 3 of Emerald Bay; THENCE South 56 degrees 04 minutes 09 seconds East departing the line common to the southerly R.O.W. line of said Prince Edward Court and a northerly line of said Block 3, departing the previous circular curve to the left radially, along the southerly line of said Lot 16, a distance of 563,18 feet to a United States Army Corps of Engineers concrete monument with brass disk found stamped "MON B-121" at the corner common to an inner corner of a remaining portion of "TRACT NO. B-134A" as described in a Judgment on Declaration of Taking Number 3 filed June 25, 1952 in condemnation proceedings (Civil No. 611) in the District Court of the United States for the Eastern District of Texas. Sherman Division to the United States of America and the southeast corner of said Lot 16: THENCE South 65 degrees 25 minutes 55 seconds West, along the line common to a northerly line of said United States of America TRACT NO. B-134A remainder and a Southerly line of said Block 3, a distance of 698.87 feet to a 112 inch capped rod at the southeast corner of Lot 21 of said Block 3 of Emerald Bay; THENCE North 46 degrees 42 minutes 02 seconds West, departing the line common to a northerly line of said United States of America TRACT NO. B-134A remainder and a southerly line of said Block 3, along the northeasterly line of said Lot 21, a distance of 308.14 feet to a cut "X" in concrete set in the line common to the easterly R.O.W. line of said Beachview Drive and a westerly line of said Block 3 at the northeast corner of said Lot 21, same being the point of curvature of a non -tangent circular curve to the left, having a radius point that bears North 46 degrees 42 minutes 02 seconds West, 262.00 feet; THENCE, along the line common to the easterly R.O.W. line of said Beachview Drive and the westerly line of said Block 3 the following: northeasterly, along said non -tangent circular curve to the left, through a central angle of 18 degrees 21 minutes 04 seconds, an arc length of 83.92 feet and having a chord that bears North 34 degrees 07 minutes 27 seconds East, 83.56 feet to a cut "V" at the easterly edge of concrete pavement at the point of tangency: North 24 degrees 56 minutes 55 seconds East, a distance of 44.43 feet to a cut "X" in concrete pavement set 0.1 foot west of the east edge of said concrete pavement at the point of curvature of a circular curve to the left, having a radius of 500.00 feet: northeasterly, along said circular curve to the left, through a central angle of 09 degrees 31 minutes 07 seconds, an arc length of 83.07 feet and having a chord that bears North 20 degrees 11 minutes 21 seconds East, 82.97 feet to a cut "X" in concrete pavement set 0.1 foot west of the east edge of said concrete pavement at the point of tangency; North 15 degrees 25 minutes 48 seconds East, a distance of 58.79 feet to the POINT OF BEGINNING, delineating and encompassing within these metes recited 254,744 square feet or 5.848 acres of land, more or less. MOUND EMERALD BAY, LTD. 2612 Long Prairie Road, Suite B Flower Mound, TX 75022 (972) 539-0774 fax (972) 539-8665 Contact: Mr. Kenneth D. Prater OWNED/DEVMOFLED BY: K & H HOMES, LTD, dba KA RIVERSTONE CUSTOM HOMES BY HOWARD 2612 Long Prairie Road Flower Mound, TX 75022 (972) 539-0774 fax (972) 539-8665 Contact: Mr. Kenneth D. Prater THAT, MOUND EMERALD BAY, LTD. and K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD, acting herein by and through their duly authorized officers, do hereby adopt this plat designated herein as LOTS 17R, 19R AND 20R, BLOCK 3, EMERALD BAY, an addition to the Town of Flower Mound, Denton County, Texas. The easements shown hereon are hereby reserved for the purposes as indicated. All streets, alleys and rights -of - way are hereby dedicated in fee simple to the Town of Flower Mound for municipal purposes. The utility and fire lane easements (streets, alleys, and common areas) shall be open to the public, fire and police units, garbage and rubbish collection agencies and all public and private utilities for each particular use. No buildings, trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the utility easements as shown. Said utility easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the utility easements and all public utilities shall at all times have the full right of ingress and egress to and from and upon said utility easements for the purpose of construction, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity of procuring the permission of anyone. Any public utility shall have the right of ingress and egress to private property for the purposes of reading meters and any maintenance and service required or ordinarily performed by that utility. I This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Flower MOUND EMERALD BAY, LTD., a Texas limitell partnership By: JAound Ealerald Capital, Inc.,_Texas Texas corporation. its General Partner L. Kathryn Perry, Vice president - K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD STATE OF TEXAS: COUNTY OF_'k ,j�tr40jg_ : BEFORE ME, the undersigned authority, on this day personally appeared L. Kathryn Perry, Vice President of Mound Emerald Capital, Inc., a Texas corporation, General Partner of MOUND EMERALD BAY, LTD., a Texas limited partnership, known to me to be. the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purpose and consideration therein expressed, in the capacity therein stated, and as the act and deed of said partnership. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the -.5—day of-406h!P AVw 2000. Of Notary Publin and for the State W Texas GEORMVM a FS PUBLIC '00 1 4 NOTARY PUBLIC My Commission Expires: State Of Texas —9 SAV STATE OF TEX ZU-30-2., ,.,AS: COUNTY OF .-"Af r BEFORE ME, the undersigned authority, on this day personally appeared L. Kathryn Perry, Vice President of K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purpose and consideration therein expressed, in the capacity therein stated, and as the act and deed of said corporation. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the day of 2000. -------------- IGEORTAR NB N M. H=ES N6­ta1rK-yPubI in and �F-f?-­`the �t/as NOTARY PUBLIC tit State of Tons Comm E- 09-30-2001 1) THE REFERENCE BEARINGS FOR DIRECTIONAL CONTROL USED HEREON ARE THOSE CITED ON THE PLAT OF EMERALD BAY RECORDED IN CABINET R, PAGE 173 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 2) THE BOUNDARY CORNERS SHOWN HEREON AS "MON. ..." ARE UNITED STATES ARMY CORPS OF ENGINEERS CONCRETE MONUMENTS WITH BRASS DISK FOUND STAMPED AS SHOWN. 3) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.) LETTER OF MAP REVISION (L.O.M.R.). WITH AN EFFECTIVE DATE OF JANUARY, 10, 2000 THE SUBJECT TRACT SHOWN HEREON APPEARS TO LIE IN DESIGNATED "ZONE A" AND "ZONE X". THE F.E,M.A. FLOOD INSURANCE RATE MAP (COMMUNITY No. 480777 0540 E, MAP No. 48121CO540, E, WITH AN EFFECTIVE DATE OF APRIL 2, 1997) DEFINES "ZONE A" AS "SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD, NO BASE FLOOD ELEVATIONS DETERMINED". "ZONE X" IS DEFINED ON SAID MAP AS "OTHER AREAS, AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN". THE APPROXIMATE LIMITS OF SAID ZONES AS DEPICTED HEREON ARE BASED ON A FLOOD STUDY PERFORMED BY GOODWIN & MARSHALL, INC. IN CONNECTION WITH SAID L.O.M.R­ THE SURVEYOR HAS NOT LOCATED THE FLOOD ZONE LIMIT ON THE GROUND. 4) ALL INTERIOR LOT CORNERS ARE 1/2", IRON RODS SET WITH A YELLOW PLASTIC CAP STAMPED "GOODWIN & MARSHALL". My Commission Expires: TOWN OF FLOWER MOUND SURVEYOR'S CERTIFICATE This is to certify that I, Tom Flaherty, a Registered Professional Land Surveyor of the State of Texas, have platted the above subdivision from an actual on -the -ground survey, and that all lot corners, angle points, and points of the curve shall be properly marked on the ground and that this plat correctly represents that survey made by me or under my direction and supervision. PREPAPkED BY- Tom Flaherty Registered Professional Land Surveyor No. 5259 Mayor, Lor 91LUca- Goodwin & Marshall, Inc. 6001 Bridge Street, Suite 100 To&-n Secretary, Paula �Lawr6n14LdA-&k-&--- Fort Worth, Texas 76112 metro (ol/) Ae�3-4d/j THE PURPOSE OF THIS AMENDED PLAT 0/ IS TO RECONFIGURE LOT I AND LOT 20R, BLOC ........... 14 Qj Z LIU.' AMENDED RECORD PLAT A RECORD PLAT OF S SHEET 2 OF 2 LOTS 17R, 19R AND 20R, BLOCK EMERALD BAY, d AN ADDITION TO THE TOWN OF FLOWER MOUND, DENTON COUNTY, TEKA S, bCNWow I BEING AN AMENDMENT OF LOTS 17, 19 AND 20, BLOCK 3, A MITCHtLL, COUNTY On Nov 07 2000 EAURALD BAY AN ADDITION TO THE TOWN OF FLOWER MOUND At 8:21am CUUD-WW"­� DENTON COUNTY, IEKAS, ACCORDING TO THE THE PLAT RECORDED IN 45368 Receipt #: Receipt Mt : 6 CABINET R, PAGE 173, OF TM PLAT RECORDS OF DENTON COUNTY, TEXAS 46 00 Bgc N 2000 :00 MARSHALL- BEING 5.QA8 ACRES SITUATED IN Tm epu�; _Jane -140107740 CIVIL ENGINEERS — PLANNERS ~ SURVEYORS SURVEY, APSTRACT' No. 7AA A. P. LLOYD X-X" I 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 IN THE Metro (817) 429-4373 TOWN OF FLOWER MOUND,, DENTON COUNTY,, TEXAS - fax (817) 446-3116 3 RESIDENtIAL LOTS Contact: Mr. Matt Goodwin; P.E. AUGUST, 2000 1110TIMIKU"M MAC! EMERALD BAY CAB. R, PG. 173 P.R.D.C.T. �'� ,�; ti . A s'..'A'S'�J '111}a it j.ir3'"W � CEiEUL _ C C . _.R %.50 cove- - L44723' •• jf� T--S 74 i 48 E a �'��. •Ape x •'�• t\ � �� 'tC7 ur X i PA vFuEN i n 7 — h�j r f Imo. 1 may. EMERALD BAY v ____ / tt CAB. R, PG. 173 7.5 P.R.D.C.T P.R.D.C.T. COJ 15'U. o G4 EMERALD BAY CO CAB. R -E 58' B.L. P5 �`F CAB. R, PG. 173 •,� PA.O.Ci.G. I�3 IAJCAB. R. PG. 173 ��°G'd P.R.D. C.T. " 1 P.R.0 C,T. f fi 4 .� 1,�A l r--CAS. R, PG, 173 ; 776B 1 SQ FT °- e.50' s' cur_ R=6z.50' �6 t 54 T O. rX on raa,'VCRErE 4�_j ©4 P. .D.C.L=69.20 ___o?nUEnEAr 3858 E BLOCK 3T 8.83'1....u_._ _____ 237.39' j ' ALM1`��— — - - S 84 _ _ CiBi S' 72.55'45" E .. +..2 $ 38 58 _ 10I., Z. -7. 5 ' r- _15 ` _ --S 84� 0. 6 U.E. R--598 27' -- 359 89 _ __ � 4�2"00 -- CAB. R. PG 173 - _ i S 64 "38 Ei" E - L=92.47' �`---�--� _ `Sao: - —_ _ — — - _ CAB. R. PG. 173 CB=N 02 °39'42" 'E i P.R.D.C.r, R= 7.50' 23 ` S 21'12 3z• E _-�-�!ea.. �_ 49 � r CH=92.08' e R=3, . 2' � t e I 13R=41°;2 `� 4224' /PREVIOU� T=23.15' ( �L OT LINE / .., ,, •• '"" CUT v' Ar EvcE OF -- r -- cs=s 52 55`45 E a CONCRETE. PAVEMI rsEr ` 61 553 SO. FT. C1i-39,43' E m A U 113 jam'"'•.. N 04'45'37" W } — —5B' B.L. BLACK 3 s24A��3 s��a, m 2p e0� C¢2���� CAB. R, PG. 473 12.5'— t��Tp 58A7' _ i - -t j P.R.D.C.T. .. - � } '' $4'3$ a8` W -2 ..:7 :. ass o7` _ p-F—V us r o �s� p�� � '� ......... . LTNE t B�`i3 GI 1 r 0$`F _ S_8 g-E-` , r,..•5 to remaining portion ) AT EDGE or DAB pG ' ` 18 `35 -` ---t - United •States of America cor✓cater av u�r r sir p RUC 173 —_, r� 7 5' S 28.41-03" E, 126� 'TRACT No. B-134A" N1 23.56 ; �� Judgment on Declaration EMERALD BAY �' �' INOFnyi2© of Taking Number 3 CAB. R, PG. 173 - t.'5 ��p % e tV P.R.D.C.T. filed 6/25/52 �3, 574 �rVo •. }" �; ! 6 \ 11wpr'•.�-APPROXIMATE LIMIT OF ( BLacK 3 �- a - � ��-�.per^. ` 100-YEAR FLOOD ZONE PER :E:c 58' H.L. O F.E.M.A. L.O.M.R. (TYPICAL) EMERALD BAY ^ " CAB. R, PG. 173 c<, T6, �. (SEE NOTE 3 ) ttt CAB. R, PG. 173 �, P.R.0.C.T. P.R. D.C.T. • - 5 tt A 7B'34'36'4 y} VIM S GRAPHIC SCALE I-= 60' 0 60 120 180 PROJECT LOCATION FA(FRA.W BAY AnvrTION x r 2 FLOWER MOUND ROAD — >i 1 +vvYy LARK A 1;� GRAPEVINE RESERVOIR , HARBO �� VIEW "..) j N.T.S. WICHITA TRAIL ABBREVIATION LEGEND U.E. { UTILITY EASEMENT Of DRAINAGE EASEWNT D. & UF. i DRAINAGE` & UTILITY EASEWCNT. B.L. BUILDING LINE S.U.D.C. & ME. STREET: UTILITY, DRAINAGE, CONSTRUCTION & MAINTENANCE EASEWNT VE. VISIBILITY EAS04M NOTE: ALL PERIMETER BOUNDARY CORNERS FOR THE SUBJECT TRACT SHOWN HEREON ARE 1/2" IRON RODS WITH A YELLOW PLASTIC CAP STAMPED "GOODWIN & MARSHALL" SET PREVIOUSLY UNLESS NOTED OTHERWISE. SEE SHEET 2__ OF 2 FOR ADDITIONAL OTES N __- �PTE,OF,. g. (yISTge_.;ry� O: go. go S* FtAHE 5259}.. _� ; SURV � C CU - - - L 9.26'ry p,,54 CUT ' v' AT EDGE OF t THE PURPOSE OF THIS AMENDED PLAT � 0 ' T= 4.32` t CONCRETEPAVEMENTSET IS TO RECONFIGURE LOT 11R, LOT 13R AND LOT 15R, BLOCK 3. _C _55'54' V' W _ _ _ PRINCE EDWARD r CH=63. COURT NIXED RECORD PLAT A RECORD FLAT OF SHEEf l OF 2\ ............. . 1 EMERALD BAY LOTS 11R, ���t`!1J 15R, BUCK 3, " I C 3 r P A8. R, PG. 17 / \ R.D.C.T. t EMERALD BAY, �{ AN ADDITION TO THE TOWN OF FLOWERMOUND, DENTON COUNTY, TEXAS, r� �,�j� p� { \ , �Y iTiA�M � ELL, COUNTY CLERK C-101160091�®7 BEING AN AMENDMENT OF LOTS 11, 13 AND 15, BLOCK3, on Nov 07 2000 PREPARED BAY - — At 10 4I 'J 2go-.j LI lS RMFtRALD BAY, AN ADDITION TO THE TOWN OF FLOWER MOUND, am Receipt #; �Dd 1EiI TIEILQ CIE �Y< � %� ;= �� p �j�� G� l�j 2 DENTON COUNTY, TOW, ACCORDING TO THE TTIE PLAT RECORDED IN Recording: �4 0104 — �� ARSH L � 22� �g� W �� CABINET R, PAGE 173, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS Doa7Pigat s �,a MOUND EMERALD BAY, LTD. (� p BEING 4,197 ACRES "SITI:JATffii'IN THE Doc/Num 20cia, 07Bti Deputy -Felicia 2612 Long Prairie Road, Suite B CIVIL ENGINEERS — PLANNERS — SURVEYORS �j�Q2281� A P. LLOYD SURVEY, ABSTRACT NO. 746 Hower Mound, TX 75022 (972)639-0774 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 61 L IN TES fax (972) 539-8665 Metro (817) 429-4373 TOWN OF FLOWER ' MOUND, DENTON COUNTY, TEXAS Contact: Mr, Kenneth D, Prater fax (817) 446-311 b 3 RESiDENTLkL TOTS Contact: Mr. Matt Uoodwln, P.E. AUGUST, 2000 OWNERS CERTIFICATE STATE OF TEXAS: COUNTY OF DENTON: WHEREAS, MOUND EMERALD BAY, LTD., acting by and through the undersigned, its duly authorized agent, is the sole owner of a tract of land situated in the A.P. Lloyd Survey, Abstract No. 746 in the Town of Flower Mound, Denton County, Texas being all Lots 11, 13 and 15, Block 3 of Emerald Bay, an addition to the Town of Flower Mound, Denton County, Texas according to the plat thereof recorded in Cabinet R, Page 173 of the Plat Records of Denton County, Texas, said lots being a portion of that certain tract of land described in a Special Warranty Deed to Mound Emerald Bay, Ltd. recorded in County Clerk's File No. 99-ROO24820 of the Real Property Records of Denton County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a cut "V" at the east edge of concrete pavement set in the line common to an easterly Right -of -Way (R.O.W.) line of Beachview Drive (a 24 foot R.O.W. according to said plat of Emerald Bay) and a westerly line of said Block 3 of Emerald Bay, same being the common southwest corner of said Lot 13 and the northwest corner of Lot 14 of said Block 3 of Emerald Bay; THENCE North 01 degrees 45 minutes 37 seconds West, along the line common to an easterly R.O.W. line of said Beachview Drive and a westerly line of said Block 3, a distance of 58.47 feet to a cut "V" at the east edge of concrete pavement set at the point of curvature of a circular curve to the right, having a radius of 598.27 feet; THENCE northeasterly, along the line common to an easterly R.O.W. line of said Beachview Drive, a westerly line of said Block 3 and said circular curve to the right, through a central angle of 08 degrees 49 minutes 38 seconds, an arc length of 92.17 feet and having a chord that bears North 02 degrees 39 minutes 12 seconds East, 92.08 feet .to a cut "X" in concrete pavement set 0.1 foot west of the east edge of said concrete pavement at the southwest corner of Lot 12 of said Block 3 of Emerald Bay: THENCE South 84 degrees 38 minutes 58 seconds East, departing the line common to an easterly R.O.W. line of said Beachview Drive and a westerly line of said Block 3, departing the previous circular curve to the right non -tangent, along the southerly line of said Lot 12, a distance of 237.89 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "Goodwin & Marshall" previously set (hereafter referred to as 1/2 inch capped rod) at the southeast corner of said Lot 12; THENCE North 05 degrees 21 minutes 02 seconds East, along the easterly line of said Lot 12, a distance of 214.46 feet to a cut "X" in concrete pavement set 4.9 feet north of the south edge of said concrete pavement in the line common to the southerly R.O.W. line of Peaceful Cove (a 24 foot R.O.W. at this point according to said plat of Emerald Bay) and the northerly line of said Block 3 at the northeast corner of said Lot 12, same being the point of curvature of a non -tangent circular curve to the left having a radius point that bears North 81 degrees 41 minutes 29 seconds East, 50.50 feet; THENCE southeasterly, along the line common to the southerly R.O.W. line of said Peaceful Cove, a northerly line of said Block 3 and said non -tangent circular curve to the left, through a central angle of 133 degrees 00 minutes 34 seconds, an arc length of 117.23 feet and having a chord that bears South 74 degrees 48 minutes 46 seconds East, 92.63 feet to a 112 inch capped rod at the most westerly southwest corner of Lot 10 of said Block 3 of Emerald Bay; THENCE South 51 degrees 19 minutes 05 seconds East, departing the line common to the southerly R.O.W. line of said Peaceful Cove and a northerly line of said Block 3, departing the previous circular curve to the left radially, along the southwesterly line of said Lot 10, a distance of 361.51 feet to a 112 inch capped rod at the most southerly southwest corner of said Lot 10; THENCE South 84 degrees 38 minutes 58 seconds East, along a southerly line of said Lot 10, a distance of 140.15 feet to a 1/2 inch capped rod at the most southerly southeast corner of said Lot 10, same lying in the line common to a southerly line of said Block 3 and a northerly line of a remaining portion of "TRACT NO, B-134A" as described in a Judgment on Declaration of Taking Number 3 filed June 25, 1952 in condemnation proceedings (Civil No. 611) in the District Court of the United States for the Eastern District of Texas, Sherman Division to the United States of America; THENCE South 69 degrees 32 minutes 24 seconds West, along the line common to a southerly line of said Block 3 and a northerly line of said United States of America TRACT NO. 8-134A remainder, a distance of 397.36 feet to a United States Army Corps of Engineers concrete monument with brass disk found stamped "MON B-120'; THENCE South 29 degrees 24 minutes 09 seconds East, along the line common to an easterly line of said Block 3 and a westerly line of said United States of America TRACT NO. B-134A remainder, a distance of 137.60 feet to a 112 inch capped rod at the most northerly corner of Lot 16 of said Block 3 of Emerald Bay; THENCE South 73 degrees 22 minutes 57 seconds West, departing the line common to an easterly line of said Block 3 and a westerly line of said United States of America TRACT NO. B- 134A remainder, along the northerly line of said Lot 16, a distance of 231.92 feet to a cut "V" at the east edge of concrete pavement set in the line common to the easterly R.O.W. line of Prince Edward Court (a cul-de-sac at this point according to said plat of Emerald Bay) and a westerly line of said Block 3 at the northwest corner of said Lot 16, same being the point of curvature of a non -tangent circular curve to the left having a radius point that bears South 73 degrees 22 minutes 57 seconds West, 50.50 feet; THENCE northwesterly, along the line common to the easterly and northerly R.Q.W. line of said Prince Edward Court, a westerly and southerly line of said Block 3 and said non -tangent circular curve to the left, through a central angle of 78 degrees 34 minutes 36 seconds, an arc length of 69.26 feet and having a chord that bears North 55 degrees 54 minutes 21 seconds West, 63.96 feet to a 1/2 inch capped rod at the most easterly southeast corner of the aforementioned Lot 14: THENCE North 05 degrees 10 minutes 01 seconds East, departing the line common to the northerly R.O.W. line of said Prince Edward Court and a southerly line of said Block 3, departing the previous circular curve to the left non -tangent, along the easterly line of said Lot 14, a distance of 192.07 feet to a 1/2 inch capped rod at the northeast corner of said Lot 14; THENCE North 84 degrees 38 minutes 58 seconds West, along the northerly line of said Lot 14, a distance of 208.72 feet to the POINT OF BEGINNING, delineating and encompassing within these metes recited 182.808 square feet or 4.197 acres of land, more or less. ) r � MOUND EMERALD BAY, LTD. 2612 Long Prairie Road, Suite B Flower Mound, TX 75022 (972)539-0774 fox (972) 539-8665 Contact: Mr. Kenneth D. Prater NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, MOUND EMERALD BAY, LTD., acting herein by and through its duly authorized officer, does hereby adopt this plat designated herein as LOTS MR, 13R AND 15R, BLOCK 3, EMERALD BAY, an addition to the Town of Flower Mound, Denton County, Texas. The easements shown hereon are hereby reserved for the purposes as indicated. All streets, alleys and rights -of - way are hereby dedicated in fee simple to the Town of Flower Mound for municipal purposes. The utility and fire lane easements (streets, alleys, and common areas) shall be open to the public, fire and police units, garbage and rubbish collection agencies and all public and private utilities for each particular use. No buildings, trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the utility easements as shown. Said utility easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences. trees, shrubs or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the utility easements and all public utilities shall at all times have the full right of ingress and egress to and from and upon said utility easements for the purpose of construction, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity of procuring the permission of anyone. Any public utility shall have the right of ingress and egress to private property for the purposes of reading meters and any maintenance and service required or ordinarily performed by that utility. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Flower C. Kathryn Perry, VicefPresident (/ MOUND EMERALD BAY, LTD., a Texas limited partnership By: Mound Emerald Capital, Inc., a Texas corporation, its General Partner STATE OF TEXAS: COUNTY OF QrM P40AJ BEFORE ME, the undersigned authority, on this day personally appeared L. Kathryn Perry, Vice President of Mound Emerald Capital, Inc., a Texas corporation, General Partner of MOUND EMERALD BAY, LTD., a Texas limited partnership, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purpose and consideration therein expressed, in the capacity therein stated, and as the act and deed of said partnership. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the-8---day of Doi roam! . 2000. Notary Pub is in and for the State o Texas NOTARY PUBIS sum 01Tint My Commission Expires: 0 Q CORM,Exp. SURVEYOR'S CERTIFICATE This is to certify that I, Tom Flaherty, a Registered Professional Land Surveyor of the State of Texas, have platted the above subdivision from an actual on -the -ground survey, and that all lot corners, angle points, and points of the curve shall be properly marked on the ground and that this plat correctly represents that survey made by me or under my direction and supervision. A _LT.LJ!l.J NOTES: Tom Flaherty �01) 1) THE REFERENCE BEARINGS FOR DIRECTIONAL CONTROL USED HEREON ARE Registered Professional Land Surveyor No. 5259 �� OF THOSE CITED ON THE PLAT OF EMERALD BAY RECORDED IN CABINET R, PAGE Goodwin & Marshall, Inc. CP,..•••••.. 173 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 6001 Bridge Street, Suite 100 Fort Worth, Texas 76112- S1r 2) THE BOUNDARY CORNERS SHOWN HEREON AS "MON. ..." ARE UNITED STATES metro (817) 429-4373 """""f" ARMY CORPS OF ENGINEERS CONCRETE MONUMENTS WITH BRASS DISK FOUND TOM TOWN OF FLOWER MOUND TDWN MANAnFR PREPARED B Y.- OQD SHALL CIVIL ENGINEERS -- PLANNERS — SURVEYORS 6001 Bridge Street, Suite 100, Fort Worth Texas76112 Metro (817) 429-4373 fax (817) 446-3116 Contact: Mr. Matt Codw{n, P.E. .��RTM ••• STAMPED AS SHOWN. .S 5259 ? ';ess�o;;°%'OP 3) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.) 8 y LETTER OF MAP REVISION (L.O.M.R.), WITH AN EFFECTIVE DATE OF JANUARY 10, 2000 THE SUBJECT TRACT SHOWN HEREON APPEARS TO LIE IN DESIGNATED "ZONE A" AND "ZONE X". THE F.E.M.A. FLOOD INSURANCE .RATE MAP (COMMUNITY No. 480777 0540 E, MAP No. 48121CO540 E, WITH AN EFFECTIVE DATE OF APRIL 2, 1997) DEFINES "ZONE A" AS "SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD, NO BASE FLOOD ELEVATIONS DETERMINED". "ZONE X" TS DEFINED ON SAID MAP AS "OTHER AREAS, AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOOPLAIN". THE APPROXIMATE LIMITS OF SAID ZONES AS DEPICTED HEREON ARE BASED ON A FLOOD STUDY PERFORMED BY GOODWIN & MARSHALL, INC. IN CONNECTION WITH SAID L.O.M.R.. THE SURVEYOR HAS NOT LOCATED THE FLOOD ZONE LIMIT ON THE GROUND. 4) ALL INTERIOR LOT CORNERS ARE 1/2" IRON RODS SET WITH A YELLOW PLASTIC CAP STAMPED "GOODWIN & MARSHALL". THE PURPOSE OF THIS AMENDED PLAT IS 1'D RECONFIGURE LOT AIR. LOT 13R AND LOT 15R, BLOCK 3. 101 RECORD PLAT OF OF COUNTY CL On LI 1 ! ! ! • i i` • ` ! ' i • �I• i ! ' 0 07 00 ,. !•!•! 6_041-A Recording: ►, Doc/m•6. po epu 1 1' TOWN OF FLOWER MC 3 R1 i DENTON • IENTL4L LOTS 2000 IN a� i2 Pti r z M S GRAPHIC SCALE 1`_100' 0 too 200 300 o pi 30'v-y30'� _t SO 30' x 30' 'o _ v.E. 00' t5.00' - - 10.941 -' f0 e y - _ .�..}11 r N 8 L 4 os 1 _ L-4.06C t t DETAIL 1 t .v 1 XMS. 1 _ __ __ ----i I j .. _. �.... C13 q I o m L-85. 99'_ i --a 37.69, -- . t L_6. 03 -Sa l5.55' 59 S3-'E 15. 52' t L'10.23' li N 86'42'22' Ef-j DETAIL 2 s ® DENOTES STREET NAME CHANGE. NOTE' THE SURVEYOR HAS BEEN MADE AWARE OF THE EXISTENCE OF A BURIED GAS PIPELINE IN THIS APPROX&1SATE VICINITY ALONG N.T,B. THE SUBJECT TRACT, BUT HE HAS NO KNOWLEDGE OF AN EASEMENT FOR SAID GAS LINE. BLOCK 0 \ (a remaining portion ) ') United States of America BLOCK A C M dal I ! `\ 'TRACT No. B-134B' V o 01 �m WICHI�A-CREEK ESTATES- - - _l ' 61 WICHITA CREEK PHASE II \ '- V Judgment on Declaration W o Cabinet H, Slide 109 'Cabinet t, Slide 88 \ f Taking Number 3 wUa z P.R,D.C,T. N i aPPARENrAPaoxIMATE o g Y_ P.R.D,C.T.; LOCa OF2o' \ filed 6/25/52 . + I Lu t j TOWN OF FLOTW�pC�RN M1mLP$). TEXAS F ` q� ({��1 f EASEMENT FOR A WATER LIE OR LINES Y RTITdT) tbtt 1 1 14' I SEE DETAILS 11&3 ' ' tv VOLUME 532;, PAGE MS LOT 24X } -1/2' 7.R. F. E. LL fir- 1 D.R.O.C\T. 14W'6 SO. FT. 4.11' SOU'fN LOT 15X { U 1 _ Of GM'E' ` o WICNTTA 1RAIl 30�w.E.' N 88 *09'18" E 145d.69' �- U lwidlh+n0efelmirediE rr 0 0 0 9. .0 N. 0£aICAT ION 15. 00' 115 i M1 y( La 54. R.O.W. .. _ _ _ - - 5 00 3o.no'' _ _ _ _ e..-. _ _ e._-- - R.O. N OEOI4ATTON l5.00 , I '_ e..-. �._--_ -. ..�• _ _ - - 165 1�, T �lT41 99 1 ... 1 f .50 SB�f 5�0' t 12 ,�%.26 '� L 37 69' PomcrfS.00' �'-S d4...@..m -- 15 U.E. 15'V.F.. ">$:-9Q'�.. 1. 1 -.,_,_ ...o--...�.�_r...... __-__ qqI 45. a4. X y�l(-� M s. r,1 1500' 1 - �168 26Xo.FT. i� fD n1---y5'u. Er 1 LOT 16X c� + _ +:ota 1 WI68 SQ.FT. a ` f4.20' '1500'' L-- i} `OT-26)('--. 'P'' N4[ f5.00 SNm 5077 S0. FT. �(`' i �ry a 3 _ 416002 A�CRES� `\ av 40 �" ` N 1 c0 �(p ls3`\o 1 1 2 I 3 11 43560 S0. Fi'. 43974 SO, FT. W 1 t\ Q" 44666 SO, FT.1\O\NJ (�i}. \ <' 485QS SO. FL�I 43560 SO. FT u4i 43560 SQ. FT. t �._, , j 49716 Vol "0. FT.�t :aL.25'�1 '$YSB'S U O.0 &M •• 'S.4a 410.!!' o f54.79 1, .. 481.50'_ tLT is. NN roa 1'�',T':7aa�� 10 o �P 5� b 5? FLOWER MtJ(Nq ROAD -- PROJECT LOCATION •-. WICTITA TRAA S iWE-A-WAY i WADOW LARK ems° »VW \IG�I` �IYIG`irii/afG ABBREVIATION LEGEND UE. UTILITY EASEAW Of OADOGE EASEADR 0. CUE, WR44E & UTILITY EAS9iNl' al. RAIDING CDC SVITC. & HE, STREET. UIllnY. OPADV�, CttSRUCTI N & KAD98YNY: EAMENT D, & PE. Ea6@UN 6 PEDESTRIAN ACCESS El9'1FN1 Vt. VCSD II.IrY EASDISEA LINE BEARMMi DISTANCE L1 N64.19'42' W 113.33' L2 S48051'26' W 184.51' L3 N76.38'30' W 67.41' L4 N75'.0998'W 98,44' L5 $24 12'52 E 166.38' L6 N75.11'25 E 136,53, L7 _ S17 5335_ E 233.17' LINE BEARING DISTANCE L8 NOI.50'42'W 55.94' L9 N28.21'28'W 23.55, LIO SOI.50'42'E ❑.78, LII S69•.1'36'W 8 14134' L12 N24.56.'55'E 44.43' L13 S81.221311£ 2L55' L14 S19.19'55'E 29,32' LI5 S83'59'53'E 165.1a' Lib N86.42'22'E 34.31' .F=PION. 40' LNITED STATES OF AMERICA EASEMENT 'TO INMATE. SUBMERGE, AND OVERFLOW PERMANENTLY, TEMPORARILY, OR INTERMITTENTLY AS MAY SE NECESSARY' PER COMPLAINT FILED JIUEIE 14. 1952 IN CONDEMNATION PROCEEDINGS (CIVIL No. 7621 IN THE DISTRICT COURT OF THE `SEE DETAIL 2 UNITED STATES FOR THE EASTERN DISTRICT OF -- TEXAS, SIERMAN DIVISION t/2' I.R.S. WAPLASriC cAF C,W. MALTSBERCER SURVEY ABSTRACT No. 934 A. P, LLOYD SURVEY ABSTRACT Va, 746 8-tt7�y 20' TOWN OF FLOWER MOUND. TEXAS ' WATER LK EASEMENT VOLUME 632, PACE 72 D. R. D. C. T. ry _ _. - 17> 00 �._-175. 00._,._ .e-_._.. _ 1'o t �,,� - .b 15'U.E Is p6' 75 r� / '_' { 1 4 `S C ^-... 1 7.5' 2!i' x 2J' 2< v p U iS' x 25 j 1 i ._. 1 v t 1 �. 39' E C?7 I _ L t' 1 tLI_ }6 � 98 9 L. ..__ I v 43747 S0. AT. L� 'n ..•1YY. 5 0 r W 3 1 10 ' 2 1 3 �1 4 Nit 46986 SR. FT o�(' "�� 44186 SQ. f"1. jj +8, o ci 1 I .1 43750 SO. FT. X1 43750 SO. FT. i o Nf _ _ - 36.99' i 1 d6o i .. 43750 $0. FT. S 85'49'08' pit N n N 44507 SO. FT, "t II �� "-" A5 1m a EN 0e-IZI 40- E�24oAO of V' _ j� o i 1 w_ ni �1 1 12 �o m �"� 60160. SO, FT. ?q, �.•« 88'09'18' E f--175_.DOa�- 176-00i'75-A0:--.-._. 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IT iii i Y E 11`f ffN 8 @ 5.55� /// 702 4 .../C` m 10 S.O.O.0 &N E _....`___.1 -�.� J."//77 00j Ca-, 6 ;�. t., `( I 0, pp 139 74' 5-'�--}L43 . fl• r / ,rx a '$4i'. _.... 151.a. 5+-i 'ii'?d''E"376 ..,.. t'Y'-4'i�- ,- t4O/�I/({�/'�yf02.b3� 111 v, p 1 }-� 150 00 J��L4 ,-._-uc,',ri11 _ "25. ' Lil 11N 88'12'40' E 240,OOi'�J.`aR..49-- u- ,i'F--zS^x25�J ilia's.u.o.c.&I+.E."��..,�..- r°6J1 U'V'� T' o,� f 111 i2 {{.. % t _ F 47930 SO. FT. 08\ mm � 1 o 43654 30. FT. �^I iJ l u> 1 \`•,'\. 11 w 9 43560 S0. FT. �CO� ta�'� cvl J l W 'Yk2, I mo, +" 40UN SOU I kT_ @ t 20 21 "� 227248,0A 248.0 _ t �' '_`.- t ...1.11 ...iii 4A68IT 44689 S0, FT. v� 44917 S0. F7. �.'�J - �LI24' 7,8 L 3 - .S '- {{N 98'12'4; E 240.00 _� 1 S0. fT u! zl 19. 39. ro w rn ..c �. m� 15'U. E. Ill ,tr}� { Y- 7.5' 117.5.i' x 'a. �jV S" All I 7 �' G' IJ�--i5b.^00 150-08-^- @G.".:it 7_...�,� 44185 so FI'. I .xa�•�,. y., 9t SO°.z, FT ry�V '" E 43560 Sa. FT,-- i -^SSOQ'c94""`p'-•- �� 'Y T Oi-•t-+..� yy 7.a =3 �gGiN s az 50 07. eoe_72 >€ 4 , 88'12�40' E 240,0 I �in� �t+�j�i, _ �j�,-�ry(�IP. ✓ �1 YY _ .19 18 i"1 - fo`� '*�3' p'• { 1 Rini1 435115 SQ, FT.r- 44358 SO, FT. 44 7 Sa', 59'B. L. ,- A�T 10 (.� A3596 SD. PT. `+a �l•'. _+ FT. R 0 p MATCH 2 OF 3 APPROXIMATE LIMIT OF 100-YEAR FLOOD ZONE PER F.E.M.A. L.O.M.R. (TYPICAL I remaining portion I d Stales of America ?ACT No. 8-134A' ment on Declaration aM* IT) r 85666 SO. VT, ,1 a \"76j >;sJ. r ........ -' LIMIT OF ONE (TYPICAL I 'E 7) BY A F,E.M.A. IVE 01/10/00 ) l�l LL pZa OOV W W 04�1- \ w�Ww � L1�. o. agm 1 LINE BEARING DISTANCE L17 S74-35'27'E 221.47' Lib NO2.46'34'E r74, 12' LI9 S02.46'34'W 179.73' L20 S74.35'27'E 179.09, L21 $27.13'24'E 51,87' L22 S07 31'24'E. 71.82' L23 S12 16 47' W 49.05' L24 NI2 16'47'E 66.30' L25 N07.31 24' W 61,37' L261 N27.13'24'W 46,66' L27 N74 35'27•W 426.20' L28 S84'38'58'E 339.93, L29 821.121321E 41.24' L30 $28'41'03'E 103,24' L31 N28.41'03'W ro1.26' L32 N21.12'32'W 42.87' L33 N84'38'58'W 340.68' L34 S85'0I'54'E 24SA5' L35 _N59.03'20'E 53.40' L36 S83.32'14'E 54.44' L37 N83'32'14' W 7t.98' L38 S591031201W 53.40' L39 N85.01'54' W 8.08, L40 S21.40'16'W 176,70' L41 N21'40'16'E 169.19, L42 N85'01'54'W 215,05' L43 S86.OVIO-E 84.92' L44 S75.49'42'E 67.55' L45 S02*50'07'El 185.59, L46 N82'50'07'W 250.82` L47 N66.01'10'W 79,97' N01'S0'42'W 233.48' N50.18'10'E 59.5V S50.18'10'W 71.48' JL�48 S01.50'42'E 226.14' N7T29'56'E 80.31' N89'F7'31'E 47.17' S72.24'27'E 21.08' L55 S24.20'07'W 46,01' L56 S42 19'32E 46.95' L57 N42 19. 32' W 67 23' Lye N24 20'07'£ 46.01' L59 N72 24 27 W 21 08, L60 S89 17 31 W 44 59' L61 S77 29 58 W 90 45' L62 S47 01 06 E 72 61' L63 S25 55 04.E 39 15., L64 S02.07 57 W 30 87' L65 S85 49 16. W 25 31, L66 St4*48'56'WI 27.61, L67 N14 * 48'56' E 21 27.' L66 N46 52 09'W tl 79, L69 N57 04'20•.W 14.46' L70 N66 l0'47'W - 12.96, L71 S6504'13' W 2 23' L72 S46 31 52'W 38.58, L73 S41 10 43' W 40.31' L74 N76 24'13'W 17.49' L75 . S77 53 47' W 17 78' L761 S33 16'12' W 24 72'. L77 -S43 06'42' W 39 71. L78 S53 26 38'W 7 65' L79 Se0 19 48'W 10,42' LED N80.19'48'E 19.86, L81 : N53 26 38' E 15 88, L82 N43 06'42'£ 44. 12' L83 N33 16't2'E 16.61, 1_84 .N77 53 47'E 1 82' L65 S76.24'13'E 27195' CURVE DELTA I RADW LENGTH I TANGENT C'NORD BEARING3 04M CI 26.301", 250100' 115.68, 58.90, 815.06'05'E 114,65' C2 26'30'46' 250.00' 115.68' 58.90, SIS'06'05'E 114.65' C3 29.43'27' 388.00' 2OL29' 102.96' S19'07 39'W 199.04' C4 03.18'57' 610.27' 35.32, 17.66' N32'19'64'E 35.31, C5 32'26'03' 610,27' 345:46' 177150' N14.27'24'.E 340.07'. C6 20'50'18'.. 250,00 910.92' 45.97' N74.08 36'W 910.421 C7 Oe'10'44' 766.00 112 49' 56.34' NCe'N9'45'E 112.39' ce 09'0041' 788.00 123.94' 62.10, N10'55'27'E 123.81, C9 63*50,35, 250.00 278,57' 155 74' $56152'12'W 264,38' C10 06.33,59, 800,00 9G6e, 45.69' NO5.201291E 91.63, C11 03*50,50, 800.00, 53.72' 26.87, NOO'08'05'E 53,71'. C12 07.50'49' 600.00 68.48' 34,29' S87'55'18'.E 68.42' C13 09.n'45' 500,00' 61.12' ' 40.65' S88'38'46'E 01,03• C14 09.31'07' 488i00' 81, 07' 40.63' 1N20'11'21'E 80.98' CIS 14.04'ii' .30.06, 61,39' 30,85' S15.39'35'W 61.24' Ci6 14'04'11' 250.00' 61.39' 30.85' SIS'39'34'W 61.24' LOT CURVE DATA WAVE I DELTA I RADA13 I LENGTH I TANGENT I CHORD BEARING 04M C17 89.56'38' 1 20.00'. 31.40' 19.98' S43•.1059'W 28.27' C18 96.06'38' 20,00- 33.55' 1 22.26' N43'47'23'W 29,75' EASEMM CURVE DATA CiktVE DELTA RADIUS LENGTH. TANGENT 04M BEARING 0100 cl9 47'22'03• 55.00' 45.47' 24, 12' . N50'54'25'W 44J9' C20 47.22'03' 25.00, 20.67, 10.97' ' S50'54'25'E ,20.08' C21 63.26,26,. 62.50, 69.20, 38,63, S52.55'45'E 65.72' C22 63.26'26' 37.50, 41.52' 23.18, S52.55'45'IE 39,43' C23 35.54'46' 25100' 15,67' 9:10' - N77'00'43'E '15.41' C24 35'54'46' 55.00' 34.47' r7.82' N77'00'43'E >33.91' C25 37.24'26' 37:50' 24,48' 12..70' N77'45'33'E 24.05' C26 37.24'26'. . 67.50' 44,07' 22. e5' N77'45'33'E 43.29' C27 96.44'35' 27,50' 46.43' 30:94' S24.02'10'E 41.11' C28 1 96.44'35' 2.50 4122' ' 2.61, N24'02'W'W 3.74' Cnl 66.39'39' 27.50 31:99' 18.o9' NO@'59'42'W 3a.22' C30 66'39'39•. 2150 F11' 1:64' S08'S9'42'E 2,75' C31 I 18•t8'01' 22.50 7,19' 3.62' Nel'33'28'W J:I6' C32 16-18,01, 47,50' . .711 7.65' S81-33'2e-El 15.11' a NOTE: SEE THE DEDICATION STATEM94T ON SHEET 3 OF 3 FOR NOTATIONS REGAFOANG LOTS 15X AND i6X, BLOCK 3 AND LOTS 24)L-25X AND 26X BLOCK 3.- .. SEE St'EET 3 OF 3 FOR AODI7IW_ AL. PATES O )D FELBBY: MOUND EMERALD BAY, LTD 3204 Long Praine Road, Suite A Flower Mound TX75022 (972) 539-0774 fox (972) 539-8665 Contact: Mr. Ken Proter PREPARED Y: G OODWW KWARRH[1VI.QiLs K �PRdPOSED ASPHALT EDGE WICx IMWAL BOUNDARY LIE L= _ �.. _ �... _ . _ _ _�- PROPOSED -^I w pROPOSEO ASPHALT EDGE 60'ROW 4 to 1. 20' RADIUS'.. PROPOSED e EDGE OF PAVEMENT N 24 ,' 24; o - CREW VEWDRW Pi20POSED �.. CONCRETE PAVEMENT OT LOOrT.{(I( ;,' Sh PROPOSED BLOCKI3 yy a+ PROPOSED CURB DETAIL 3 N.T.S. CIVIL ENGINEERS - PLANNERS ~ SURVEYORS 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 Metro (817) 429-4373 fax (817) 446-3116 Contact: Mr. Matt Goodwin, P.E. �� ]RECORD PLAT 5� qa 8 E NEERAi 1� BAY by a m 80.212 ACRES SYlVA•TEDWTHE 2O A. P. U OYD SURVEY, ABSTRACT No. 746 IN TM TOWN OF FLOWER MOUND, DEN'TON COUNTY, TEXAS 62RB31D04111ILL, L= DBCMMM 1998 THIS PLAT FILED IN CABINET --PAGE -DATED 1999Filed for Record in: COUNTY TX CLERK t On Jan 18 2000 At 3:03pla Doc/NLIM 00-R0005344 Doc/Type PLA ' Recording; 72.00 Doc/Mgmt : 6,00 Receipt 0. 2356 Deputy NARY CaJi k Pj RA/ ABBREVIATION LEGEND UE- uram &&liFNf DENOTES STREET NAME CHANGE. Bid VE BS�UIlDI116 bnnT e..sT61rr SUOL, b Mf.. Su"f m 9 P alUNA6E; o mEAS3 b RA7NIF1UJtF EA'F1tN1 MATCH Q E. & PE. Eaxslmul 6 PhfSiQlNd kIESS E.t4}[#1 v YE. YISiBRm F1FB¢NI' � _ e - " - - - w t l� 20 , ij 21 t 22- �- 1 44689 44689 S0. FT. f 44917 SO. FT. !^ N 88'i2'4O' E 240.00i �( t So. FT, ' f ,{, u I �mi ItlfS.P 4 Q 1 I 9 w b6 i 7 ,j, 15 U.6 I� tt""""""550.-00--- f 17.55' 44185 S0. FT. n I �i 250-oa'- `3� Q@'S2s'?- 43560 SO. FT 1 O' krT _j o m � � s-84 •: m s Bz 5o'or m� m� tz P V - 5JR259 N 88'12_40' E 240.0q' !8 k9 , 43585 so. FT./; 44358 SO. FT. �� �hp f-'�o 14 43596 SO. FT 25' x 25 /y.' '°'o�� AII 43855 SO_ FT. IFPii�m �i:{!1� .� 43560 SO. FT. 364 35 E iOPAZ o '�4. 16' t S 82'S 0 E 268.q ` - '�Ife S U.D t l+ 9a'!a 40 _ 240 0 e s u.o c sa E. �6?�WIT'� J f j fst1Ag fs 1.-.-- �..� ; 25' x 25' \92. y� a7'' 1%of}' ^0'T"43§it^./ .. 7.5' gl j �?� ✓ V'.// 43591 SO. FT. / ,"'-, ,� 25' V E25, jw 17 1 f v . f . FT. �m tv '" ~� 44547 S0. Fi,1.� 1of C71.� 43560 S055028 16 sa. Fr. 1 - v \ e28`9 / 4 117 W�r IN/'S Jvmi 43588 SO. FT. { N88'1240'F S£ (® " /t 12 j°,8'rim NTREam 11,y'� 4535t Sa. Fi. / c>� k 36. O t f ( I �`�11..._.12' 48:..,E--t99:9P'�-423-23 $0a/n/ !0 ( c> - ,.-�. 88 F /b' z , __✓ d3560.. FT. m m tii :e ni 29� toJ �.' 30/O,f....�: ~.. APPROXIMATE LIMIT OFI.' t !v 100-YEAR FLOOD ZONE ( TYPICAL ) m 7i j C 1 (SEE NOTE 7) (NOW SUPERSEDED BY A F.E.M.A. i " uNi 15 +yli w 13 `1;• 1 L.O.M.R. EFFECTIVE 01/10/00) q 1 =14 m( 45876 SO. FT. -K-�O-'�-'`T cmMV 46453 So. FT. { j j f �^•t4,II 44257 Sa. f.T. it t 60535 S0. FT. t,.''. wi I�f 'a.__ _._._..._.....�.1 58'8. Lam_. N' _ •-'J �0^'/. m.✓ \4g.03. x . z 176. 12' •� /� / I II/ rvi Td1' .°!3' __.. SO, F Patsy R. Smith z 33.ao 7v?s' called 99,171 acre tract Lx„ _, x G C F No 97-R0001649 25.44' Z v E �e so 16 a5769 SO. FT N J 110111 SO €T. m ,�} 7 i R.P:R.D.C.T, 2! °' h f ,. 3' �� �6>Z? ,m SEE NOTE 0 51569 So. FT.22 j'''f r• •{ d / ' C30 �rJ�' c�` P t 65851 $0, FT. \s%, x / SEE. -- hOTE4 1y �j 7 d i..12 � ia $^I to ' 94845 Sa, FT. �/�'� <' ) �// + . •!�"'f 2 . 512a. 64. P / n`, j' tkf� " EA$EMI NT // rni / ; .^K �i"♦ 4 La56 si' ' `� (SEE NOTE 31 / J L69 �' 's / a.,-^ r � �• APPROXIMATE LIMIT OF `zt i� P t" r �1' r1 • IOO-YEAR FLOOD ZONE PE (, } U. OI. C� .•' „�t,�a0'� tL `� ♦f F.E.M.A. L.O.M.R. 4t > as �J 4KK. e-122 (TYPICAL ) 1 '., f% ' 1, ""+: L66 ♦ ♦ tlN. 8-134A-37 PAO. ' r`=, $ Y a ♦ FW, (a remaining portion I v4 I «°i1j�tt .2a f .. ' United States of America 100_ APPROXIMATE FLOOD LIMIT (TYPICAL 1 S �.o'o`,q -� . N-134A_361 TRACT No. B-134A' SEE NOTE 71 M1 �° 0•,. ' S8 '^.. It aaN, B-1saA•sa '`' Judgment on Declaration (NOW SUPERSEDED BY A F.E.M.A, :3 LfJ _' tS 1. of Taking Number 3 L.O.M.R. EFFECTIVE 01/10/00) 25. za' L7q e� 13 �'1 `'" f .1tON. a-1a4A-32 filed 6/25/52 Lea 5f t47 �11 €�, , - ,A _-. A;5 . 598a9 S0: FT 0.67o ACOLHOF ( /; tN 88'09'42" W 471.60' W/PLASTIC CAP 1/2't.n.F. \ !1/2' I.R.F. Ar N 38156'12' E 3. 24'1 i APPROXIMATE LIMITOF 100-YEAR (FLOOD SEE NOTEE77 ) ((TYPICAL) :9- A) (NOW SUPERSEDED BY A F.E.M,A. CJtj j' L.O.M.R. EFFECTIVE 01/10/001 i Fredrick Lawson Turner tic Volume 906, Page 723 D,R,D.C.T. M �---- APPROXIMATE LIMIT OF 100-YEAR FLOOD ZONE PER F.E.M.A. L.O.M.R, (TYPICAL) MOV. 8-Fu4A_31 A.P. LLOYD SURVEY NO 6-135-8`i _ ABSTRACT No. 746 i74J. J.M. RUIZ SURVEY _ _ --y 1 ABSTRACT No. 1064 (a remaining portion 1 United States of Americo 'TRACT No. B-1356' Volume 368, Page 520 D.R.D.C.T. 1 Patsy R. Smith �1 Exhibit B' tract C.C.F. No. 97-R0001649 R.P.R.D.C.T. + 1 t I 11 29 (a remaining portion I United States of America 'TRACT No. B-134A' Judgment on Declaration of Taking Number 3 filed 6/25/52 rAPPROXIMATE LUT OF 100-YEAR FLOOD ZONE PER F.E.M.A. L.O.M,R, (TYPICAL I OWNWIDEVIMPED BY: MOUND EMERALD BAY, LTD. 3204 Long Prairie Road, State A Rower Mound, TX 75022 (972) 539-0774 fcn((972)539.8665 Contact: Mr, Ken Prater PREPARED BY: G00D VV UCLA,..' MARSHAlLIL t> CIVIL ENGINEERS - PLANNERS -- SURVEYORS 6001 Bridge Street, Sutfe 100, Fort Worth Texas 76112 Metro (817) 429-4373 fox (817) 446-3116 Contact: W. Matt Goodwin, P.E. 1z W A GRAPHIC SCALE 1"-100' 0 100 200 300 ^ __ 1 ► . LINE SEAFUNG DISTANCE L17 $74.35'27'E 221.47' LIB NO2'4634'E 174.12' L19 $02.46'34'W 179.73' L20 $74.35'27'E 179,09' L2i S27'13'24'E 51,67, L22 S07'31'24'E 71.02' L23 $12' 16'47' W 49.05' L24 Nt2'i6'47'E 66.30, L25 N07.31'24'W 61.37, L26 N27'13 24'W 46,66' L27 N74'35'27'W 426,20' 1_28 $(14'38'68'E 339.93, L29 S21'12'32'E 4K24' L30 S28.41.03'E 103.24' L31 N28'41'03'W 101.26' L32 N21'1232'W 42.87' L33 N64.38 56'W 340.66' L341 S85'01'54E 248.45' L35 N59'03120'E 53,40' L36 S83-32'14'El 54.44' L37 N83'32'14'.W 1_38 S59'03 20'W 53.40' L39 N85.01'54'.W 8.08, L40 - S21'40'16' W 176.70' L41 N21'40'16'E 169.19, L42 N85'01'54'W 215,05, L43 S86'01'10'E --.84.92' L44 375'49'42'E .67,55' L45 $62'50'07'E 185.59, L46 N62'50'O7'W 250,82, L47 -N86'01'a'W 79.97' L48 Nbl'50 42'W -233'.40' L49 N50' 18'10' E 59..61-' L50 S50'1810'IN 71.48' L51 $01.50'42`E 226.14' L52 N77.29'58'E 88.31, L53 N89.17'31' E 47.17' L54 S72.24'2T E 21 08` L55 $24.20 07'W 46.01' L56 S42.19'32'E 46.95' L57 N42'19 32'W 67 23' L58 N24'20'07'E 46.01' L59 N72.24'27'W 21.08, L60 S89.17'31' W 44.59' L61 S77.29 58'W 90.45' L62 'S47.01'06'E 72.61' L63 S25.55'04'E 39.15, L64 $02'07'57`W 30.87' L65 S85'49'16'W 25.$1' L66 S14'46'56'W 27.61, L67 N14.48'56E 2L27' L68 N46.52'09' W 11.79' L69 N57'04'20'W 14.46' L70 N66'IO'47'W 12.96' L71 S65.04'13' W 2.23, L72 S46`31'52'W 38.58, L73 S41.10'43' W 40.31' L74 N76'24'13'W 17.49' L75 S77.53'47' W 17.76' L76 S33.16'12'W 24,72' 1.77 S43'06'42'W 39,71, L78 S53'26'3$'W 7.65' L79 -S80'19'48'W tO.42' L80 N60'19'46'E 19. as, Lei N53'26'36'E 15.88, L82 N43.06'42'E 44.12' Lea N33'16.12'E 16,61' L84 N77.53'47E 1,82' L65 $76.24'13'E 27.95' L D�j FLOWER IM P ROJECT sg WK>*TA TRAL ORAPEVYd RESERV02 x (', / CURVE DELTA RADIUS LENGTH I TANGENT CHM SEARING CHM CI 26'30'46' 250.00' 115.66' 50,90, S15'061051E 114.65' C2 26'30'46' 250.00' 115.66, 50.90, S15.06'05'E 84.65' C3 29'43'27 388 00' 201.29, 102,96' $19'07'39'W 199.04' 04 03'18'57 610.27' 35.32' 17.66' N32't9 54'E 35:31' C5 32.26'03. 610:27' 345.46' 177.$O' NW'27'24'E 340.87' C6 20.50'18 250.00' 90,92' 45.97' N74t08'35'W 90.42' C7 08'10'44' 788.00' 112 49' 56,34' NO2'19 45'E 112.39' C8 09'00'41' 788,00 123.94' 62.10' NIO155 27'E '123.61' C9 63'50'35 250.00 278.57' 155.74' 856.52'12'W 264,38' C10 06.33,59, 800.001,91.68` 45.69' N05'20 29'E 91.63' CH 03.50'50' 800.00 53 72' 26.87, NOO.06 05'E 53.71' Cr2 07.50'49' ` 500.00 68,48.' 34.29' $87'55 18'E 68.42' C13 09'17'45' 500.00 OLfV 40.65' S88'38 46'E 81,03' C14 09.31'07' 488,00 81.07' 40.63' N20'11'21'£ 80.98,. CNS 14.04*11` 250.00' 61.39, 30.85' $15139'35'W 6L24' C16 14.04'II' "250,00' 61.39, 30;65' $15.39'34'W 61.24' LOT CURVE DATA 31,40' 19.98' 543'IO'S9'W 28.27' 0.00' 33.55' 22.26'. N43.47'23'W 29:75' EASEMIENT CUWE DATA CURVE CURVE DELTA ' C17 89.56'38' I 2 cla s6•os 3B z CURVE I DELTA I RAM t MTH TANGENT CHM SEARING 04M ' CI9 47'22'03' 55:00' 45.47' 24.12' ' N50'54'25' W 44.19'. C20 47.22'03' 25,00, 20.67, 10.97' S50'.54'25'E 20.08' C21 63*26,26, 62.50, 69.20, 38,63, S52'55'48'E 65.72, C22 63*26,26, 37.50, 41.82' - 2338' S52'55'45E -39,43'. C23 35'54'46' 25.00, M5671. 8.10, .Nr77'00'43`E :-15.41' 'C24 $5 54'46 55 00": 34 47' 17 82' N77 00'43 E 33.91, C25 3724,26 37 50'. 24 48' 12 70, N77.45'33 E 24.05' C26 37 24 26 '67 50' 44 07' 22 85' N77.45'33 E 43`29' =C27 96 44'35 27 50' 46.43' ". 30.94' $24 0'L 10 E -41N' C28 1 96.4435 4,ow 4.22' 2.81' N24'02'10'W 3.74' 'C29 66.39'39 27.50' 31.99' 18.09' N08`59'42'W 30 22' C30 39'391 2.91' 1.64' SOS'59'42'E 2:75' C31 18'.18'0I' 22.50'. 7.19' 3.62' NBi'33'28'W 7. 16' C32 I8'IB'OI 47.50' l5:17' 7.65' S81'33'28'E IS.II' BOtNVDAW INS DATA CENiERUNE LM DATA I I UNE BEARING DISTANCE LI N64.19 (42' W 113,33' L2 S48.51'26`W 184.51' L3 N76'38'30'W 67.41' L4 N75'09'18<W 98.44' L5 S24`12'52E 166.38, L6 N75.11'25'E 136.53, L7 $17'53'35'£ 233.17' a M Y Pgg 'v = S£ONEN TROT DLL LINE BEARING DISTANCE L8 NOi $0'42'W $5.94' L9 - N28 ev28':W 2$.55' LIO SOI 50'42'E 11,78, Lii S69 IB'36' W 14.34' Lt2 N24.56'55'E 44.43' LI3 S81 2211E 21.55, L14 S19 t9'55'E 29.32, Lis $83 59'53'E 185.18' L16 N86'42'22'.E 34.31' SEE SHEET 3OF 3 FOR ADDITIONAL NOTES UXORD PLAT SHEET 2 OF FIAERAID BAD' mm 80.212 ACRES sLTvmmwTwi A. P. LLOYD SURVEY, ABSTRACT No. 746 IN nM TOWN OF FLOWER MOUND, DENTON COUNTY, TEXAS 62 RESIDERnALLOTS File for Record in: DHCHMSBBR,19" DENTO COUNTY TX THIS PLAT FILED IN CABINET_ - PAGE DATEO C� 1I MITCHLL, COUNTY ®a At 3:03pm Doc/Num : 00-ROB05344 Doc/T Recoin rdg: .00 Doc/Mgmt 72 6.00 Receippt tt: Deputy 2356 - 11ARY OWNERS _CERTIFICATE STATE OF TEXAS COUNTY OF DENTON WHEREAS MOUND EMERALD BAY, LTD„ acting BY and through the U d*Miged, its duly authorized went, is the sole owner of a tract of ]and situated in the A.P. Lloyd Survey. Abstract No. 746 in the Town of Flower Maud Denton Canty. Texas and being all of that certain tract of land described in a Special Warranty Deed to Marl Emerald Bay. Ltd. recorded in Canty Clerk's File Ne. 99-410024820 of the Real Property Records of Denton Canty, Texas (RPR.D.C.T.), and being more particularly described by metes and bounds as follows: BEGINNING at a 'P-K" nail fount within Wichita Trail as traveled (width Undetermined) at the common northwest caner of said Mound Emerald Bay. Ltd. tract and the northeast corner of that certain called 99A71 ace tract of land described in Exhibit 'C" of an Estate Distribution Deed to Patsy R. Smith recorded in Canty Clerk's File No. 97-R0001649, RPRD.C.T, said point being called in the north lire of said A.P. Lloyd Survey and also being called a distance of 246925 feet from the northeast Corner` thereof, from which a 'P-K" nail ford at the commah northwest corner Of said Patsy R. Smith called 99.171 acre tract and the original norttxmt corner of The Landing, an sedition to the Town of Flower Mound. Denton County, Texas according to the plat thereof recorded in Cabinet L. Slide 3 of the Plat Records of Denton Colnty. Texas (PRD.C.TJ bears South 88 degrees 09 minutes 18 seconds West. a distance of 1658.03 feet (Deed 1657.49 feetk THENCE North 88 degrees 09 mirAites 18 seconds East, along the northerly line of said Mound Emerald Bay, Ltd. tract. the called north line of said AP. Lloyd Survey and within said Wichita Trail as traveled at an approximate distance of 1160.4 feet departing said Wichita Trail as traveled continuing slag the northerly line of said Maud Emerald Bay, Ltd. tract, passing at a distance of 128910 feet a 1/2 inch iron rod found at the original southeast carer of Wichita Creek Phase IL an addition to the Tam of Flower Maud Denton Canty, Texas according to the plat thereof recorded in Cabinet L Slide IM PRD.C.T_ said 1/2 inch iron rod farad being 4AI feet south of lire. continuing along the northerly line of said Marl Emerald Say. Ltd. tract for an overall distance of 1450.61 feet to a 1/2 inch iron rod set with a yellow plastic cap stamped 'Goodwin & Marshall". THENCE South 09 degrees 43 minutes 21 seconds East, along the easterly line of said Maud Emerald Bay. Ltd. tract, at a distance of 65.3 feet passing the approximate centerline of said Wichita Trail as traveled. continuing along the easterly lire of said Maud Emerald Bay, Ltd. tract, at a distance of 9021 feet passing trough a United States Army Corps of Engineers concrete morrmaht with brass disk (hereafter mfferred to as monument) found stamped "MON B-117 61.85' O/S', Said mgnrnant being shown on a survey of Grapevine Reservoir Segment B. Tract No. B-134-A and B-134-8 as Prepared by CF. BallarLt Registers Professional Land Surveyor No. 1274. dated August. 1963 as being situated Smith 09 degrees 43 minutes 21 seconds East (Survey Smith 09 degrees 13 minutes East) a distance of 61.85 feet from a northwest corner of a remaining Potion of -TRACT NO. B-134A' as described in a Judgment on Declaration of Taking Nkmtxr 3 filed June 25, 1952 in condemnation proceedings (Civil No. 611) in the District Cart of the United States for the Eastern District of Texas, Sherman Division to the United States of America continuing, along a aimmh easterly line of said Mound Emerald Bay. Ltd. tract and a westerly line of said United States of America TRACT NO. B-134A raneinder an overall distance of 484.09 feet to a monument ford stamped "MON B-C38"; THENCE, along the line common to said Mound Emerald Bay, Ltd. tract and Said United States of America TRACT NO. B 134A remainder the following South 23 degrees 07 mirutes 32 seconds East a distance of 713,55 feet to a monrmht found stamped 1,4ON B-119% South 69 degrees 32 minutes 24 seconds West, a distance of 42659 feet to a monument found stamped NON 8-120^ South 29 degrees 24 minutes 09 seconds East, a distance of 62351 feet to a monument farad stwMd 'MON B-121`, from Mhich a United States Amy Corps of Engineers concrete range monument with brass disk farad stamped 'MON SR-37" bears South h6 degrees 35 minutes 52 seconds East, a distance of 137.09 feet: Smith 65 degrees 25 minutes 55 seconds West, a distance of 1137.60 feet to a monument found stamped "MON B-122", said point being the apparent most easterly southeast corer of that certain tract of land described as 'Parcel No, I' in a Ouitclaim Deed to Frieda LOU Noble Leeds recorded in Volume 468, Page 541 of the Dead Records of Den ton Canty, Texas (ORD.C.TJ, from which a 5/8 inch iron rod ford at the apparent northeast corner of said Leeds Parcel No. 1 bears North 04 degrees 43 minrtes 59 seconds West (Deed NORTH). a distance of 379.71 feet (Deed 379.7 feetk Noah G4 degrees 19 minutes 42 seconds West, a distance of 113.33 feet to a morurmit farxl stamped 13-134A-37`, South 48 degrees 51 minutes 26 Seconds West, a distance of 184.51 feet to a wmument to" stamped '8-134A-36^ North 76 degrees 38 minces 30 seconds West a distance of 67.41 feet to a monument farad stamped B-d34A-35. North 75 degrees 09 mires 18 seconds West a distance of 98.44 feet to a morulmrt found stamped '13-134A-34^ Smith 24 degrees 12 minutes 52 seconds East, a distance of 166.38 feet to a monument food stamped B-134A-33 , North 75 degrees 11 minutes 25 seconds East, a distance of 136.53 feet to a marxment farad stamped 13-130-32^ South 17 degrees 53 minutes 35 seconds East. a distance of 233.17 feet to a monument fond stamped 8-134A-31" and 8-135-8-1', said point being common to the most southerly southeast corer of said Mound Emerald .Bay. Ltd. tract. a southwest corner of said United States of America TRACT NO, B-134A remainder, the northwest carter of a remaining portion of TRACT NO. B-L356' as described in a General Warranty Deed to the United States of America recorded in Volume 36B Page 520, DRD.C.T. and a northeast cornier of that certain tract of lard described in Exhibit B" of the aforementioned Estate Distribution Deed to Patsy R. Smith score being the apparent most southerly southeast corner of said Frieda Lou Noble Leeds Parcel No, I and being called in the south line of the aforementioned AP. Lloyd Survey, NCE South 88 09 minutes 42 seconds West along m the coma southerly lime of of Hot" Emerald Ltd. tract and a northerly line of said Patsy R. Smith Exhibit B' tract. a distance of 86 F feet (Deed 86.31 feet) passing through a 1/2 inch iron rod fared at a man northwest carer of said Patsy R. Smith Exhibit 'B" tract and the northeast corner of t certain tract of laid described in a Quitclaim Deed to Fredrick Lawson Turner recorded in one 906, Page 723, DR.D.C.T, continuing along the common southerly line of said Marl raid Bay, Ltd, tract and the northerly line of said Turner tract. Passing at a distance of 422.11 t a 3/8 inch iron rod foUx. said 3/0 inch iron rod found being 0.67 feet north of line, tiruing for an overall distance of 471.60 feet to a 1/2 inch iron rod set with a yellow plastic stamped 'GOodwin & Mansell" at the common southwest corner of said Mound Emerald Ltd. tract and the southeast corner of the aforementioned Patsy R. Smith called 99.171 acre rt. firm whim a 112 inch iron trod found bear North 38 degrees 56 minutes 12 seconds East, a THENCE .North 01 degrees 47 minutes 20 seconds West (Reference Bearing - west line of that certain tract of land described in a Warranty Deed to Charles Edward Hasty recorded in Volume 1028. Page 56. DRD.C.T.k departing the northerly line of said Turner tract, along the common westerly lire of said Hand Emerald Bay, Ltd. tract and the easterly line of said Patsy R. Smith called 99.171 acre tract, passing at a distance of 2606.10 feet a 112 inch iron rod land, said 1/2 inch Stun rod ford lie 0.75 Peet west of line, contiruing for an overall distance of 2638.59 feet to the POINT CF BEGINNING. delineating and encnnoassimig within these metes recited 80212 acres of land more or less. NOW, THEFIEFOFE, KNOW ALL MEN BY THESE PRESENTS: THAT, MOUND EMERALD BAY, LTD, acting by and through its duly authorized officer, does (Hereby adopt this plat designated herein as EMERALD BAY, an addition to the Tam of Flower Mkxnd Denton County, Texas. The easements shown hereon are t�er�y reserved for the as indicated. All streets, alleys and rights -of - way are f by dedicated in fee =,W a to the Town of 7F ft for municipal purposes. Lot 16X Block i and Lot 2 Y, Block 3 are hereby dedicated as lancksc . screening and pedestrian access easements, and are hereby dedicated in fee simple to the mandatory homed ws association for ownership and maintenance purposes. The Town of Flower Maud will maintain the walkways within said Loth, ifiX„7Block 1 and Lot y5XL Block 3. Lot i5X. Block 1 and Lot2ggx. Block 3 are dedicated in fee simple f� am of Flower Mound as equestrI iarxiscaping and'an ahar><e�otssaied leuth 5X B i ando 110 26Xtion will 81odcre3�isdedicated ionsible for nn fee sircple to the Tom of Flower Mound as an man trailtead. Tne Tam of Flower Mound will be responsible for the naintenance of said �,9t.-26X. Block 3. The utllity and fire lane easements (streets alleys, and camm areas) shall be open to the pub11G fire and police units, garbage and rubbish collection agencies ad all pub11c and private utilities for eau partiwlan use. Nb buildfngs, trees. shrubs on other fmprovements err growths shall be oo�strux:ted re:or ted or placed upon over m aaoss the utility easenents as storm. Said utility easements being hereby reserved for the mutual use and a:colmiodation of all public utilities using on desiring to use sane. All andany public utility shall have the right to remove ant keep rsmoved all or parts of any buildings, fences, trees, srm or other Lm'ovements dr growths which in any way endanger or interfere with the construction. maintenance or efficiency of its respective system on the utility easements and all Public utilities shall at all times have the full right of irxgess and egress to and from and Loon said utility easements for the purpose of construction reconstructirHg, insPKtitlgg, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necesssity of proctring the Permission of anyone. Any Public utility shall have the right of ingress aid egress to private property for the purposes of reading meters and any maintenance and service required or ordinarily performed by that utility. This plat approved 10ject to all pia ordinances, rules, regulations and resolutions of the Town of Flower / Mound. % /gull t � a Texas limited partnership Inc. a Texas corporation its General Partner STATE OF TEXAS: rr, COUNTY OF__. BEFORE ME, the Undersigned authority, on this day personally appeared Kenneth 0. Prater. known to me to be the person whose nave is Scbscr•ihed to the foregoing instrument and acknowledged to me that he executed the sane for the purpose ad consideration therein expressed in the capacity therein stated end as the act and deed of said partnership. GIELh)ER MY HAND AND SEAL OF OFFICE on tne.29._day of.._/_.yf%L"./L..____.1999. Notary PMlicad for the Stifte of texas aw v GEORGANN M. HODGES My Commission Expires: �/ NOTARY PUBLIC _ .._ - _ . State of Texas Comm. Exp. 09-30.2001 _ w •• _ MMMAfl\ a This is to certify that L Tom Flaherty, a Registered Professional Lad Surveyor of the State of Texas, have platted the above subdivision from an actual on-thw-grand survey, and that all lot corners, angle points, and points of the curve shall tie properly marked on the ground and that this plat correctly represents that Survey made by me or Under my direction and VWviS3m. Tam Flaherty Registered Professions] LadSurJveyor No, 5259 60004in & Marshall. Inc. 6001 Bridge Street. Suite 100 Fort Worth. Texas 76112 metro (817) 429-4373 �J I � /-VIS1OiLSTV Evrm� 25 30 30 1 �. n N VISIBILITY E41T.-" VIA i I VISIBILITY EASEMENTS AM REWIRED AT ALL I 1 INTERSECTIONS. THESE EASEMENTS SHALL BE n --- MEASURED FR04 THE PRD&CTEO INTERSECTION 1 Of THE PROPERTY LINES. 30' X 30' VISIBILITY EASE.MENI IS REWIRED AT THE INTERSECTION OF CREEK VIEW DRIVE AND WICHITA TRAIL. ALL OTHER INTERSECTIONS REQUIRE 25' X 25' VISIBILITY EASEMENTS. TYPICAL VMIBU-XrY EASM&ENT IS rAII. OIDIM BY: MOUND EMERALD BAY, LTD. 3204 Long Prairie Rood, Suite A Flower Mound, TX 75022 (972) 539,0774 fax (972) 539-866J5 Contact: Mr. Ken Prater I14111124J.1 2.1)%M G OOIC➢Vy INS �1 A SHAJ-1. CIVIL ENGINEERS - PLANNERS - SURVEYORS 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 Metro (817) 429-4373 fox (817) 446-3116 Corhtact: Mr. Matt Coodwin. P.E. y/28/99 /,qua Cot 2 P517>. f• •. F 0•a I � H JL • .. . . !• :a1 • 9 . • err .•.I •. PI •• . I w • e P Iaa1 •r1-.n • I . • 1 . w.. , • •., , 0 4) THE 572 CONTOUR DEPICTED HEREON IS AN APPROXIMATE LOCATION AS TAKEN FROM AN AERIAL TOPOGRAPHIC SURVEY. THE SURVEYOR HAS NOT LOCATED THE 572 CONTOUR ON THE GROUND. 5) THEW ARE PORTIONS OF THE SUBJECT TRACT SHON HEREON, OTHER THAN THOSE "CROSS -HATCHED. THAT APPEAR TO LIE BELOW THE 572 CONTOUR. 6) THE BOUNDARY CORNERS SHOWN HEREON AS 'MOM. ' ARE UNITED STATES ARMY CORPS OF ENGINEERS CONCRETE MONU!EN`TS WITH BRASS DISK FOUND STAMPED AS SHOWN. 7) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY ffEdMAJ FLOOD INDIRANCE RATE MAP No. 480777 0540 E. WITH AN EFFECTIVE DATE OF APRIL 2, 1997 THE SUBJECT TRACT SHOW HEREON APPEARS TO LIE IN DESIGNATED 'ZONE A" AND "ZONE X•. ZONE A" IS DEFINED ON SAID MAP AS 'SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD, NO BASE FLOOD ELEVATIONS DETERMINED'. ZONE X" IS DEFINED ON SAID MAP AS 'OTHER AREAS. AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN-. THE APPROXIMATE LIMITS OF SAID ZONES AS DEPICTED HEREON ARE AS SCALED FROM SAID MAP. THE SURVEYOR HAS NOT LOCATED THE FLOOD ZONE LIMIT ON THE GROUND. FLOOD ZONE SHALL BE SUBJECT TO PREVISION/REMOVAL BASED ON FINAL LETTER OF MAP REVISION FROM FE.MA.. 8) ALL INTERIOR LOT CORNEIRS ARE 1/2" IRON RODS SET WITH A YELLOW PLASTIC CAP STAMPED "GOODWIN & MAR HALL 9) THE SPECIMEN TREES SHOWN tEREON ARE AS FIELD TIED IN SEPTEMBER, 19%. ftr J'E N TiET: SeEC Rk'Et TAENOTE DIRECTLY, SHALL CUT DOWN. DESTROY, REMOVE :$TROY TWOl1Gif DAMAGING, ANY TREE TREE ON THIS RECORD PLAT WITHOUT FIRST PERMIT AUTHORIZED AND ISSUED BY THE TOM OWER MUM AFTER PUBLIC HEARING. THE E AND ISSUE 9" TREE REMOVAL PERMIT THE SUBJECT REAL PROPERTY CANNOT 3ASED ON ECU40MIC AND/OR PKRACTICAL 40VAL OF THE SPECIMEN TREE (S) INCLUDED IN TEE TON OF FLOWER MOUND MAY IMPOSE CRIMINAL PENALTIES FOR THE UNAUTHORIZED UTILITY CERTIFICATE THIS PLAT CORRECTLY PRESENTS THE REGUIREO EASEMENTS FOR THIS DEVELOPMENT. n 6/ 8Y i T£ GENERAL TELEPHONE (GTE) _ 1 ._ _.._ _ SOUTHWESTERN BELL _ b� TO ELECTRIC/LONE STAR GAS fENTON COUNTY ELECTRIC TCl CABLEVISION RECORD OF = _ r lib z BEm 80.212 nrzi�a,,� A. P. LLOYD SURVEY, ABSINIM DE TRACT TOWN OF FLOWER MOUND, ENTON COUNTY, TEXAS CL 62RESII31 VIAL LOTS DBICENIDBR,1998 THIS PLAT FILED IN CABINET -__.._.PAGE_ -______DATED 1 8 d for Record in: N COUNTY TX IA MITCHLL, COUNTY Jan 18 2000 At 3:03pm hum : 00-R0005344 Reco'rdiny: 7t Receipt 0- 2356 Deputy - 19ARY PR�NUE EDWA P� (;� � 5�°50'43„ a=5o hq L=Sg 8 _8�! 63�'21'12" E - QH=49.6 ' i Uj APPROXIMATE LIMIT OF 100-YEAR FLOOD ZONE PER l EMERALD BAY » F.E.M.A. L.0_M.R. (TYPICAL 1 CAB. R, PG - I73 E ` ( CUT,'x' rN c ♦ cur 'x' IN coucRerE ( SEE NOTE 3 1 P . R . D . C ... /{ SET 0 oNCRCTE ___ _- '• `� H SET 0. 2 ' ONTO PAVEMENT .... ON? PAVt`MEh'T - r `_--' � EMERALD BAY ''• t j CAB. R, PG. 173 !(� raj ~♦ P.R.D.C.T. ZONEX_ZO NE 09 tt � ,1 � ro q •O ♦ � — _ v ��� PG. 'Sp 0 POINT OF 4u EMERALD BAY _ ;dj'. to remaining portion ) BEGRiNING CAB. R, PG. 173 United States of America CUT 'x'rNCONCRETE P.R.D.C.T. cn � � ``' � "TRACT No. B-134A' SE o. r' ovr0AVEMENrr �� 17R Judgment on Declaration N 15`25'�T E / `� 5 7q> " N � 92, 225 SO. FT. ♦ r' of Taking Number 3 58.7� �• ^ a BLOCK 3 filed 6/25/52 1= 09 3107' ♦ r . `1,=83.07' — �' —?4 3527— — s7s 7 T-2412' T=`4l.63' / J S 0. 4 S C8=.8 50 54'25' E C 1 2€�'3121" FE ��� .a�._ ?Dg.py cR aa.19' t -i 4.97 q' CA6 30G'S. p aQ P.� p PG. 373 — , ? �a�ICUs z 0 ♦ A N 24'5-Ed 44.4 ' �; CUT 'X' IN CONCRETE A= 47'22'03" i J� ��^ ✓tea' ^ i CAG 1,5J U F.� \ � { Sf_T O. r' ONTO PAVEME'Nr 99R R=25.DO' I ap�?, l✓ — — q pG. \b �i= 18 °21,. I �5, 344 SCE . FT . T=10.97' ma`s p.RbC .173 t� z• ✓.t4 , v J� ; CB=S 50`54'25 E d r 15 R=262.00 1 CH-20.05' �° t CAB. C U _ / rg• BLOCK 3 RG ' ' — v- T-4 -T eA S9 C �3 Q; i� Qv RRp-C.i 17� `"• -MON. B-121 34 #07''7" I � CJ� j 910�5 fi RAS � $�`'' w P - �// y' P FNO. {bi 83.55' 1 p C0c�r T CONRVr SEr � N ♦ 'AFT V'`'� "y v�� t �qa .00 COR 00 677175�SQ; s/ BLOCK 3'ZI s /a.............X , 0 "0. 7oF'oron 7a� UntitedemaininSta#es op America 1 / ~ ZONE. X a 0 S GRAPHIC SCALE 1 60' t 0 60 120 180 �uraN � h RIVER HILL DR, > > a. a > f 0 FLOWER MOUND { Z m ROAD PROJECT s, LOCATION ��a2 s j WICHITA TRAIT. � f F.MFRALD rn BAY C7 i G OS ADDITION FADE -A -WAY i MEADOHAR OR W LA Rk \.., p N Q I f v Vl:�W Li VH(CRICY j N.T.S.ABBREVIATION LEGEND i I U.E. UTILITY EASEENT O.E.. DRAINAGE EASEMENT 0: & U.E. DRAINAGE & UTILITY EASEMENT 9 L. BUILDING LINE S.0TLC . & ME. STFEET, UTILITY, DRAINAGE. CONSTRUCTION & MAINTENANCE EASEMENT 1 V E. VISIBILITY EASEWNT I NOTE; ALL PERIMETER BOUNDARY CORNERS FOR THE SUBJECT TRACT SHOWN HEREON ARE 1/2" IRON RODS WITH A YELLOW PLASTIC CAP STAMPED 1 'GOODWIN & MARSHALL" SET PREVIOUSLY UNLESS NOTED OTHERWISE. SEE SHEET 2 OF 2_FOR ADDITIONAL.NOTES i CAB,NALD R, PG. 173 / "�- _ Z©�iA A i OF 7 ••,. P.R.D.C.T. ., ♦ Judgment on Declaration g�P�•4 tPkOr'�' ,, :---APPROXIMATE LIMIT OF of Taking Number 3 s, 100-YEAR FLOOD ZONE PER +; filed 6/25/52 TOM•FLAHERTYJ* l L r A(') F.E.M.A. L.O.M.R. (TYPICAL) _ 0 �7 .....................�.. �S9y�5259 ( SEE NOTE 3 } 7 l <9•'•,; EsstQ;;a(�' Su 06 THE PURPOSE OF THIS AMENDED PLAT } /0 1 IS TO RECONFIGURE LOT 17R, LOT 19R j AND LOT 20R, BLOCK 3. f 0 ) ! c •• • • �• •' •• •' u• • • •:� • s :• .COUNTY On Nov 07 2000 At 8*21am -Jane 0 s 0 -HATPAN • 01 OWNER'S CERTIFICATE NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: STATE OF TEXAS: COUNTY OF DENTON: WHEREAS, MOUND EMERALD BAY, LTD. and K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD, acting by and through the undersigned, their duly authorized agents, are the sole owners of a tract of land situated in the A.P. Lloyd Survey, Abstract No. 746 in the Town of Flower Mound, Denton County, Texas being all Lots 17, 19 and 20, Block 3 of Emerald Bay, an addition to the Town of Flower Mound, Denton County, Texas according to the plat thereof recorded in Cabinet R, Page 173 of the Plat Records of Denton County, Texas, said Lot 17, Block 3 being all of that certain tract of land described in a Warranty Deed with Vendor's Lien to K & H Homes, Ltd. dba Riverstone Custom Homes by Howard recorded in Volume 4594, Page 1176 of the Real Property Records of Denton County, Texas (R.P.R.O.C.T.) and said Lots 19 and 20, Block 3 being a portion of that certain tract of land described in a Special Warranty Deed to Mound Emerald Bay, Ltd. recorded in County Clerk's File No. 99-R0024820, R.P.R.O.C.T., and being more particularly described by metes and bounds as follows: BEGINNING at a cut "X" in concrete pavement set 0.1 foot west of the east edge of said concrete pavement An the line common to an easterly Right -of -Way (R.O.W.) line of Beachview Drive (a 24 foot R.O.W. according to said plat of Emerald Bay) and a westerly line of said Block 3 of Emerald Bay, same being the common northwest corner of said Lot 19 and the southwest corner of Lot 18 of said Block 3 of Emerald Bay; THENCE South 74 degrees 35 minutes 27 seconds East, departing the line common to an easterly R.O.W. line of said Beachview Drive and a westerly line of said Block 3, along the southerly line of said Lot 18, a distance of 237.65 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "Goodwin & Marshall" previously set (hereafter referred to as 1/2 inch capped rod) at the southeast corner of said Lot 18; THENCE North 02 degrees 46 minutes 34 seconds East, along the easterly line of said Lot 18, a distance of 190.73 feet to a cut ­X" in concrete pavement set 0.2 foot north of the south edge of said concrete pavement in the line common to the southerly R.O.W. line of Prince Edward Court (a cul-de-sac at this point according to said plat of Emerald Bay) and a northerly line of said Block 3 at the most easterly northeast corner of said Lot 18, same being the point of curvature of a non -tangent circular curve to the left having a radius point that bears North 02 degrees 46 minutes 34 seconds East. 50.50 feet: THENCE northeasterly, along the line common to the southerly R.O.W. line of said Prince Edward Court, a northerly line of said Block 3 and said non -tangent circular curve to the left, through a central angle of 58 degrees 50 minutes 43 seconds, an arc length of 51.87 feet and having a chord that bears North 63 degrees 21 minutes 12 seconds East, 49.62 feet to a cut "X" in concrete pavement set 0.2 foot northwesterly of the southeasterly edge of said concrete pavement at the southwest corner of Lot 16 of said Block 3 of Emerald Bay; THENCE South 56 degrees 04 minutes 09 seconds East departing the line common to the southerly R.O.W. line of said Prince Edward Court and a northerly line of said Block 3, departing the previous circular curve to the left radially, along the southerly line of said Lot 16, a distance of 563,18 feet to a United States Army Corps of Engineers concrete monument with brass disk found stamped "MON B-121" at the corner common to an inner corner of a remaining portion of "TRACT NO. B-134A" as described in a Judgment on Declaration of Taking Number 3 filed June 25, 1952 in condemnation proceedings (Civil No. 611) in the District Court of the United States for the Eastern District of Texas. Sherman Division to the United States of America and the southeast corner of said Lot 16: THENCE South 65 degrees 25 minutes 55 seconds West, along the line common to a northerly line of said United States of America TRACT NO. B-134A remainder and a Southerly line of said Block 3, a distance of 698.87 feet to a 112 inch capped rod at the southeast corner of Lot 21 of said Block 3 of Emerald Bay; THENCE North 46 degrees 42 minutes 02 seconds West, departing the line common to a northerly line of said United States of America TRACT NO. B-134A remainder and a southerly line of said Block 3, along the northeasterly line of said Lot 21, a distance of 308.14 feet to a cut "X" in concrete set in the line common to the easterly R.O.W. line of said Beachview Drive and a westerly line of said Block 3 at the northeast corner of said Lot 21, same being the point of curvature of a non -tangent circular curve to the left, having a radius point that bears North 46 degrees 42 minutes 02 seconds West, 262.00 feet; THENCE, along the line common to the easterly R.O.W. line of said Beachview Drive and the westerly line of said Block 3 the following: northeasterly, along said non -tangent circular curve to the left, through a central angle of 18 degrees 21 minutes 04 seconds, an arc length of 83.92 feet and having a chord that bears North 34 degrees 07 minutes 27 seconds East, 83.56 feet to a cut "V" at the easterly edge of concrete pavement at the point of tangency: North 24 degrees 56 minutes 55 seconds East, a distance of 44.43 feet to a cut "X" in concrete pavement set 0.1 foot west of the east edge of said concrete pavement at the point of curvature of a circular curve to the left, having a radius of 500.00 feet: northeasterly, along said circular curve to the left, through a central angle of 09 degrees 31 minutes 07 seconds, an arc length of 83.07 feet and having a chord that bears North 20 degrees 11 minutes 21 seconds East, 82.97 feet to a cut "X" in concrete pavement set 0.1 foot west of the east edge of said concrete pavement at the point of tangency; North 15 degrees 25 minutes 48 seconds East, a distance of 58.79 feet to the POINT OF BEGINNING, delineating and encompassing within these metes recited 254,744 square feet or 5.848 acres of land, more or less. MOUND EMERALD BAY, LTD. 2612 Long Prairie Road, Suite B Flower Mound, TX 75022 (972) 539-0774 fax (972) 539-8665 Contact: Mr. Kenneth D. Prater OWNED/DEVMOFLED BY: K & H HOMES, LTD, dba KA RIVERSTONE CUSTOM HOMES BY HOWARD 2612 Long Prairie Road Flower Mound, TX 75022 (972) 539-0774 fax (972) 539-8665 Contact: Mr. Kenneth D. Prater THAT, MOUND EMERALD BAY, LTD. and K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD, acting herein by and through their duly authorized officers, do hereby adopt this plat designated herein as LOTS 17R, 19R AND 20R, BLOCK 3, EMERALD BAY, an addition to the Town of Flower Mound, Denton County, Texas. The easements shown hereon are hereby reserved for the purposes as indicated. All streets, alleys and rights -of - way are hereby dedicated in fee simple to the Town of Flower Mound for municipal purposes. The utility and fire lane easements (streets, alleys, and common areas) shall be open to the public, fire and police units, garbage and rubbish collection agencies and all public and private utilities for each particular use. No buildings, trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the utility easements as shown. Said utility easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the utility easements and all public utilities shall at all times have the full right of ingress and egress to and from and upon said utility easements for the purpose of construction, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity of procuring the permission of anyone. Any public utility shall have the right of ingress and egress to private property for the purposes of reading meters and any maintenance and service required or ordinarily performed by that utility. I This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Flower MOUND EMERALD BAY, LTD., a Texas limitell partnership By: JAound Ealerald Capital, Inc.,_Texas Texas corporation. its General Partner L. Kathryn Perry, Vice president - K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD STATE OF TEXAS: COUNTY OF_'k ,j�tr40jg_ : BEFORE ME, the undersigned authority, on this day personally appeared L. Kathryn Perry, Vice President of Mound Emerald Capital, Inc., a Texas corporation, General Partner of MOUND EMERALD BAY, LTD., a Texas limited partnership, known to me to be. the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purpose and consideration therein expressed, in the capacity therein stated, and as the act and deed of said partnership. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the -.5—day of-406h!P AVw 2000. Of Notary Publin and for the State W Texas GEORMVM a FS PUBLIC '00 1 4 NOTARY PUBLIC My Commission Expires: State Of Texas —9 SAV STATE OF TEX ZU-30-2., ,.,AS: COUNTY OF .-"Af r BEFORE ME, the undersigned authority, on this day personally appeared L. Kathryn Perry, Vice President of K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purpose and consideration therein expressed, in the capacity therein stated, and as the act and deed of said corporation. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the day of 2000. -------------- IGEORTAR NB N M. H=ES N6­ta1rK-yPubI in and �F-f?-­`the �t/as NOTARY PUBLIC tit State of Tons Comm E- 09-30-2001 1) THE REFERENCE BEARINGS FOR DIRECTIONAL CONTROL USED HEREON ARE THOSE CITED ON THE PLAT OF EMERALD BAY RECORDED IN CABINET R, PAGE 173 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 2) THE BOUNDARY CORNERS SHOWN HEREON AS "MON. ..." ARE UNITED STATES ARMY CORPS OF ENGINEERS CONCRETE MONUMENTS WITH BRASS DISK FOUND STAMPED AS SHOWN. 3) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.) LETTER OF MAP REVISION (L.O.M.R.). WITH AN EFFECTIVE DATE OF JANUARY, 10, 2000 THE SUBJECT TRACT SHOWN HEREON APPEARS TO LIE IN DESIGNATED "ZONE A" AND "ZONE X". THE F.E,M.A. FLOOD INSURANCE RATE MAP (COMMUNITY No. 480777 0540 E, MAP No. 48121CO540, E, WITH AN EFFECTIVE DATE OF APRIL 2, 1997) DEFINES "ZONE A" AS "SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD, NO BASE FLOOD ELEVATIONS DETERMINED". "ZONE X" IS DEFINED ON SAID MAP AS "OTHER AREAS, AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN". THE APPROXIMATE LIMITS OF SAID ZONES AS DEPICTED HEREON ARE BASED ON A FLOOD STUDY PERFORMED BY GOODWIN & MARSHALL, INC. IN CONNECTION WITH SAID L.O.M.R­ THE SURVEYOR HAS NOT LOCATED THE FLOOD ZONE LIMIT ON THE GROUND. 4) ALL INTERIOR LOT CORNERS ARE 1/2", IRON RODS SET WITH A YELLOW PLASTIC CAP STAMPED "GOODWIN & MARSHALL". My Commission Expires: TOWN OF FLOWER MOUND SURVEYOR'S CERTIFICATE This is to certify that I, Tom Flaherty, a Registered Professional Land Surveyor of the State of Texas, have platted the above subdivision from an actual on -the -ground survey, and that all lot corners, angle points, and points of the curve shall be properly marked on the ground and that this plat correctly represents that survey made by me or under my direction and supervision. PREPAPkED BY- Tom Flaherty Registered Professional Land Surveyor No. 5259 Mayor, Lor 91LUca- Goodwin & Marshall, Inc. 6001 Bridge Street, Suite 100 Town Secretary, Paula �Lawr6n14LdA-&k-&--- Fort Worth, Texas 76112 metro (ol/) Ae�3-4d/j THE PURPOSE OF THIS AMENDED PLAT 0/ IS TO RECONFIGURE LOT I AND LOT 20R, BLOC ........... 14 Qj Z LIU.' AMENDED RECORD PLAT A RECORD PLAT OF S SHEET 2 OF 2 LOTS 17R, 19R AND 20R, BLOCK EMERALD BAY, d AN ADDITION TO THE TOWN OF FLOWER MOUND, DENTON COUNTY, TEKA S, bCNWow I BEING AN AMENDMENT OF LOTS 17, 19 AND 20, BLOCK 3, A MITCHtLL, COUNTY On Nov 07 2000 EAURALD BAY AN ADDITION TO THE TOWN OF FLOWER MOUND At 8:21am CUUD-WW"­� DENTON COUNTY, IEKAS, ACCORDING TO THE THE PLAT RECORDED IN 45368 Receipt #: Receipt Mt : 6 CABINET R, PAGE 173, OF TM PLAT RECORDS OF DENTON COUNTY, TEXAS 46 00 Bgc N 2000 :00 MARSHALL- BEING 5.QA8 ACRES SITUATED IN Tm epu�; _Jane -140107740 CIVIL ENGINEERS — PLANNERS ~ SURVEYORS SURVEY, APSTRACT' No. 7AA A. P. LLOYD X-X" I 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 IN THE Metro (817) 429-4373 TOWN OF FLOWER MOUND,, DENTON COUNTY,, TEXAS - fax (817) 446-3116 3 RESIDENtIAL LOTS Contact: Mr. Matt Goodwin; P.E. AUGUST, 2000 1110TIMIKU"M MAC! EMERALD BAY CAB. R, PG. 173 P.R.D.C.T. �'� ,�; ti . A s'..'A'S'�J '111}a it j.ir3'"W � CEiEUL _ C C . _.R %.50 cove- - L44723' •• jf� T--S 74 i 48 E a �'��. •Ape x •'�• t\ � �� 'tC7 ur X i PA vFuEN i n 7 — h�j r f Imo. 1 may. EMERALD BAY v ____ / tt CAB. R, PG. 173 7.5 P.R.D.C.T P.R.D.C.T. COJ 15'U. o G4 EMERALD BAY CO CAB. R -E 58' B.L. P5 �`F CAB. R, PG. 173 •,� PA.O.Ci.G. I�3 IAJCAB. R. PG. 173 ��°G'd P.R.D. C.T. " 1 P.R.0 C,T. f fi 4 .� 1,�A l r--CAS. R, PG, 173 ; 776B 1 SQ FT °- e.50' s' cur_ R=6z.50' �6 t 54 T O. rX on raa,'VCRErE 4�_j ©4 P. .D.C.L=69.20 ___o?nUEnEAr 3858 E BLOCK 3T 8.83'1....u_._ _____ 237.39' j ' ALM1`��— — - - S 84 _ _ CiBi S' 72.55'45" E .. +..2 $ 38 58 _ 10I., Z. -7. 5 ' r- _15 ` _ --S 84� 0. 6 U.E. R--598 27' -- 359 89 _ __ � 4�2"00 -- CAB. R. PG 173 - _ i S 64 "38 Ei" E - L=92.47' �`---�--� _ `Sao: - —_ _ — — - _ CAB. R. PG. 173 CB=N 02 °39'42" 'E i P.R.D.C.r, R= 7.50' 23 ` S 21'12 3z• E _-�-�!ea.. �_ 49 � r CH=92.08' e R=3, . 2' � t e I 13R=41°;2 `� 4224' /PREVIOU� T=23.15' ( �L OT LINE / .., ,, •• '"" CUT v' Ar EvcE OF -- r -- cs=s 52 55`45 E a CONCRETE. PAVEMI rsEr ` 61 553 SO. FT. C1i-39,43' E m A U 113 jam'"'•.. N 04'45'37" W } — —5B' B.L. BLACK 3 s24A��3 s��a, m 2p e0� C¢2���� CAB. R, PG. 473 12.5'— t��Tp 58A7' _ i - -t j P.R.D.C.T. .. - � } '' $4'3$ a8` W -2 ..:7 :. ass o7` _ p-F—V us r o �s� p�� � '� ......... . LTNE t B�`i3 GI 1 r 0$`F _ S_8 g-E-` , r,..•5 to remaining portion ) AT EDGE or DAB pG ' ` 18 `35 -` ---t - United •States of America cor✓cater av u�r r sir p RUC 173 —_, r� 7 5' S 28.41-03" E, 126� 'TRACT No. B-134A" N1 23.56 ; �� Judgment on Declaration EMERALD BAY �' �' INOFnyi2© of Taking Number 3 CAB. R, PG. 173 - t.'5 ��p % e tV P.R.D.C.T. filed 6/25/52 �3, 574 �rVo •. }" �; ! 6 \ 11wpr'•.�-APPROXIMATE LIMIT OF ( BLacK 3 �- a - � ��-�.per^. ` 100-YEAR FLOOD ZONE PER :E:c 58' H.L. O F.E.M.A. L.O.M.R. (TYPICAL) EMERALD BAY ^ " CAB. R, PG. 173 c<, T6, �. (SEE NOTE 3 ) ttt CAB. R, PG. 173 �, P.R.0.C.T. P.R. D.C.T. • - 5 tt A 7B'34'36'4 y} VIM S GRAPHIC SCALE I-= 60' 0 60 120 180 PROJECT LOCATION FA(FRA.W BAY AnvrTION x r 2 FLOWER MOUND ROAD — >i 1 +vvYy LARK A 1;� GRAPEVINE RESERVOIR , HARBO �� VIEW "..) j N.T.S. WICHITA TRAIL ABBREVIATION LEGEND U.E. { UTILITY EASEMENT Of DRAINAGE EASEWNT D. & UF. i DRAINAGE` & UTILITY EASEWCNT. B.L. BUILDING LINE S.U.D.C. & ME. STREET: UTILITY, DRAINAGE, CONSTRUCTION & MAINTENANCE EASEWNT VE. VISIBILITY EAS04M NOTE: ALL PERIMETER BOUNDARY CORNERS FOR THE SUBJECT TRACT SHOWN HEREON ARE 1/2" IRON RODS WITH A YELLOW PLASTIC CAP STAMPED "GOODWIN & MARSHALL" SET PREVIOUSLY UNLESS NOTED OTHERWISE. SEE SHEET 2__ OF 2 FOR ADDITIONAL OTES N __- �PTE,OF,. g. (yISTge_.;ry� O: go. go S* FtAHE 5259}.. _� ; SURV � C CU - - - L 9.26'ry p,,54 CUT ' v' AT EDGE OF t THE PURPOSE OF THIS AMENDED PLAT � 0 ' T= 4.32` t CONCRETEPAVEMENTSET IS TO RECONFIGURE LOT 11R, LOT 13R AND LOT 15R, BLOCK 3. _C _55'54' V' W _ _ _ PRINCE EDWARD r CH=63. COURT NIXED RECORD PLAT A RECORD FLAT OF SHEEf l OF 2\ ............. . 1 EMERALD BAY LOTS 11R, ���t`!1J 15R, BUCK 3, " I C 3 r P A8. R, PG. 17 / \ R.D.C.T. t EMERALD BAY, �{ AN ADDITION TO THE TOWN OF FLOWERMOUND, DENTON COUNTY, TEXAS, r� �,�j� p� { \ , �Y iTiA�M � ELL, COUNTY CLERK C-101160091�®7 BEING AN AMENDMENT OF LOTS 11, 13 AND 15, BLOCK3, on Nov 07 2000 PREPARED BAY - — At 10 4I 'J 2go-.j LI lS RMFtRALD BAY, AN ADDITION TO THE TOWN OF FLOWER MOUND, am Receipt #; �Dd 1EiI TIEILQ CIE �Y< � %� ;= �� p �j�� G� l�j 2 DENTON COUNTY, TOW, ACCORDING TO THE TTIE PLAT RECORDED IN Recording: �4 0104 — �� ARSH L � 22� �g� W �� CABINET R, PAGE 173, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS Doa7Pigat s �,a MOUND EMERALD BAY, LTD. (� p BEING 4,197 ACRES "SITI:JATffii'IN THE Doc/Num 20cia, 07Bti Deputy -Felicia 2612 Long Prairie Road, Suite B CIVIL ENGINEERS — PLANNERS — SURVEYORS �j�Q2281� A P. LLOYD SURVEY, ABSTRACT NO. 746 Hower Mound, TX 75022 (972)639-0774 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 61 L IN TES fax (972) 539-8665 Metro (817) 429-4373 TOWN OF FLOWER ' MOUND, DENTON COUNTY, TEXAS Contact: Mr, Kenneth D, Prater fax (817) 446-311 b 3 RESiDENTLkL TOTS Contact: Mr. Matt Uoodwln, P.E. AUGUST, 2000 OWNERS CERTIFICATE STATE OF TEXAS: COUNTY OF DENTON: WHEREAS, MOUND EMERALD BAY, LTD., acting by and through the undersigned, its duly authorized agent, is the sole owner of a tract of land situated in the A.P. Lloyd Survey, Abstract No. 746 in the Town of Flower Mound, Denton County, Texas being all Lots 11, 13 and 15, Block 3 of Emerald Bay, an addition to the Town of Flower Mound, Denton County, Texas according to the plat thereof recorded in Cabinet R, Page 173 of the Plat Records of Denton County, Texas, said lots being a portion of that certain tract of land described in a Special Warranty Deed to Mound Emerald Bay, Ltd. recorded in County Clerk's File No. 99-ROO24820 of the Real Property Records of Denton County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a cut "V" at the east edge of concrete pavement set in the line common to an easterly Right -of -Way (R.O.W.) line of Beachview Drive (a 24 foot R.O.W. according to said plat of Emerald Bay) and a westerly line of said Block 3 of Emerald Bay, same being the common southwest corner of said Lot 13 and the northwest corner of Lot 14 of said Block 3 of Emerald Bay; THENCE North 01 degrees 45 minutes 37 seconds West, along the line common to an easterly R.O.W. line of said Beachview Drive and a westerly line of said Block 3, a distance of 58.47 feet to a cut "V" at the east edge of concrete pavement set at the point of curvature of a circular curve to the right, having a radius of 598.27 feet; THENCE northeasterly, along the line common to an easterly R.O.W. line of said Beachview Drive, a westerly line of said Block 3 and said circular curve to the right, through a central angle of 08 degrees 49 minutes 38 seconds, an arc length of 92.17 feet and having a chord that bears North 02 degrees 39 minutes 12 seconds East, 92.08 feet .to a cut "X" in concrete pavement set 0.1 foot west of the east edge of said concrete pavement at the southwest corner of Lot 12 of said Block 3 of Emerald Bay: THENCE South 84 degrees 38 minutes 58 seconds East, departing the line common to an easterly R.O.W. line of said Beachview Drive and a westerly line of said Block 3, departing the previous circular curve to the right non -tangent, along the southerly line of said Lot 12, a distance of 237.89 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "Goodwin & Marshall" previously set (hereafter referred to as 1/2 inch capped rod) at the southeast corner of said Lot 12; THENCE North 05 degrees 21 minutes 02 seconds East, along the easterly line of said Lot 12, a distance of 214.46 feet to a cut "X" in concrete pavement set 4.9 feet north of the south edge of said concrete pavement in the line common to the southerly R.O.W. line of Peaceful Cove (a 24 foot R.O.W. at this point according to said plat of Emerald Bay) and the northerly line of said Block 3 at the northeast corner of said Lot 12, same being the point of curvature of a non -tangent circular curve to the left having a radius point that bears North 81 degrees 41 minutes 29 seconds East, 50.50 feet; THENCE southeasterly, along the line common to the southerly R.O.W. line of said Peaceful Cove, a northerly line of said Block 3 and said non -tangent circular curve to the left, through a central angle of 133 degrees 00 minutes 34 seconds, an arc length of 117.23 feet and having a chord that bears South 74 degrees 48 minutes 46 seconds East, 92.63 feet to a 112 inch capped rod at the most westerly southwest corner of Lot 10 of said Block 3 of Emerald Bay; THENCE South 51 degrees 19 minutes 05 seconds East, departing the line common to the southerly R.O.W. line of said Peaceful Cove and a northerly line of said Block 3, departing the previous circular curve to the left radially, along the southwesterly line of said Lot 10, a distance of 361.51 feet to a 112 inch capped rod at the most southerly southwest corner of said Lot 10; THENCE South 84 degrees 38 minutes 58 seconds East, along a southerly line of said Lot 10, a distance of 140.15 feet to a 1/2 inch capped rod at the most southerly southeast corner of said Lot 10, same lying in the line common to a southerly line of said Block 3 and a northerly line of a remaining portion of "TRACT NO, B-134A" as described in a Judgment on Declaration of Taking Number 3 filed June 25, 1952 in condemnation proceedings (Civil No. 611) in the District Court of the United States for the Eastern District of Texas, Sherman Division to the United States of America; THENCE South 69 degrees 32 minutes 24 seconds West, along the line common to a southerly line of said Block 3 and a northerly line of said United States of America TRACT NO. 8-134A remainder, a distance of 397.36 feet to a United States Army Corps of Engineers concrete monument with brass disk found stamped "MON B-120'; THENCE South 29 degrees 24 minutes 09 seconds East, along the line common to an easterly line of said Block 3 and a westerly line of said United States of America TRACT NO. B-134A remainder, a distance of 137.60 feet to a 112 inch capped rod at the most northerly corner of Lot 16 of said Block 3 of Emerald Bay; THENCE South 73 degrees 22 minutes 57 seconds West, departing the line common to an easterly line of said Block 3 and a westerly line of said United States of America TRACT NO. B- 134A remainder, along the northerly line of said Lot 16, a distance of 231.92 feet to a cut "V" at the east edge of concrete pavement set in the line common to the easterly R.O.W. line of Prince Edward Court (a cul-de-sac at this point according to said plat of Emerald Bay) and a westerly line of said Block 3 at the northwest corner of said Lot 16, same being the point of curvature of a non -tangent circular curve to the left having a radius point that bears South 73 degrees 22 minutes 57 seconds West, 50.50 feet; THENCE northwesterly, along the line common to the easterly and northerly R.Q.W. line of said Prince Edward Court, a westerly and southerly line of said Block 3 and said non -tangent circular curve to the left, through a central angle of 78 degrees 34 minutes 36 seconds, an arc length of 69.26 feet and having a chord that bears North 55 degrees 54 minutes 21 seconds West, 63.96 feet to a 1/2 inch capped rod at the most easterly southeast corner of the aforementioned Lot 14: THENCE North 05 degrees 10 minutes 01 seconds East, departing the line common to the northerly R.O.W. line of said Prince Edward Court and a southerly line of said Block 3, departing the previous circular curve to the left non -tangent, along the easterly line of said Lot 14, a distance of 192.07 feet to a 1/2 inch capped rod at the northeast corner of said Lot 14; THENCE North 84 degrees 38 minutes 58 seconds West, along the northerly line of said Lot 14, a distance of 208.72 feet to the POINT OF BEGINNING, delineating and encompassing within these metes recited 182.808 square feet or 4.197 acres of land, more or less. ) r � MOUND EMERALD BAY, LTD. 2612 Long Prairie Road, Suite B Flower Mound, TX 75022 (972)539-0774 fox (972) 539-8665 Contact: Mr. Kenneth D. Prater NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, MOUND EMERALD BAY, LTD., acting herein by and through its duly authorized officer, does hereby adopt this plat designated herein as LOTS MR, 13R AND 15R, BLOCK 3, EMERALD BAY, an addition to the Town of Flower Mound, Denton County, Texas. The easements shown hereon are hereby reserved for the purposes as indicated. All streets, alleys and rights -of - way are hereby dedicated in fee simple to the Town of Flower Mound for municipal purposes. The utility and fire lane easements (streets, alleys, and common areas) shall be open to the public, fire and police units, garbage and rubbish collection agencies and all public and private utilities for each particular use. No buildings, trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the utility easements as shown. Said utility easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences. trees, shrubs or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the utility easements and all public utilities shall at all times have the full right of ingress and egress to and from and upon said utility easements for the purpose of construction, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity of procuring the permission of anyone. Any public utility shall have the right of ingress and egress to private property for the purposes of reading meters and any maintenance and service required or ordinarily performed by that utility. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Flower C. Kathryn Perry, VicefPresident (/ MOUND EMERALD BAY, LTD., a Texas limited partnership By: Mound Emerald Capital, Inc., a Texas corporation, its General Partner STATE OF TEXAS: COUNTY OF QrM P40AJ BEFORE ME, the undersigned authority, on this day personally appeared L. Kathryn Perry, Vice President of Mound Emerald Capital, Inc., a Texas corporation, General Partner of MOUND EMERALD BAY, LTD., a Texas limited partnership, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purpose and consideration therein expressed, in the capacity therein stated, and as the act and deed of said partnership. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the-8---day of Doi roam! . 2000. Notary Pub is in and for the State o Texas NOTARY PUBIS sum 01Tint My Commission Expires: 0 Q CORM,Exp. SURVEYOR'S CERTIFICATE This is to certify that I, Tom Flaherty, a Registered Professional Land Surveyor of the State of Texas, have platted the above subdivision from an actual on -the -ground survey, and that all lot corners, angle points, and points of the curve shall be properly marked on the ground and that this plat correctly represents that survey made by me or under my direction and supervision. A _LT.LJ!l.J NOTES: Tom Flaherty �01) 1) THE REFERENCE BEARINGS FOR DIRECTIONAL CONTROL USED HEREON ARE Registered Professional Land Surveyor No. 5259 �� OF THOSE CITED ON THE PLAT OF EMERALD BAY RECORDED IN CABINET R, PAGE Goodwin & Marshall, Inc. CP,..•••••.. 173 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 6001 Bridge Street, Suite 100 Fort Worth, Texas 76112- S1r 2) THE BOUNDARY CORNERS SHOWN HEREON AS "MON. ..." ARE UNITED STATES metro (817) 429-4373 """""f" ARMY CORPS OF ENGINEERS CONCRETE MONUMENTS WITH BRASS DISK FOUND TOM TOWN OF FLOWER MOUND TDWN MANAnFR PREPARED B Y.- OQD SHALL CIVIL ENGINEERS -- PLANNERS — SURVEYORS 6001 Bridge Street, Suite 100, Fort Worth Texas76112 Metro (817) 429-4373 fax (817) 446-3116 Contact: Mr. Matt Codw{n, P.E. .��RTM ••• STAMPED AS SHOWN. .S 5259 ? ';ess�o;;°%'OP 3) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.) 8 y LETTER OF MAP REVISION (L.O.M.R.), WITH AN EFFECTIVE DATE OF JANUARY 10, 2000 THE SUBJECT TRACT SHOWN HEREON APPEARS TO LIE IN DESIGNATED "ZONE A" AND "ZONE X". THE F.E.M.A. FLOOD INSURANCE .RATE MAP (COMMUNITY No. 480777 0540 E, MAP No. 48121CO540 E, WITH AN EFFECTIVE DATE OF APRIL 2, 1997) DEFINES "ZONE A" AS "SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD, NO BASE FLOOD ELEVATIONS DETERMINED". "ZONE X" TS DEFINED ON SAID MAP AS "OTHER AREAS, AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOOPLAIN". THE APPROXIMATE LIMITS OF SAID ZONES AS DEPICTED HEREON ARE BASED ON A FLOOD STUDY PERFORMED BY GOODWIN & MARSHALL, INC. IN CONNECTION WITH SAID L.O.M.R.. THE SURVEYOR HAS NOT LOCATED THE FLOOD ZONE LIMIT ON THE GROUND. 4) ALL INTERIOR LOT CORNERS ARE 1/2" IRON RODS SET WITH A YELLOW PLASTIC CAP STAMPED "GOODWIN & MARSHALL". THE PURPOSE OF THIS AMENDED PLAT IS 1'D RECONFIGURE LOT AIR. LOT 13R AND LOT 15R, BLOCK 3. 101 RECORD PLAT OF OF COUNTY CL On LI 1 ! ! ! • i i` • ` ! ' i • �I• i ! ' 0 07 00 ,. !•!•! 6_041-A Recording: ►, Doc/m•6. po epu 1 1' TOWN OF FLOWER MC 3 R1 i DENTON • IENTL4L LOTS 2000 IN a � it PC, I z Im W S GRAPHIC SCALE 1`_100' 0 too 200 300 o FLOWER MOUND tr-- ROAD -- PROJECT LOCATION LARK 47}y i V W _.. Y. N 0. 1 30x 30' �'fl 5.00' 10.9 r N �8 I � L=4.06 1 DETAIL 1 X.T.S. 1 3o OO�p /E,' - r ',O �-30' x ' a E. J F500'5a.os1 v t ABBREVIATION LEGEND UE, Ufb1TY EAS9fNT Of, mono¢ E< 0. b LIE, W.= & UTI M EASEMENT 81 SWING LINE sobs b NE. SITEET, LRAITY. DPAIIY�, CtY IMIaf s K/MIENOM EASD@!T E, SF RUESIRUX s FOOESTRION ACCESS El100" vE. YISIBR.Ttt EASL/ENK 5 w Q 0 L-85. 99'- La ---- f. ar - L-84. 18' t L_ 6. 03' l5.55' S � 15, 52' N 86'42'22' E� DETAIL 2 s ® DENOTES STREET NAME CHANGE, K-W.11.`L0 47Ii.`.i.1TA LIE BEARMMi DISTANCE LI N64.19'42' W 113.33' L2 $48.51'26' W 184.51' L3 N76.38'30' W 67.41' L4 N75'.0998'W 98,44' L5 $24 12'52 E 166.38' L6 N75.11'25 E 136,53, L7 _ S17 53'35- E -_ 233.17' LINE BEARING DISTANCE L8 NOI.50'42'W 55.94' L9 N28.21'28'W 23.55, LIO SOI.50'42'E 11.78, LII S69•16'36'W 1434' L12 N24.56.'55'E 44.43' L13 S81.221311£ 2L55' L14 S19.19'55'E 29,32' LI5 S83.59'53'E 165.1a' Lib N86.42'22'E 34.31' N.T,B. THE SUBJECT TRACT, 13UTHE HAS NO KNOWLEDGE OF AN EASEMENT FOR SAID GAS LINE. D BLOCK \ (a remaining portion) 40' UNTED STATES OF AMERICA EASEMENT >n Yy', United States 01 America 'TO INMATE. SUBMERGE. AND OVERFLOW \BLOCK A' �M `" i ' �31 ' ...." ?! `\ <'" t` h 'TRACT No. B-134B' PERMANENTLY, TEMPORARILY, OR INTERMITTENTLY 0 01 7 q WICHITA_ CREEK ESTATES- - - - of WICHITA CREEK PHASE II As MAY BEN£cEssnrsr' PER coMP AwT Fx ED m a Judgment on Declaration Wz Cabinet H, Slide 109 'Cabinet 1, Slide 188 APPARENT APPROXIMATE � of Taking Number 3 (CIVIL 1Y4I�. 1952IN7621 wONDEMNHE ATR�cRROCEEDIOURT NGS c� ,HE P.R,D.C,T { P.R.D,C.T.; LOCa OF20' \ filed 6/25/52 SEE DETAIL 2 UNITED STATES FOR THE EASTERN DISTRICT OF W 1 j TOWN OF FLOWRR N�LP$), TEXAS '� --TEXAS, SHERMAN DIVISION 4( �� I 1 I 1 �' " f t-- EASEMENT FOR 5W TERPAGEi4OR LDS LOT 24X Y -r/2' I.R.F. Rml E E SEE DETAILS ITW i D.R.O.0 T. 4W6 S0. FT. 4.r1' SOU'rN rig' I.R.S. mow" 5ois so Fr. U �! _ _ OF-Lry�' wiP[.asrtc car; -A y; MALTSBERGER SURVEY �JABSTRACTNo. 934 P'dQ�'X3Q'WICHiTA TRAtIi P Y.F' N88*09418" E 145d.69'-_ 6� __ Cs N 746 (width ud,fermiewdiE �• -^- ti P Lasa,37 ` - ._ ABSTRAYD SURVEY b'$9. OICAT ION I-f5.00' - - 15 00' 30,00'' a.0 N �_ _- - - - R.O,,i DEDICATION 38.4 15.00 1 I .,. -- ---'^ - - _ - -- = _ _ _ ___ _ -_ - - e T _. ----- ' Eel, so 112. 77_7F 15$- ��,3 69'SS.00' _ 1 f.50' _ --. _____ f5'U.F. ~~ 37 69.4_ I 6/.TIMo f f_. 1 _ �•?-f -a-6 -� i E r�f a415'. p' -�� 1 LOT 25X o1 f5 U.E. I 45.64'10,23' C{S FXTJ.20' TOWA ERWN OF FLINE EA OWER EMENT Fv=mMOUND. TEXAS 'P-K' WE PTol Patsy R. Smith called 99.171 acre tract C,C.F. No. 97-R0001649 R.P.R.D.C.T. '1 t E_240.00 _ d lti� 25 1� 24 0 i' i ` ,.,j 44622 SU. FT i 47553 SO. FT, - j{ ( 1{Ni ui J of ---•�B B.{ tom•. t A3560 SQ. ft m t Y10 5.5S077.00aCpp&N E131 1 ��____.,.�„.._.._J♦ •/ J _240,001. +N_@9 •f2-�ao• E ' --1'0Q^ -' �ii s.L o.G.6M. wit �__ i i _ •y EWE. L \r .9,7a• 'UE. LO716X nY ,+__ lei 1 1416�SO.FT. Si 1 . fin 15.00' t-__ OT-26)E--�.�y VOLUME 532, PAGE 72 YN 5077 SO FT 'Si - '4 4645 SO ($ D. R. D. C. T. kt; a'1 2i�J13 iJ�� 4 511! I1 43560 so. FT. 43974 SQ. FT. wPPP"'1 F` 43561 S0. FT. 1435b0 SO.FT uPi 43560 SO. FT. }�� u� + 44666 SO, FT \0 . ,� 10 497f6 S0. FT. d'N 58'8.4. ,a` NCE ., ` - "^wn 25' x 25' 1 I 15 `SY ?6' x 25• i"fgq' t`n' Y.E,.S•..�it- SB SOU 0 C &K,E. i. f44 �$ Ot E I �. 43 afo. ii' & o f51.79 1. ._ dNO.'03:.•T•7T'S'T.+G' _ .. -.^�' 93'a tt) L is j�� N�Aaros T :7a,7 CORAL E3RlYE _ _ I (t�'jQ�')ti4Z•.{;�ca r _ S68 27'-. �_._.17a 00' _. - 17a 00 _175. 00._,.d.„r#T--15 U E 9 �i C CU 15 _..._. ._. ""11 7 5....• "^- 4_7' :3`✓ 'i}; ,FLU'' 5fl'S.0 0 C &N E.'- 1 7 y`-•i 2!i' > 2J' { fJ' O.E. es� ,tea s 25' 1 1 � P 3 ": o t w O\} t 1 N 21 3 l 446986 SR. FT pit 44186 S0. FI'. Pti S Ixl 43750 SG. FT..jP i 43750 $0. FT. fl 43750 S3. FT. N Y4 - 44507 SO. FT ry d , ! It R 2 0 in IN 08-IZI 40• E 240,OD'_ 1 FIT Q% 5 1 � m m 1 N 88 09 18' E �,_,•Salo..qo-._,.=:.i75-AO''----'��"'""'i7ff-e i ( n 26s: f 253 9 1't 15 U E /5f5'23 15'N fax 4 s �.1 � � _; 4y11 a 19 � ! 65. 91' 'b 1 M u{m v 43747 $0. FT.-_,J,...'•1! oN �f! S 85'49'08' u 0l0 1 1rs tiI11� m T 7 � 60160. 50. T. 9134� f � S-BS'04. 43560 SO. FT. m �tlI :a vr� }I� 6 11 f m 5 L42 �"'r4Y«`•_ 4( I 23 45892 S0. FT g L39 x m x1 33142 80, FT P' tiM� _S 87 `00'O6_ E 263, 65'I � 1ti�q 45337 SO. FT a L aAf 16 $0. T. AY Of// 43724 5O. FT./ // a //' ! 25' x 25' a',/M%{ 1// N f@`18'S8' E ( v/! 73 v.E �_.ti},._ ,.,.,1 �7'M4• 7�� / b0r - 702 63 / '.o�.- I CII_ x b,iT,ti+'a7*'£'s 5"'i'C 25'Q. F.,�������^yyy8q `•$"."+..-... ._ ,sf.5g• a-�•..,3�� �£ -t45 25 x 25, ya ,� COVE 'u Y.E. `+�+>C 12 "k 5, Sr!`' 85666 SO. P �mI �11r m vA ',° .: $'17' 8 / /.° j (47930 S8. FT. L.'a.. 90 Ist III- Qom 2 Ell 43654 S0. FT, /f l u> 11j 7B. S.'. \ 1} F t 43560 SD. FT. 460?,?+ 50� T_ �`7S I4089�aa jd _ iJ '�� 21 22�07_E' 248.0 L';--,.-2U,.. t _ 44689 SO. FT. vl 449f7 S0. F7. m;J _ 124' >,8 (( (�N 68'12'40' E 240.00 -,�f 1 SO. FT, u! t , \� 1-_ i lii 1 '{ of b1 j� zI 19. 39 o T - '° � t 15',,, £. lu`"1`3" 7 5 117.55' x 9 1 z��� 1 } , r A 7 o �'t -46O-DD _ 1bo-oa=_--_ -HeL :,r,'e7 _ 1 4afa5 so, FT. I ,. @ """., S9' s� 9r so•,z„FT 43560 S0. FT. s - it N 6a Y2'# E E1a.00 1._ i2(i 34 �1 o aNR I,pe' l 0315, e 1 y V b J ��2. =�O a4 Y S'- � (' � m S @2 `50'O7 5 t (� 208-72=-- =N� �°„ a 2ss.s5' _ _m 1{ (�w -_-._ _ 69 88.122 40" E 240.0 m I �ia," O -`-tP54k i9 w 181� T3�,*.E.- �.-_LI-S t�Im 435115 SO, FT.r- 41358 SO, FT. ,y ,. 15 �, �AfGMI. 8-Y20 '""". �FifyF,' ��r!to i.�v.10 14 58'&L. 30 A3596 SO. PT. §�,44 7 Sa.. FT� ti 0 APPROXIMATE LIMIT OF 100-YEAR FLOOD ZONE PER F.E.M.A. L.O.M.R. (TYPICAL I '(a remaining portion I United Sfoies of America ' TRACT No. 8-134A' Judgment on Declaration of Taking Number 3 t8 filed 6/25/52 '--APPROXMATE OMIT OF 100-YEAR FLOOD ZONE (TYPICAL I (SEE NOTE 7 ) (NOW SUPERSEDED BY A F,E.M.A. L.O.M,R. EFFECTIVE 01/10/00 ) LINE I BEARM I DISTANCE L17 I S74.35'27'E 221.47' Lis NO2.46'34'E f74, 12' LI9 S02.46'34'W 179.73' L20 S74.35'27'E 179.09' L21 $27.13'24'E 51,87' L22 S07 31'24'E. 71.82' L23 S12 16 47' W 49.05' L24 NI2 16'47'E 66.30' L25 N07.31 24' W 61,37' L26 N27 13 24' W 46.66' L27 I N74 35'27'W 42s IREL28 S8438'58'E 339.93' L29 521.121321E 41.24' L30 $28'41'03'E 103,24' L31 N28.41'03'W 101.26' L32 N21.12'32'W 42.87' L33 N84'38'58'W 340.68' L34 S85.01'54'E 24SA5' L35 _N59.03'20'E 53.40' L36 S83.32'14'E 54.44' L37 I N83.32'i4' W 71.46' Lul S591031201W 53.40' L39 N85.01'54' W 0.08, L40 S21'40'16'W 176,70' L41 N21'40'16'E 169.19, L42 N85'01'54'W 215,05I L43 S86.01'10'E 84.92' L44 S75.49'42'E 67.55, L45 S02.50'07'E 185.59, L46 N82'50'07'W 250.82, L47 N66.OVO'W 79,97' L48 NOI'50'42'W 233.48' L49 N50•I8'IO'E 59.51, L50 S50. le 110, W 71.48' L51 S01.50'42'E 226.14' L52 N7T29'56'E 80.31' L53 N89'F7'31'E 47.17' L54 S72 2427'E 21.08' L55 S24 20 07. W 46,01' L56 S42 19 32 E 46 95' L57 N42 19. 32 W 67 23 Lye N24 20 07. £ 46.01' L59 N72 24 27 W 21 08, L60 S89 17 31 W 44 59' L61 S77'29'58'W 90A5' L62 S47 01'06'E 72.61' L63 S25 55 04'E 39.15., L64 S02 07 57'W 30.871 L65 S85 49'IG.'W 25.31, L66 SMi 48 56 W 27 61, L67 N14 * 48 56 E 21 27.' L66 N46 52 09 W tl 79, L69 N57 04.20 W 14 46' L70 N66.10'47'W - 12.96, L71 S65.04'13'W 2,23' L72 S46 31'52'W 38.58, L73 S41-E'43' W 40.31' L74 N76 24'13'W 17.49' 1.75 . S77 53'47' W 17 78' L76 S33 16'12' W 2472'. L77 -S43 06 42'W 39 71. L78 S53 26 38'W 7 65' L79 S80 19 48' W 10 42' LED N80.19'48'E 19.86, LEII :N53 26 381E 15.68, L82 N43 06'42'£ 44. 12' L83 N33 16't2'E 16.61, 1_84 .N77 53 47'E L82' L85 576.24'i3'E 2T.95' CURVE I DELTA I RADW LENGTH I TANGENT 000 BEARING3 04M CI 26.301", 250100' 115.68, 58.90' 815.06'05'E 114,65' C2 26.30'46' 250.00' 115.68, 58.90, $15'06'05'E 114.65' C3 29.43'27' 388.00 2OL29' 102.96' S19•07'39'W 199.04' C4 03.18'57' 610.27 35.32, 17.66' N32'19'64'E 35.31, C5 32'26'03' 610,27 345:46' 177.50' N14.27'24'.E 340.07'. C6 20'50'18'.. 250,00 910.92' 45.97' N74.08 35'W 90.42' C7 00.10'44' 766.00 112 49' 56.34' NO2•f9'45'E 112.39' CB 09'0041' 788.00 123.94' 62.10' NIO'55'27'E 123.81, C9 63 50'35' 250.00 278 57' 155 74' $56.52 P2'W 264,38' 10 06.33'59' 800.00 SIL6e, 45.69' NO51201291E 91 L 03'S0'''26.87, NOO-08'05'E 5Is 12 07.50'49' 600.00 68.48' 34,29, S87'55'i8'E 68.42' 13 hi. 09.n'45' 500,00' 61.12' ' 40.65' S88'38'46'E 01,03• 14 09.31'07' 488.00' 61,07' 40.63' 1N20'il'21'E 80.9815 14.04'ii' 250.00' 61,39' 30,85' S15.39'35'W 6 14'04'11' 250.an, 61.39' 30.85' SIS'39'34'W 61:24' LOT CURVE DATA WAVE I DELTA I RADAIS I LENGTH I TANGENT I CHORD BEARING ICHORD C17 89.56'38' 1 20.00' 31.40' 19.98' S43'KY59'W 28.27' Cfa 96'06138' 2"011 33.5511 22.26' N43.47'23'W - 29 75' CURVE DELTA RAD0.),S LENGTH. TANGENT .CI{ORD.BEARING CHORD.' C19 47'22'03' 55.00' ".45.47' - 24, 12' . N50'54'25'W 44:19' CZO 47'22'03' 25.00, 20.67, 10.97' ' S50'54'25'E 20.087 C21 63.26,26,. 62.50, 69.20, 38,63, S52.55'45'E '65.72' C22 63.26'26' 37.50, 41.52' 23.18, SU'55'45'E 39,43' C23 35.54'46' 25,00' 15,67' 9:10' - N77'00'43'E '15.41' C24 35'54'46' 55.00 34.47' r7.82' N77'00'43'E >33.91' C25 37.24'26' 37:50 24,48' 12..70' N77.45'33'E 24.05' C26 37.24'26'. . 67.50' 44,07' 22.e5' N77'45'33'E 43.29' C27 96.44'35' 27.50 46:43' 30:94' $24.02110,E 4I.W C28 96.44'35' 2.50 4,22' ` 2.61, N24'02'O'W 3.74' C291 66.39'39' 27.50 31.99' W8 09' NO@'59'42'W 30.22' CZOI 66'39'39'. 2,50 2.91' 1,64' S08'59'42'IE 2,75' C31 18.18'01' 22.50 719' 3.62, N81'33'28'W 7.16' C32 I6'18'0I' 47,50 A 17' 7.65' S81.33'28-E 15.11' Ia t •st t t' f t • I 9:104119•a E u • t L DESTROY,_ REMOVE NOTE SEE THE DEDICATION STATEM94T ON SHEET 3 OF 3 FOR NOTATIONS REGAFOING LOTS .15X AND I6X BLOCK I AND LOTS 24X.-25X AND 26X BLOCK 3.` SEE SHEET 3 OF 3 FOR ADDITIONAL. METES 116ll�XAR1AY/n A V OV9343:.H)DEiV8w1it,YtiiB B8. MOUND EMERALD BAY, LTD. rx 3204 Long Prairie Road, Suite A Flower Mound TX75022 n o uja (972) 539-0774 I_ z - fox (972) 539-866,5 1� Contact: Mr. Ken Proter Joo<i W 0, PREPARED BY: a ;-� GOOD a S A LelLd i 61 IN PROPOSED ASPHALT EDGE W1cH1TWAL BOUNDARY Lit 7= PROPOSED -^� - PROPOSED ASPHALT EDGE 60'ROW G - 20' RADIUS' y: T{ PROPOSED +" ,... EDGE OF PAVEMENT N ` 2 5� 7 24 ,` 24; v o -CRIE(VIEWD A ya �,. CpROSED CONCRETE PAVEMENT I I..� PR QED BLODCK3 BL0OT1 py a+ PROOPPOOSSED m DETAIL 3 N.T.S. _.__.. 4 CIVIL ENGINEERS - PLANNERS ~ SURVEYORS 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 Metro (817) 429-4373 e y fax (817) 446-3116 %) n Contact: Mr. 1Ml'att oodwin, P.E. p il�il..®� PLAT a-A9 5 a 2 OF E NEERAi ._1� BAY BEM 80.212 ACRES SnUATED n' UM A. P. LLOYD SURVEY, ABSTRACT No. 746 IN TM TOWN OF FLOV9R �MOUND, yD�E�N/'yTON COUNTY, TEXAS P. {}lr.Ml1R/lY\11111.,FNiu Dffit,1498 MATCH V v THIS PLAT FILED IN CABINET--- PAGE DATED 1999Filed for Record in- DENTOM COUNTY TX CLERK ' On Jan 18 2000 At 3:03pm Doc/NLIM 00-R0005344 Doc/Type PLA ' Recn'rding: 72.00 Doc/Mgmt : 6.00 Receipt #t: 2356 Deputy - MARY III CaJi k Pj RA/ ABBREVIATION LEGEND uES- uram &&liFNf DENOTES STREET NAME CHANGE. 0E. a,)NVE EA't3Elt( H b uE cPAalu;7 b urnm EM9E1(t BL BJiiDAl6 L]!E SU aE, b Rf.. SiT£LT. lm 9 P alU IAN tom AS3 b MA7NIFJUJtF El'F1tN1 E, b PE. VISIBITUY 6 Ph011 kIESS E.t4}f#1 vE, rlstanm Exa461rr MATCH I OF v r r� 20 > tj 21 22 ,'fir 44689 u, S�I 44669 S0. FT. ` _ 'm�l " �^ 1 N 88'12'40" E 240.00i �1 1 Sa. FT, ' f 44917 SO, FT. w w y4f 3 �, t, ' !_-=- _ --_� _ g 22 - 1 I� r,'4 �{ 11 1 19. 39 o y w �' •-y,\ \ C??4 t 7.5 >t� 9 da I A(O 7 44185 SH. FT. �� ,l 0 15 U.6 I (.--550.-09--- 1f85D� S ]01 3S ^-. _ a a 43560 60, iT `j R' � S 82" � � o�. $84?: "38 7 �� .-'•�Y '. .........e•✓ { I o� �� . 2 6g•3�i N 88'12�40' E 240.0 '- � .. '�' o� ]9 w SB `�� ? � w y,t § 5 u„ 6 1- 6 � 1 f5 2 \•' karoN. B-f20 ' ( _ '3585 80. FT. 44358 SO, FT. l�fo 1 10 14 ro 5 FAa. N \ .. to t n z iN 43596 SO. FT- ` ��4097�SO 'T \� 11 ( 1 o (a remaining portion I 25: zs �bg - ` �1` 43895 S0. FT, ��" �t } United States o America 43560 So, FT. ��� �J'`' _ '' f y \ { ,m1 i3�1 Lse s.l. g �.�` \ r RAC No B-13 A' M.8B161294 ezn. .-.-�i"t-`tI 89aa-43_E u'. -. Judgme t on Declaration 4 1 • _� TOPAZ f / 4. 16' S 82 •SO ` - "+ v 25�'Ea�. u E, �a7� f (� 4] I {, E yi = tP o Taking Number 3 ]6d ss` 7, CST �� o/ e zse 1 e s4Q° c.aH , 6� a 1s } tiled 6/25/52 i {N-88'12. 40. �E--240.0_ 418 So C 6M E. ate, i5' J 5 \•• �• yi it 14_B 15 `•"i"-Y 'w� NT>' T OF 100-YEAAPPROR FLOOD IMATE ZONE PER 43591 S0. FT /'� 25 x 25' �ee P \�� F.E. M. A. L.O.M,R. f7 d.� S tit 1roJ v.E. '�O` ( TYPICAL I j . A3560 S0. FT. �� 16 44547 S0. Fi,1l;, ,n jut r`.r8'8. r,� a-' / _6, G5789 S fT. •.,4: mNI�� 55028S0. Fr. ~,' v Gf `�-„f2 f 28`9, l l�/• �`jl is In t:� Nt I /m 4 435HH S0. FT. { N 88'12"40• E � P (® ,: �4� /t, 12 / ,/°m'.: n°im sve36. Tare-_ $6'oy,'., \ ---740 �0� a L-�!!PP" /1`'l� a535t SO, FT. ci ci �$`'�` 36. Ouc 4' ` / . % « n 09. o/'F, " 1 i i ui i 1 n--S2S,-23_"`/ n s4. !a �/ t:T.044 Li>\88''i2'40:..,E--t99�9P y , -,-I " '' -�3,I./{,',/) =a 7175 SO t 1 10 15'U. E. u,l 'Z n..F. o %I ( IS ',t2 .'7#T ..-�;;,,t d3560'. 50. FT. w m .., i w ni �'9� g(nv'/w on 30f0.f....�. ..-j��,^+3 y, / APPROXIMATE LIMIT OF __....-/ - � m d c n 1ST I m� fr - i .+ f''• 100-YEAR FLOOD ZONE ( TYPICAL) 4 m ~� 1 i �17, Im"'� /h' + / ✓ S'. s t \ \ (SEE NOTE 71 f 4 w I 1 i3 / !.' - ""-�'� 48e-�s t \ 4 (NOW SUPERSEDED BY A F.E.M. A. i `� 15 , 'xf o�otiM y L.O.M.R. EFFECTIVE 0I/10/00 ) q «Sd m( 45876 SO. FT. z• .ba2'�-T 4s46a so. PT. r:, { 1 ' I t 4AP57 SO. FT. w ,? I i ,p j' dot f' 110111 S0 FT. ,y� .'` 6 u f "^.• ^ `,•�,�✓ a I j 60535 SO, FT. p.'', wi 1o1 3't � .__ _._._...._..... 58'B.L i "-ram. ,�p \r// �'47 r° �. J✓/ Z ,q'.: u /��Yr/ tj 25 v ' Y E J LSB; B. CSk.E -"�f _ <`p :20NG X. A _._.,_._, 7 _____�ST' •� % 5!/f J/ ry 57�3 59Td1'29' f76__12`.--. 728'4 S0. FT. Patsy R. Smith 'o.E. / I _ '- -2 s.6o--T'-9ivzs 77- �i called 99,171 acre tract q _ e s.u.a.c,s .e"1` F /�j 1 1 L x m _ za' x zs' a o,'` r G.C.F. No. 97-R0001649 25.44'"s .Z e \A nC i P : R.P.R.D.C.T. 2'a. `80 J- --4151147 L; a -77- cr77� 1 ry � fU 4 y' ryryEtt• i gga�.,.ry m oR 23 . •,�94HF45 , FT, NOTE 3)'r/ f 0_- �. 6 6-C4A-34 FW. N i va .L. .NOTE 4 0 51569 So. FT. fl 22 u, 1 65851 $0, FT. \s" F� C� a rr H-134A-37 FW, 8-134A-32 rna. (a remaining portion ) United States of America ' TRACT No. B-134A' Judgment on Declaration of Toking Number 3 filed 6/25/52 ••"'---- APPROXIMATE LIMIT OF IOO-YEAR FLOOD ZONE Pf F.E.M.A. L.O.M.R. (TYPICAL ) APPROXIMATE LIMIT OF 100-YEAR FLOOD ZONE (TYPICAL) (SEE NOTE 7 ) (NOW SUPERSEDED BY A F.E.M.A, L.O.M.R. EFFECTIVE 01/10/00) MINI. tl"/34A 56 ry o SEE NOTE 4 j 1g. / .,1 APPROXIMATE LIMIT OF N, 59889 SO:\fi. 100 YEAR FLOOD ZONE PER \ •vrr �/ I F.E.M.A. L.O.M.R, (TYPICAL) o.BI',w7xrx a'' C� / i\ MON, 8-134A-31 A.P. LLOYD SURVEY LAC ! I � /4r � ,% . NOB- -8-1 ABSTRACT No. 746 _ J.M. RUIZ SURVEY ABSTRACT No. 1064 S W '49 42" W 471.60 (a remaining portion 1 W/PLASTIC CAP vz" I'n.F. \ ' United States of Americo L1/2' I.R.F. Ar 'TRACT No. B-1356' N 38156,12, E 3.a4') Volume 368, Page 520 APPROXIMATE LIMIT OF---...� ,t t D . R . D . C . 7 . i 100-YEAR FLO D ZONE TE (TYPICAL)(SEE (NOW SUPERSEDED BY A F.E.M,A. L.O.M.R. EFFECTIVE 01/10/001 �; ISO Pats R. Smith �1 Fredrick Lawson Turner y g' C� ' Exhibit B' tract 1 1 Volume 906, Page 723 �. A D,R,D.C.T. 3 rS�R "' .. __. C C.F. No. 97-R0001649 R.P.R.D.C.7. ) 1 OWNIMMEVIMPM BY: MOUND EMERALD BAY, LTD. 3204 Long Prairie Road, SuOe A Rower Mound, TX 75022 (972) 539-0774 fo% (972) S39.8664 Contact: Mr, Ken Prater u'o .i *, V �: _ G00JApt�yt�(V�V��ro1L��L�tl qq� qq 7777 �L'Y11LOe011i7iA Le1Le cs CIVIL ENGINEERS - PLANNERS -- SURVEYORS 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 Metro (817) 429-4373 fox (817) 446-3116 Contoct: IAL Matt Goodwin, P.E. Z M GRAPHIC SCALE 1"-100' 0 100 200 300 LINE SEARNG DISTANCE L17 $74.35'27'E 221.47' 1-18 NO2.46 34' E 174.12' U9 $02.46'34'W 179.73' L20 S74.35'27'E 179,09' L2i S27-13'24'E 51,67, L22 S07'31'24'E 71.02' L23 812' 16'47' W 49 A5' L24 N12')6'47'E 66.30, L25 N07.31'24'W 61.37, L26 N27'13'24'W 46,66' L27 N74-35'27'W 426,20' 1-28 $84'38'68'E 339.93, L29 S21.12'32'E 4K24' L30 S28.41.03'E 103.24' L31 N28'41 03'W 101.26' L32 N21. r2 32 W 42.87' L33 N64 38 56 W 340.66' L34 S85.01 54 E 248.45' L35 N59 03 20 E 53 40' L36 S83 32 14'E 54,44' L37 N83 32'14'.W - 71.48' 1-38 S59 03 20'W 53 40' L39 N85.01'54'.W 8.08, L40 - S21'40'16' W 176.70' L41 1,121.40'16-E 169.19, L42 N85•0I'54-W 215,05, L43 S86'01'10'E --.84.92' L44 375'49'42•E .67,55' L45 582.50'07'E 185.59, L46 N82.50 07'W 250,82, L47 -N86.OVFO'W 79.97' L48 NOI.50 42'W -233`.40' L49 N50' 18'10' E 59..61-' L50 S50'1810'W 71.48' 1-51 S01.50'42`E 226.14' L52 N77.29 58'E 88.31, L53 N89.17'31'E 47.17' L54 S72.24'27'E 21 08` L55 $24.20 07'W 46.01` L56 S42.19'32'E A6 95' L57 N42 L9 32 W 67 23' L58 N24 20 07' E 46 01' L59 N722427'W 21.08, L60 S89 17 31 W 44 59' L61 S77.29 58'W 90.45' L62 'S47.01'06'E 72.61' L63 S25.55'04'E 39.15, L64 $02-07'57`W L65 S85'49'16'W %87' 25.31, L66 S14'46'56'W 27.61, L67 N14.48'86E 2L27' L68 N46.52'09' W 11.79' L69 N57'04'20'W 14.46' L70 N66.10'47'W 12.96' L71 S65.04'13' W 2.23, L72 S46`31'52'W 38.58, 1-73 S41.10'43- W 40.31' L74 N76'24'13'W 17.49' L75 S77.53'47' W 17.76' L76 S33-16'12'W 24,72' 1.77 S43*06'42'Wi 39,71, L78 S53'26'38'W 7.65' L79 -S80'19'48'W 10.42' L80 N60.19'46' E 19.86' Let N53-26'36'E 15.88, L82 N43.06'42'E 44.12' Lea N33•16.12'E 16,61' L84 N77.53'47E 1,82' 1AN $76.24'13'E 27.95, >RV L OR. o � g FLOWERROAAW1Fm F PROJECT s LOCATION -+, WOOTA TRAL R HOE -A -WAY t-.., WADOW LAR, v V GR(1PEVY:E ' VfEW iON� / p '',. j'RESERVOtli x CURVE DELTA RADIUS LENGTH I TANGENT CHMSEARM I CWW CI 26'30'46' 250.00' lib 66' 50,90, S150605 E 114.65' C2 26-30'46' 250.00' 115 66, 50.90, S15 06'05 E 1141.651 C3 29.43'27 368 00' 201 29, 102 96' $19 07 39 W 199 04' 04 03'18'57 610.27' 35 32. 17.66' N32 19 54 E 35:31' CS 32.26'03. 610;27' 345.46' 177.80' NW'27'24'E 340.87' C6 20.50'18 250.00' 90,92' 45.97' N74t08'35'W 90.42' C7 08.10'44 788.00' 112.49' 56,34' NO2'19'45'E 112.39' C8 09'00'41 788 00' 123.94' 62.10, NIO•.55'27'E L23.61' C9 63 50'35 25000' 278 57' 155 74' $56 52'12 W 264,38' CIO 06 33,59 $00.00, 91.68' 45,69' N05*20'29 E 91.63' CII 03.50'50 800 00' 53 72' 26 87, NOO 06'05 E 53.71' Cr2 07 50'49 ` 500.00' 68 48.' 34 29' $87'55 t0 E 68.42' C13 09.17'45 500.00' 6IJ2' 40.65, S88'38'46-E SL03' C14 09'31'07' 488.00' 81.07' 40.63' N20.1121'£ eo.98'. cot 14.04*11' 250.00' -61.39, 30.85' $15139'35'W 6L24' C16 14.04'II' ' 250,00' 61.39, 30;65' $f5.39'34'W 61.24, CURVE DELTA I RADRS I LENGTH I TANGENT I qM BEARING CHIN C17 89'S6'38' I 20.00' 31,40' 19.98' S43 O 59'W 28.27' C18 96.06'38' 20(00' 33.55' 22.26' N43.47'23'W 29 t75' NAVE DATA CURVE I DELTA I RADIUS:' LENGTH TANGENT CIM BEARM 04M C19 47-22'03' 55.00' 45.47' 24.12' N50.54'25' W 44.19'. C20 47.22'03 25,00, 20.67, 10.97' S50'.54'25'E 20.08' C21 63 26,26, 62.50, 69.20, 38,63, S52'55'48-E 65.72, C22 63 26,26, 37.50, 41.82'.- 2338' S52'55'45E 39,43'. C23 35.54'46• 25.00, 15.671. 8.10, .N777'00'43`E -15.41' 'C24 $5 54-46 55 00, 34 47' 17 82' N77 00'43 E 33.91, C25 3724,26 37 50'. 24 48- 12 70, N77.45.33 E 24.05' C26 37 24 26' 67 50' 44 07' 22 85' N77.45 33 E 43`29' C27 96 4435 27 50' 46.43' 30.94' $24 02'10 E 41J1' C28 1 96'4435' 2 .50' 4.22' 2 .81' N24.02'10'W 7 ' 3. 4 C29 66.39'39 27."'l 31.99' 18.09, N08`59142'W 30 22' C30 6fi•39'39 2.50' 2.91' 1.64' 306'b9'42'E 2:75' C31 18•.18101 22.50'. 7.19' 3.62, N8i 33'26'W 7. te' C32 IB'IB'OI' 47.50' l5:17' 7.65' S81.33'28'E I Is It, BOtNQDAIN LIM DATA CENiERLM LM DATA U E BEARING DISTANCE LI N64 19,42'W : 113,33' L2 S48.51'26`W 184.51' L3 N76'38'30'W 67.41' L4 N75'09'18- W 98.44' L5 S24`12'52E 166.38, L6 N75.11'25'E 136.53, L7 S17.53'35'£ 233,17' LINE BEARING 0STANCE L8 NOi $0'42'W $5.94' L9 > N28 21'28':W 23.55' LIO SOI 50'42'E 11,78, L0 .S6918'36'W '14.34' L12 N24.56'55'E 44.43' LI3 S81.221VE 21.55, L14 S19't9'55'E ' 29.32, Lis $83'59'53'E 185.18' L16 N86'42'224E ' 34.31' 'v - S£CNEN TREE �. _.&9TF SEE SHEET 3OF 3 FOR ADDITIONAL NOTES UOZ- f OF Flff.RAID m « •' •v• s :1r 1 '1: A. P. LLoYD suRvLzy, Ammer No. 746 t 1• TOWN O.FLOWER MOUND, DENT!DENTON COUNTY,TEXAS 62RESMENTLALLO" r• E 1: •F• DENT ti,COUNTY THIS PLAT FILED IN CABINET-- PAGE-DATEO -MITCH LL, C ®1•= At 3:03pm Doc/Num : 00-ROB05344 Doc/T Recoin rdg: .00 Doc/Ngmt 72 6.00 Receippt tt: Deputy 2356 - MARY Cot fL 5 (>)r OWNERS _CERTIFICATE STATE OF TEXAS COUNTY OF DENTON WHEREAS MOUND EMERALD SAY, LTD„ acting BY and through the Undersigned, its duly authorized agent, is the sole owner of a tract of ]and situated in the A.P. Lloyd Survey. Abstract No. 746 in the Town of Flower Mound Denton Canty, Texas and being all of that certain tract of land described in a Special Warranty Deed to Mound Emerald Bay. Ltd. recorded in County Clerk's File Nn. 99--RD024820 of the Real Property Records of Denton County, Texas (RPR.D.C.T.), and being more particularly described by metes and bcunds as follows: BEGINNING at a 'P-K" nail found within Wichita Trail as traveled (width undetermined) at the common northwest caner of said Mtorxd Emerald Bay. Ltd. tract and the northeast corner of that certain called 99A71 acre tract of I" described in Exhibit 'C" of an Estate Distribution Deed to Patsy R. Smith recorded in County Clerk's File No. 97-R0001649• RPAD.C.T, said point being called in the north line of said A.P. Lloyd Survey and also being called a distance of 246925 feet from the northeast corner` thereof, from which a 'P-K" nail foul at the common no Ulwest corner of said Patsy R. Smith called 99.171 acre tract and the original northeast corner of The Landing, an addition to the Town of Flower Mond Denton County, Texas according to the plat thereof recorded in Cabinet L. Slide 3 of the Plat Records of Denton Canty. Texas (PRD.C.TJ bears South 88 degrees 09 minutes 18 Seconds West. a distance of 1658.03 feet THENCE North 88 degrees 09 minutes 18 seconds East, along the northerly line of said Mandl Emerald Bay, Ltd. tract. the called north line of said AP. Lloyd Survey and within said Wichita Trail as traveled at an approximate distance of 1160.4 feet departing said Wichita Trail as traveled continuing slag the northerly line of said Mound Emerald Bay, Ltd. tract, passing at a distance of 1289.70 feet a 1/2 inch iron rod found at the original Southeast caner of Wichita Creek Phase IL an addition to the Tam of Flower Mould Denton County, Texas according to the plat thereof recoiled in Cabinet L Slide IM PA.D.C.T- said 1/2 inch iron rod found being 4AI feet south of life. continuing along the northerly line of said Mond Emerald Bay. Ltd. tract for an overall distance of 1450.61 feet to a 1/2 inch iron rod set with a yellow plastic cap stamped 'Goodwin & Marshall". THENCE South 09 degrees 43 minutes 21 seconds East, aloe the easterly line of said Hand Emerald Bay. Ltd. tract, at a distance of 65.3 feet passing the approximate centerline of said Wichita Trail as traveledi continuing along the easterly line of said Moro Emerald Bay, Ltd. tract, at a distance of 9021 feet passing though a United States Army Caps of Engineers concrete monumait with brass disk (hereafter mfferred to as moument) found stamped TON B-117 61.85' 0/S', mid morxmant being shown on a survey of Grapevine Reservoir Segment B. Tract No. B-134-A and 8-134-8 as prepared by CF. Ballard Registers Professional Land Surveyor No. 1274. dated August. 1963 as being situated South 09 degrees 43 minutes 21 seconds East (Survey South 09 degrees 13 minutes East) a distance of 61.85 feet from a northwest corner of a remaining portion of -TRACT W. B-134A' as described in a Judgment on Declaration of Taking Kirfber• 3 filed June 25, 1952 in coidemration proceedings (Civil No. 611) in the District Cook of the United States for the Eastern District of Texas, Sherman Division to the United States of America continuing, along a common easterly line of said Mound Emerald Say. Ltd. tract and a westerly line of said United States of America TRACT W. B-134A remainder an overall distance of 484.09 feet to a monument fond stamped "MON THENCE, along the lire comnon to said Mound Emerald Bay, Ltd. tract ono mid United States of America TRACT W. 8 134A remainder the following Sorth 23 degrees 07 mirutes 32 seconds East a distance of 713,55 feet to a morxment found stamped "NON B-119% South 69 degrees 32 minutes 24 Seconds West. a distance of 426M feet to a monument found stamped NON 8-120^ South 29 degrees 24 minutes 09 seconds East, a distance of 62351 feet to a monument found stamped 'MON B-121 `, from which a United States Army Carps of Engineers concrete range monument with brass disk farad stamped 'MON SR-37" bears South I6 degrees 35 minutes 52 seconds East, a distance of 137.09 feet: South 65 degrees 25 minutes 55 seconds West, a distance of 1137.60 feet to a moument found stamped "MON B-122", said point being the apparent most easterly southeast comer of that certain tract of land described as 'Parcel No, I' in a Ouitclaim Deed to Frieda LOU Noble Leeds recorded in Volume 468, Page 541 of the Dead Records of Denton County, Texas (DAD.C.TJ, from which a 5/8 inch iron rod foul at the apparent northeast corner of said Leas Parcel No. I bears North 04 degrees 43 mihrtes 59 seconds West (Geed NORTH). a distance of 379.71 feet (Deed 379.7 feetk North 64 degrees 19 minutes 42 seconds West, a distance of 113.33 feet to a monument found stamped 13-134A-37`. South 48 degrees 51 minutes 26 Seconds West, a distance of 184.51 feet to a monment to" stamped 8-134A-36^ North 76 degrees 38 minutes 30 seconds West a distance of 67.41 feet to a monument fond stamped B-d34A-35 , North 75 degrees 09 minutes 18 seconds West a distance of 98.44 feet to a merune nt found stamped '8-134A-34^ Smith 24 degrees 12 minutes 52 seconds East, a distance of 166.38 feet to a mOn u aht ford stamped B-134A-33 , North 75 degrees 11 minutes 25 seconds East, a distance of 136.53 feet to a monument fend stamped 13-130-32^ South 17 degrees 53 minutes 35 seconds East. a distance of 233.17 feet to a monument found stamped 8-134A-31" and 8-135-B-1', said point being common to the most southerly southeast corer of said Mound Emerald .Bay. Ltd. tract. a southwest corner of said United States of America TRACT W. B-134A remainder, the northwest corner of a remaining portion of -TRACT W. B-L356' as described in a General Warranty Deed to the United States of America recoiled in Volume 368. Page 520, DAD.C.T. and a northeast corner of that certain tract of land described in Exhibit B" of the aforementioned Estate Distribution Deed to Patsy R. Smith score being the apparent most southerly southeast corer of said Frieda Lou Noble Leeds Pagel No, I and being called in the south line of the afomvienticed AP. Lloyd Survey, THENCE South 88 09 minutes 42 seconds West, along m the coma southerly lire of said Mound Emerald Ltd. tract and a northerly line of said Patsy R. Smith Exhibit B` tract. at a distance of 86 F feet (Deed 86.31 feet) passing through a 1/2 inch iron rod fond at a cannon northwest carer of said Patsy R. Smith Exhibit 'B" tract and the northeast corner of that certain tract of land described in a Quitclaim Deed to Fredrick Lawson Turner recorded in Volume 906. Page 723, DA.D.C.T, continuing along the common southerly line of said Marl Emerald Bay. Ltd, tract and the northerly lire of said Tureen tract, passing at a distance of 422.11 feet a 3/8 inch iron rod fourxf, said 3/8 inch iron rod farad being 0.67 feet north of line, continuing for an overall distance of 471.60 feet to a 1/2 inch iron rod set with a yellow plastic cap stamped "Goodwin & Marshall" at the conmdn southwest corker of said Hound Emerald Bay, Ltd. tract and the Southeast carer of the aforementioned Patsy R. Smith called 99.171 acre tract, from Which a 1/2 inch iron rod found tears North 38 degrees 56 minutes 12 seconds East, a distance of 324 feet THENCE .North 01 degrees 47 minutes 20 Seconds West (Reference Bearing - west line of that certain tract of land described in a Warranty Deed to Charles Edward Hasty recorded in Volume 1028. Page 56. DAD.C.T.1 departing the northerly line of said Turner tract along the canon westerly lire of said Mblrxd Emerald Bay, Ltd. tract and the easterly lire of said Patsy R. Smith called 99.171 acre tract passing at a distance of 2606.10 feet a 112 inch iron rod fond said 1/2 inch iron rod found be1yThWgt 0.75 Peet west of line, continuing for an overall distance of 2638.59 feet to the POINT CF BEGTNNING, delineating and ereuwassirg within these metes recited 80212 acres of land more or less, NOW, THEREFORE. KNOW ALL MEN BY THESE PRESENTS THAT, MOUND EMERALD BAY, LTD, acting by and through its duly authorized officer, does hereby adopt this plat designated herein as EMERALD BAY, an addition to the Tam of Flower Mond. Denton Canty, Texas. The easements shown hereon are t�er•�y reserved for the as indicated. Al] Streets, alleys and rights -of - way are hereby dedicated in fee =,W a to the Town of 7F MourW for municipal purposes. Lot 16X. Block i and Lot 25X. Block 3 are Hereby dedicated as lanckscape. wowing and pedestrian access easements, and are hereby dedicated in fee simple to the mandatory Wwow hers association for owwtershIP aril maintenance purposes. The Town of Flower Mound will maintain the walkways within Said Loth, 1§_X Block 1 and Lot y51L Block 3. Lot d5X. Block 1 and Lot2ggx. Block 3 are dedicated in fee simple f� am of Flower Mound as equestrI laxlscap% and triena" access aied leutr 5X, B i and�o 110 26X]Blodcre3�is�dedicate0 inn fee rd single to the Tom of Flower Mould as an man trailtead. Tte Tam of Flower Mound will be responsible for the maintenance of said �,9t.-26X. Bluxdc 3. The utllity and fire lane easerents (streets alleys, and camm areas) shall be open to the pub11G fire and police units, garbage and rubbish collection agencies and all pu011c and private utilities for each partiwlan use. No buildfngs, treeA shrbs on other funprovements ar growths shall be oastrux:ted recorr4Wcted or placed Lyon. over ar aaoss the urtilSty easements as storm. Said utility easements being hereby reserved for the mutual use and a:colmhodation of all public utilities using on desiring to use sane. All Snowy p-olic utility shall have the right to remove aril keep rrmaved all or parts of any buildings, fences, trees, shuts or other Lrprovements a grutths which in any way entlager or interfere with the ca5truction. maintenance or efficiency of its respective system on the utility easements and all public utilities shall at all times have the full right of irxgess and egress to and from and Lpon said utility easements for the purpose of Cbnl;itrridtiaL reconstructing. Srspectitlg, patrolling, maintaining and aiding to or removing all or parts of its respective systems without the necessity of procuring the Permission of anyone. Any public utility shall have the right of ingress ano egress to private property for the purposes of reading metes and any maintenance aril service required or ordinarily performed by that utility. This plat approved lest to all pia%H�ordinances, rules, regulations and resolutions of the Town of Flower Wound. /%-- LTD, a Texas limited partnership eital. Inc. a Texas corporation, its General Partner STATE OF TEXAS: r, COUNTY OF__.X124i7/ _7_ .: BEFORE ME, the urdtx•signed authority, on this day persoally appeared Kemeth D. Prater. known to me to be the person Muse nave is suiscr•ihed to the foregoing instrument and acknowledged to me that he executed the sane for the purpose Anil consideration therein expressed in the capacity therein stated and as the act and deed of Said partnership. GIVJ jN �tRDER MY HAND AND SEAL OF OFFICE on thhe.29...day L -/_ .. Not y lic in and for the st a of texas A GEORGANN M. HODGES My Commission Expires: � / O" NOTARY PUBLIC _ .._ - _ . State of Texas ?„SOP Cornrn. Exp. 09-30.2001 _ SURVEYORS CERTIFICATE This is to certify that L Tom Flaherty, a Registered Professional Land Surveyor of the State of Texas, nave platted the above subdivision from an actual ar-the-9r•and survey, and that all lot corners, angle points, and points of the curve shall be properly marked on the gourd and that this plat correctly represents that survey made py me or uhde my direction and supervision. �c9z- Ton Flaerty Registered Profession] LandSurveyor No. 5259 Goodwin & Marshall. Inc. 6001 Bridge Street. Suite 100 Fort Worth. Texas 76112 metro (817) 429-4373 �J I � /-VISIOB.STV Evrm~� 25 z 30 1 �. n N YESMILITY E41T.-" VIA i i I VISIBILITY EASEMENTS AM REWIRED Al ALL I 1 INTERSECTIONS. THESE EASEMENTS SHALL BE r --- MEASURED FRWI THE PRD&CTEO INTERSECTION 1 Of THE PROPERTY LINES. 30' X 30' VISIBILITY EASE.MENI IS REWIRED AT THE INTERSECTION OF CREEK VIEW DRIVE AND WICHITA TRAIL. ALL OTHER INTERSECTIONS REOUIRE 25' X 25' VISIBILITY EASEMENTS. TMCAL VMIBII.3TY EASM&ENT IS rAII. OIDIto BY: MOUND EMERALD BAY, LTD. 3204 Long Prairie Rood, Suite A Flower Mound, TX 75022 (972) 539,0774 fax (972) 539-866.5 Contact: Mr. Ken Prater G OODW IN- �1 A SHAJ-1. CIVIL ENGINEERS - PLANNERS - SURVEYORS 6WI Bridge Street, Suite 100, Fort Worth Texas 76112 Metro (817) 429-4373 fox (817) 446-3116 Contact: Mr. Matt Goodwin, P.E. yI28099 /,qua 1) THE BEARINGS SHOWN HEREON ARE REFERENCIED TO THE WESTERLY LINE (NORTH 01 DEGREES 47 MINUTES 20 SECONDS WEST) CF A TRACT OF LAND DESCRIBED IN A WARRANTY DEED TO CHAR ES EDWARD HASTY RECORDED IN VOLLlE 1028, PAGE 56 OF THE GEED RECORDS OF DENTON COUNTY. TEXAS. 2) THE &%IVEY ABSTRACT LINES SHOWN HEREON ARE APPROXIMATE AND ARE NOT LOCATED ON TIE GROUND. 3) A PORTION OF THE TRACT SHOWN HEREON IS SUBJECT TO RESTRICTIVE COVENANTS RIGHTS TERMS, EASEMENTS AND CODITIONSS AS STATED IN A QUITCLAIM DEED TO FRIEDA LOU NOBLE LEEDS AS RECORDED IN VOLUME- 468, PAGE 541 OF THE DEED RECORDS OF DENTON COUNTY, TEXAS. THE 'CROSS- RAIDED- AREA SFOWWN HEREON IS AN APPROXIMATION OF THE LOCATION OF THE LAWS SITUATED WITHIN SAID PORTION THAT LIE BELOW THE 572 CONTOUR. 4) THE 572 CONTOUR DEPICTED HEREON IS AN APPROXIMATE LOCATION AS TAKEN FROM AN AERIAL TOPOGRAPHIC SURVEY. THE SURVEYOR HAS NOT LOCATED THE 572 CONI" ON THE GROUND. 5) THERE ARE PORTIONS OF THE SUBJECT TRACT SIO N HEREON, OTHER THAN THOSE "CROSS -HATCHED. THAT APPEAR TO LIE BELOW THE 572 CONTOUR. 6) THE BOUDARY CORNERS SHOWN HEREON AS 'MON. ' ARE UNITED STATES ARMY CORPS OF ENGINEERS CONCRETE MONkENTS WITH BRASS DISK FOUR STAMPED AS SIGN. 7) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMAJ FLOOD INSURANCE RATE MAP No. 480777 0540 E. WITH AN EFFECTIVE DATE OF APRIL 2, 1997 THE SUBJECT TRACT SHOWN HEREON APPEARS TO LIE IN DESIGNATED 'ZONE A" AND "ZONE X'. ZONE A" IS DEFINED ON SAID MAP AS 'SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD. W BASE FLOOD ELEVATIONS DETERMINED'. ZONE X" IS DEFINED ON SAID MAP AS OTHER AREAS, AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOOPL.AIN'. TIC APPROXIMATE LIMITS OF SAID ZONES AS DEPICTED HEREON ARE AS SCALED FROM SAID MAP. THE SURVEYOR HAS NOT LOCATED THE FLOOD ZONE LIMIT ON THE GROUO. FLOOD ZONE SHALL BE SUBJECT TO REVISION/REMOVAL BASED ON FINAL LETTER OF MAP REVISION FROM F.E.MA.. 8) ALL INTERIOR LOT CORNERS ARE 1/27 IRON RODS SET WITH A YELLOW PLASTIC CAP STAMPED 'GOODWIN & MARSHALL 9) THE SPECIMEN TREES SHOWN HEREON ARE AS FIELD TIED IN SEPTEMBER, 19%. ft'IC- � J'E N TiET: SPE'�'m1RMEt THEENOTE O ECTLY, SHALL CUT DOWN. DESTROY, REMOVE :$TROY TF(Ol1Gif DAMAGING, ANY TREE TREE ON THIS RECORD PLAT WITHOUT EMT UTILITY CERTIFICATE THIS PLAT CORRECTLY PRESENTS THE REGUSRHO EASEMENTS FOR THIS DEVELOPMENT. BY1 T£�['%)�J'l GENERAL TELEPHONE (GTE) _ Y - _.._L.,_(7. SOUTHWESTERN BELL TO ELECTRIC/LONE STAR GAS DENTON COUNTY ELECTRIC TC1 CABLEVISION 0pF FLot"'tt., ..... .ti��,, RECORD PLATOF SEAL EMERALD BAY =~ BEm 80.212 ACRES SrIVAIMIN A. P. LLOYD SURVEY, ABSTRACT No. IN nE TOWN OF FLOWER MOUND, DENTON COUNTY, TEXAS 62 RESEFI Tt7AL LOTS DBICE148M 19% THIS PLAT FILED IN CABINET -__.._.PAGE for Record in: COUNTY TX MITCHkLL, COUNTY Jan 18 2000 At 3:03pm um : 00-R0005344 ecording: oc/Mgmt : eceipt 0, Deputy - 19ARY PRINCE ED _ WA R-50,43„ COURT ' �q L=518 v 63'21'12" E N=49.6� Ct f APPROXIMATE LIMIT OF 100-YEAR FLOOD ZONE PER EMERALD BAY `"• F.E.M.A. L.0_M.R. (TYPICAL ) CAB. R, PG . I73 `� SE CU X' rry ca�cR� rE ' � Tr SET o. z �otn�rrooP v rr� n r i' (SEE NOTE 3 ) P.R.D.C.T. wt aPA�enr�hrr �� EMERALD BAY !�a t"•..•.: J j CAB. R, PG. 173 P.R.D.C.T. '� Z0N x. •ri. j 9 1 i ZONE f 09 V PINT (JF , ,� LU / M'� EMERALD BAY j= dj'. (a remaining portion ) BEGINNING401 CAB. R, PG. 173 �?0 � F ` United States of America CUT 'x' IN eaMcRErE P.R.D.C.T. "TRACT No. B-134A' SET O. i' ONTO PAVEMENr t �:� � � p 77R � Judgment on Declaration N 15 `25'�8" E / �` � 5 Z o N Q, 92, 225 SO . FT . r' of Taking Number 3 58.7p' __j" BLOCK 3 filed 6/25/52 A= 09 3107 ' � l { � 1 1 =�0{i .00f5' 27^ 4 > -- 7q • R-55.00' 1,=83.07' e "-?4 3527- - 17,909,7 T-za 12 T A .63' 4 C8=,S 50 54'25' E H C1 2€�'3121"'E`i CH�44.19. f�+=82.97`' q' CA8 b'E p 4 / aQ P. p p 173� �- _ �70Ns' N 2 ' / ♦ It A= 47'22'03" - ,i��j^ 44.4 �' CUT 'X' 1N CONCRETE 19R R=25.�' f 6 r ✓ 9 1�' i bA(j, +� \ i Sf_7 O. l' ONTO RAVEME'Nr a'�. �.-'. �`"�..� P „ i i J �+ry L=20.67' x �\ F'p�F v — p.R.b.0 T .i7� >\ A= 18 21;04 t �5, 344 SO . FT . TCB-1S•950 5a'25" E 1s' R=262,(M; f CH-20.08' a. °� 1 Cqg. ' & UE i _ / rg. BLOCK 3 PG T-4 ^T eA C9 Q; i� Q v RRp-C. i 173 `"• -MON. B-121 34 °Q7'"f" I ALIT 1 ND. "'� ./ CONCRVr SET� i C20R �� `� Y.00 f� 677175 SQ. FT. sr�9c� BLOCK 3 � X ---- z©nfE A � EMERALD BAY ''`l~ *' ® ZONE X CAB, R, PG. 173 ® ~— P.R.D.C.T. .-----APPROXIMATE LIMIT OF-----*: 100-YEAR FLOOD ZONE PER ; , F.E.M.A. L.O.M.R. r ( (TYPICAL) r� A � (SEE NOTE 3 ) 30 j� MOUND BAY, 2612 • • Prairie Road,e B Flower Mound, 539-0774 fax * • :.. Contacti Mr. KennethD. Prater OVINIED/D EVE([.. PEP B Y- K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD 2612 Long Prairie Road Flower Mound, TX 75022 (972)539-0774 fax (972)539-8665 Contact. Mr. Kenneth D, Prater (a remaining portion ) United States of America 'TRACT No. B-134A' Judgment On Declaration of Taking Number 3 filed 6/25/52 SHALL CIVIL ENGINEERS - PLANNERS l•- SURVEYORS 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 Metro (817) 429-4373 fax (817) 446-3116 Contract; Mr. Matt Goodwin, P.E. M 0 GRAPHIC SCALE 1 60' 0 60 120 180 PROJECT LOCATION LARK z .05 N a 0 FLOWFR MOUND ROAD WICHITA TRAIT. HA R80 VIEW V ll(C N.T.S. Y ABBREVIATION LEGEND I D.E. UTILITY EASEWNT D.E.. DRAINAGE EASEMENT D: & U.E. DRAINAGE & UTILITY EASEMENT B L. BUILDING LINE S.UII.C. & ME. STREET, UTILITY, DRAINAGE. CONSTRUCTION & MAINTENANCE EASEMENT V.E. VISIBILITY EASEMENT NOTE; ALL PERIMETER BOUNDARY CORNERS FOR THE SUBJECT TRACT SHOWN j HEREON ARE 1/2" IRON RODS WITH A YELLOW PLASTIC CAP STAMPED! "GOODWIN & MARSHALL" SET PREVIOUSLY UNLESS NOTED OTHERWISE. SEE SHEET 2 OF 2-FOR ADDITIONAL. NOTES a of ) so Cf, (20'7 -!s �,gaa.sA THE PURPOSE OF THIS AMENDED PLAT IS TO RECONFIGURE LOT 17R, LOT 19R AND LOT 20R, BLOCK 3. r Alm EIS RECORD PLAT A RECORD PLAT OF LOTS 17R, 19R AND 20R, BLOCK 3, EMERALD BAY, l V/.L-pT I SHEEPi im BEING AN ADDMON TO THE TOWN OF FLOWER MOUND, DENTON Filed for Record in: DENTON COUNTY TX 1i:4 • 1:! • • LOTS' AND 20, BLOCK EMERAWBAY, AN ADDMON TO THE TOWN OF FLOWER. MOUND, On Nov 07 2000 11 At 8*21am DENTON COUNTY, TEXAS. ACCORDING TO TM THE PLAT RECORDED IN Receipt #: CABINET ♦ PAGE 173,, OF • • RECORDS • • i • • COUNTY. h BEING PutY Jane # t '• IN THE TOWN OF • t • ®'' •COUNTY, RESIDENTIAL LOTS !!! OWNER'S CERTIFICATE STATE OF TEXAS: COUNTY OF DENTON: NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: WHEREAS, MOUND EMERALD BAY, LTD. and K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD, acting by and through the undersigned, their duly authorized agents, are the sole owners of a tract of land situated in the A.P. Lloyd Survey, Abstract No. 746 in the Town of Flower Mound, Denton County, Texas being all Lots 17, 19 and 20, Block 3 of Emerald Bay, an addition to the Town of Flower Mound, Denton County, Texas according to the plat thereof recorded in Cabinet R, Page 173 of the Plat Records of Denton County, Texas, said Lot 17, Block 3 being all of that certain tract of land described in a Warranty Deed with Vendor's Lien to K & H Homes, Ltd. dba Riverstone Custom Homes by Howard recorded in Volume 4594, Page 1176 of the Real Property Records of Denton County, Texas (R.P.R.O.C.T.) and said Lots 19 and 20, Block 3 being a portion of that certain tract of land described in a Special Warranty Deed to Mound Emerald Bay, Ltd. recorded in County Clerk's File No. 99-R0024820, R.P.R.O.C.T., and being more particularly described by metes and bounds as follows: BEGINNING at a cut 'X" in concrete pavement set 0.1 foot west of the east edge of said concrete pavement An the line common to an easterly Right -of -Way (R.O.W.) line of Beachview Drive (a 24 foot R.O.W. according to said plat of Emerald Bay) and a westerly line of said Block 3 of Emerald Bay, same being the common northwest corner of said Lot 19 and the southwest corner of Lot 18 of said Block 3 of Emerald Bay; THENCE South 74 degrees 35 minutes 27 seconds East, departing the line common to an easterly R.O.W. line of said Beachview Drive and a westerly line of said Block 3, along the southerly line of said Lot 18, a distance of 237.65 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "Goodwin & Marshall" previously set (hereafter referred to as 1/2 inch capped rod) at the southeast corner of said Lot 18; THENCE North 02 degrees 46 minutes 34 seconds East, along the easterly line of said Lot 18, a distance of 190.73 feet to a cut ­X" in concrete pavement set 0.2 foot north of the south edge of said concrete pavement in the line common to the southerly R.O.W. line of Prince Edward Court (a cul-de-sac at this point according to said plat of Emerald Bay) and a northerly line of said Block 3 at the most easterly northeast corner of said Lot 18, same being the point of curvature of a non -tangent circular curve to the left having a radius point that bears North 02 degrees 46 minutes 34 seconds East. 50.50 feet: THENCE northeasterly, along the line common to the southerly R.O.W. line of said Prince Edward Court, a northerly line of said Block 3 and said non -tangent circular curve to the left, through a central angle of 58 degrees 50 minutes 43 seconds, an arc length of 51.87 feet and having a chord that bears North 63 degrees 21 minutes 12 seconds East, 49.62 feet to a cut 'X" in concrete pavement set 0.2 foot northwesterly of the southeasterly edge of said concrete pavement at the southwest corner of Lot 16 of said Block 3 of Emerald Bay; THENCE South 56 degrees 04 minutes 09 seconds East departing the line common to the southerly R.O.W. line of said Prince Edward Court and a northerly line of said Block 3, departing the previous circular curve to the left radially, along the southerly line of said Lot 16, a distance of 563,18 feet to a United States Army Corps of Engineers concrete monument with brass disk found stamped "MON B-121" at the corner common to an inner corner of a remaining portion of "TRACT NO. B-134A" as described in a Judgment on Declaration of Taking Number 3 filed June 25, 1952 in condemnation proceedings (Civil No. 611) in the District Court of the United States for the Eastern District of Texas. Sherman Division to the United States of America and the southeast corner of said Lot 16: THENCE South 65 degrees 25 minutes 55 seconds West, along the line common to a northerly line of said United States of America TRACT NO. B-134A remainder and a Southerly line of said Block 3, a distance of 698.87 feet to a 112 inch capped rod at the southeast corner of Lot 21 of said Block 3 of Emerald Bay; THENCE North 46 degrees 42 minutes 02 seconds West, departing the line common to a northerly line of said United States of America TRACT NO. B-134A remainder and a southerly line of said Block 3, along the northeasterly line of said Lot 21, a distance of 308.14 feet to a cut "X" in concrete set in the line common to the easterly R.O.W. line of said Beachview Drive and a westerly line of said Block 3 at the northeast corner of said Lot 21, same being the point of curvature of a non -tangent circular curve to the left, having a radius point that bears North 46 degrees 42 minutes 02 seconds West, 262.00 feet; THENCE, along the line common to the easterly R.O.W. line of said Beachview Drive and the westerly line of said Block 3 the following: northeasterly, along said non -tangent circular curve to the left, through a central angle of 18 degrees 21 minutes 04 seconds, an arc length of 83.92 feet and having a chord that bears North 34 degrees 07 minutes 27 seconds East, 83.56 feet to a cut "V" at the easterly edge of concrete pavement at the point of tangency: North 24 degrees 56 minutes 55 seconds East, a distance of 44.43 feet to a cut "X" in concrete pavement set 0.1 foot west of the east edge of said concrete pavement at the point of curvature of a circular curve to the left, having a radius of 500.00 feet: northeasterly, along said circular curve to the left, through a central angle of 09 degrees 31 minutes 07 seconds, an arc length of 83.07 feet and having a chord that bears North 20 degrees 11 minutes 21 seconds East, 82.97 feet to a cut "X" in concrete pavement set 0.1 foot west of the east edge of said concrete pavement at the point of tangency; North 15 degrees 25 minutes 48 seconds East, a distance of 58.79 feet to the POINT OF BEGINNING, delineating and encompassing within these metes recited 254,744 square feet or 5.848 acres of land, more or less. 1 1511 1 1 11 1 ;:111 1 : iiiii: i 1 1 i i 1: 11 1 MOUND EMERALD BAY, LTD. 2612 Long Prairie Road, Suite B Flower Mound, TX 75022 (972) 539-0774 fax (972) 539-8665 Contact: Mr. Kenneth D. Prater OWN ED/DEVMOPED BY: K & H HOMES, LTD, dba KA RIVERSTONE CUSTOM HOMES BY HOWARD 2612 Long Prairie Road Flower Mound, TX 75022 (972) 539-0774 fax (972) 539-8665 Contact: Mr. Kenneth D. Prater THAT, MOUND EMERALD BAY, LTD. and K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD, acting herein by and through their duly authorized officers, do hereby adopt this plat designated herein as LOTS 17R, 19R AND 20R, BLOCK 3, EMERALD BAY, an addition to the Town of Flower Mound, Denton County, Texas. The easements shown hereon are hereby reserved for the purposes as indicated. All streets, alleys and rights -of - way are hereby dedicated in fee simple to the Town of Flower Mound for municipal purposes. The utility and fire lane easements (streets, alleys, and common areas) shall be open to the public, fire and police units, garbage and rubbish collection agencies and all public and private utilities for each particular use. No buildings, trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the utility easements as shown. Said utility easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the utility easements and all public utilities shall at all times have the full right of ingress and egress to and from and upon said utility easements for the purpose of construction, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity of procuring the permission of anyone. Any public utility shall have the right of ingress and egress to private property for the purposes of reading meters and any maintenance and service required or ordinarily performed by that utility. I This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Flower MOUND EMERALD BAY, LTD., a Texas limitell partnership By: JAound Ealerald Capital, Inc.,_Texas Texas corporation. its General Partner L. Kathryn Perry, Vice president - K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD STATE OF TEXAS: COUNTY OF_'k ,j�tr40jg_ : BEFORE ME, the undersigned authority, on this day personally appeared L. Kathryn Perry, Vice President of Mound Emerald Capital, Inc., a Texas corporation, General Partner of MOUND EMERALD BAY, LTD., a Texas limited partnership, known to me to be. the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purpose and consideration therein expressed, in the capacity therein stated, and as the act and deed of said partnership. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the -.5—day of_&hP AVw 2000. Of Notary Publin and for the State Texas '00 GEORGANN Akt FS NOTARY PUBLIC J My Commission Expires: State Of Texas STATE OF TEX 16COMM. EXP. 091 ,.,AS: COUNTY OF _"Afr BEFORE ME, the undersigned authority, on this day personally appeared L. Kathryn Perry, Vice President of K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purpose and consideration therein expressed, in the capacity therein stated, and as the act and deed of said corporation. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the day of 2000. GEO TAR M. HODGES NOTARY PUBLIC rK-yPub] in and W(it-al F_f? thIt 1� State of Tons s D 1 Comm E- 09-30-2001 1) THE REFERENCE BEARINGS FOR DIRECTIONAL CONTROL USED HEREON ARE THOSE CITED ON THE PLAT OF EMERALD BAY RECORDED IN CABINET R, PAGE 173 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 2) THE BOUNDARY CORNERS SHOWN HEREON AS "MON. ..." ARE UNITED STATES ARMY CORPS OF ENGINEERS CONCRETE MONUMENTS WITH BRASS DISK FOUND STAMPED AS SHOWN. 3) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.) LETTER OF MAP REVISION (L.O.M.R.). WITH AN EFFECTIVE DATE OF JANUARY, 10, 2000 THE SUBJECT TRACT SHOWN HEREON APPEARS TO LIE IN DESIGNATED "ZONE A" AND "ZONE X". THE F.E,M.A. FLOOD INSURANCE RATE MAP (COMMUNITY No. 480777 0540 E, MAP No. 48121CO540, E, WITH AN EFFECTIVE DATE OF APRIL 2, 1997) DEFINES "ZONE A" AS "SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD, NO BASE FLOOD ELEVATIONS DETERMINED". "ZONE X" IS DEFINED ON SAID MAP AS "OTHER AREAS, AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPI THE APPROXIMATE LIMITS OF SAID ZONES AS DEPICTED HEREON ARE BASED ON A FLOOD STUDY PERFORMED BY GOODWIN & MARSHALL, INC. IN CONNECTION WITH SAID L.O.M.R_ THE SURVEYOR HAS NOT LOCATED THE FLOOD ZONE LIMIT ON THE GROUND. 4) ALL INTERIOR LOT CORNERS ARE 1/2", IRON RODS SET WITH A YELLOW PLASTIC CAP STAMPED "GOODWIN IS MARSHALL". My Commission Expires: TOWN OF FLOWER MOUND SURVEYOR'S CERTIFICATE This is to certify that I, Tom Flaherty, a Registered Professional Land Surveyor of the State of Texas, have platted the above subdivision from an actual on -the -ground survey, and that all lot corners, angle points, and points of the curve shall be properly marked on the ground and that this plat correctly represents that survey made by me or under my direction and supervision. GGODWW,,_ MARS HALL - CIVIL ENGINEERS — PLANNERS ~ SURVEYORS 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 Metro (817) 429-4373 fax (817) 446-3116 Tom Flaherty Registered Professional Land Surveyor No. 5259 Mayor, Lori - - Luca Goodwin & Marshall, Inc. ILL �8_ _off 6001 Bridge Street, Suite 100 To&_n­Secr65Fy, Paula Law�r6n!10A-614-(2�--- Fort Worth, Texas 76112 metro (ol/) Ae�3-4d/j THE PURPOSE OF THIS AMENDED PLAT C) IS TO RECONFIGURE LOT 17R, LOT 19R AND LOT 20R, BLOC g;- .. .... 0 AMENDED RECORD PLAT S A RECORD PLAT OF % SHEET 2 OF 2 LOTS 17R, 19R AND 20R, BLOCK 3".,,* ........... EMERALD BAY, d TEXAS, AN ADDITION TO THE TOWN OF FLOWER MOUND, DENTON COUNTY, TEXAS, BEING AN AMENDMENT OF LOTS 17, 19 AND 20, BLOCK 3, A MITCHiELL, COUNTY On Nov 07 2000 EMERALD BAY, AN ADDITION M THE TOWN OF FLOWER MOUND, At 8:21am DENTON COUNTY, TEXAS, ACCORDING M IM nffl PLAT RECORDED IN Receipt #: 45368 CABINET R, PAGE 173, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS ecoraing: 46 00 oc�m Mt : 6 B8c N 2000 :00 epu -140107740 BEING 5.QA8 ACRES srruATm IN THE Jane A. P. LLOYDSURVEY, APSTRACT' No. 7AA X-14.0 J, IN THE TOWN OF FLOWER MOUND, DENTON COUNTY, TEXAS-, 3 RESIDENTIAL` LOTS Contact: Mr. Matt Goodwin, P.E. AUGUST, 2000 1 1110TIMIKU"M MAC! 7 EMERALD BAY CAB. R, PG. 173 P.R.D.C.T. EMERALD BAY CAB. R, PG. 173 P.R.D.C.T. PEACEFUL COVE y­ L=11723' T=116.17' 44 CB--S 74 048'48" E —92.63' Cur % CH IN CONCRE7E SE T 4 9 O/V TO P,4 V� — "VEN EMERALD BAY CAB. R, PG. 173 clu .5 Q P.R.D.C.T. /tom-E 0 15'U 6- EMERALD BAYO I CAB. 58' B.L. CAB. R, PG. 173 R PG. 173 Lu 73 P CAB, R, PG. 1 P.R.D.C.T.. A.D C.T. cvt P.R.D.C.T. cT 7 cat Z/ R --CAS25 D& E C11D - R PG', 7 6§ �I_S(;E_ 1�) A= 63*26'26" CUF 3 P-62.50' C L=69,20' 7i3_ 547T 0. 4VCRE rE 64 P. 58 ONrO Pj VEMEIV7�-- S f BLOCK 3 T-381 63' c:3*, CH=6532' Fi--59827' LUE `A=- 08 *49'38" E 102 CB�S 52'55'45' E 789 35S78r — L--92.17' I CAB' R. PG-'1�3 3Z- EIRBIC T T=46.18' 18S-U,D,C.&M.E. CAB. R. PG. 173 .0' 2CB=02 *39'2" 'E P R.D�C�T, R=363 S 21'232E Di=92.08' 13R L=4152' 4124' T=23.18* REVROU�S E CUT 'V' ATE03EOF - (�L_ICT LINE ETD CB�S 52*55*45' E CONCRETE PA VEMI T SE 04=39,43' 6 1 . 1?f 0 > BLOCK 3 5 N 01 '45'37" wL----,- CAB, R, PG. 473 58' B.L. �A - otj 12.5 & 58A7' P.R.D.C.T.' 7 Tp� N _� — _�W co qsuoo _rL I 4 14'1 ii - ._ __ -Z -L __)� . .............. POIN71 396 .�7 NIE 1;� (a remaining portion 72' F --r __Z:--�=SNE I f— 'UNGI -- BEGDU 15'0 E. 7_73E AT EDGE OF 18 iL CAB� R PG. 17,3­1 j�,I+--7-5� United States of America Pp,D-C-T. S 28 -4 1 '03 E 'TRACT No. 13— 134A'Nt , 23.56 --MON. 13-IPO Judgment on Declaration EMERALD BAY FAIR CAB. R, PG. 173 CC§R� 10), of Taking Number 3 P.R.D.C.T. � _T filed 6/25/52 Lu C41::5�7 4O. 900 LU T BLOCK 3 -.,---APPROXIMATE LIMIT OF 0 C4 100-YEAR FLOOD ZONE PER B.L. :E cc F.E,M.A. L.O.M.R. (TYPICAL) EMERALD BAY CAB. R PG. 173 (SEE NOTE 3 CAB. R, PG. 173 P.R.O.C.T. P.R.D.C.T. <) N R> Gy v _-A= 7B *34'36" -A M S GRAPHIC SCALE I-= 60' 0 60 120 180 U.E UTILITY EASEMENT Of. DRAINAGE EASEWNT 0. & Uf. DRAINAGE & UTILITY EASEMENT B.L.BUILDING LINES I U.O.C. 6 ME. STREET. UTILITY, DRAINAGE, CONSTRUCTION & MAINTENANCE EAS111ENT VE. VISIBILITY EAS04M NOTE; ALLPERIMETERBOUNDARY CORNERS FOR THE SUBJECT TRACT SHOWN HEREON ARE 1/2" IRON RODS WITH A YELLOW PLASTIC CAP STAMPED "GOODWIN & MARSHALL" SET PREVIOUSLY UNLESS NOTED OTHERWISE. [_qff:SH-ff E-T-2_6F_ _2 FOR ADDITIONAL NO CU CUT ' V' A T EDGE OF' -E PA VEMEN T SET THE PURPOSE OF THIS AMENDED PLAT T=4f., CONCRE7 IS TO RECONFIGURE LOT 11R, LOT 13R AND LOT 15R, BLOCK 3.* �A -a3=N-55 *5 W PRINCE EDWARD 35 --63.9(��\4 CH COURT ........ AMENDED RECORD PLAT A RECORD PLAT OF LOTS 1 IR, 13R AND 15R, BLOCK 3, EMERALD BAY CAB. R, PG. 173 BAY EMERALD P.R.D.C,T. \AN ADDITION TO THE TOWN OF FLOWER PREPARED BY- BEING AN AMENDNffM OF LOT. 04ML&LD BAY, AN ADDMON TO TH OVIMBD/DEVELOPED BY: G G(CYJDWIN /5 DENTON COUNTY, TEXAS, ACCORDING' 6 f�,` z 1--i if CAIBRqLrr P., PAGE 173, OF THE PLAT ".a MOUND EMERALD BAY', LTD. ---MARSHALL BEING 4.197 ACRES 2612 Long Prairie Road, Suite B CIVIL ENGINEERS — PLANNERS — SURVEYORS A. P. LLOYD SURVEY,, Flower Mound, TX 75022 (972) 639-0774 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 10/ 6-1 L IN TBE fax (972) 539-8665 Metro (817) 429-4373 TOWN OF FLOWER MOUND, 11 Contact: Mr, Kenneth D, Prater fax (817) 446-3116 3 RESIDENTIA] Contact: Mr. Matt Goodwin, P.E. AUGUST, 2 I SHEEP 1 OF 2 OWNERS CERTIFICATE STATE OF TEXAS: COUNTY OF DENTON: G qvo NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: V5 U 1 WHEREAS, MOUND EMERALD BAY, LTD., acting by and through the undersigned, its duly authorized agent, is the sole owner of a tract of land situated in the A.P. Lloyd Survey, Abstract No. 746 in the Town of Flower Mound, Denton County, Texas being all Lots 11, 13 and 15, Block 3 of Emerald Bay, an addition to the Town of Flower Mound, Denton County, Texas according to the plat thereof recorded in Cabinet R, Page 173 of the Plat Records of Denton County, Texas, said lots being a portion of that certain tract of land described in a Special Warranty Deed to Mound Emerald Bay, Ltd. recorded in County Clerk's File No. 99-ROO24820 of the Real Property Records of Denton County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a cut "V" at the east edge of concrete pavement set in the line common to an easterly Right -of -Way (R.O.W.) line of Beachview Drive (a 24 foot R.O.W. according to said plat of Emerald Bay) and a westerly line of said Block 3 of Emerald Bay, same being the common southwest corner of said Lot 13 and the northwest corner of Lot 14 of said Block 3 of Emerald Bay; THENCE North 01 degrees 45 minutes 37 seconds West, along the line common to an easterly R.O.W. line of said Beachview Drive and a westerly line of said Block 3, a distance of 58.47 feet to a cut "V" at the east edge of concrete pavement set at the point of curvature of a circular curve to the right, having a radius of 598.27 feet; THENCE northeasterly, along the line common to an easterly R.O.W. line of said Beachview Drive, a westerly line of said Block 3 and said circular curve to the right, through a central angle of 08 degrees 49 minutes 38 seconds, an arc length of 92.17 feet and having a chord that bears North 02 degrees 39 minutes 12 seconds East, 92.08 feet .to a cut "X" in concrete pavement set 0.1 foot west of the east edge of said concrete pavement at the southwest corner of Lot 12 of said Block 3 of Emerald Bay: THENCE South 84 degrees 38 minutes 58 seconds East, departing the line common to an easterly R.O.W. line of said Beachview Drive and a westerly line of said Block 3, departing the previous circular curve to the right non -tangent, along the southerly line of said Lot 12, a distance of 237.89 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "Goodwin & Marshall" previously set (hereafter referred to as 1/2 inch capped rod) at the southeast corner of said Lot 12; THENCE North 05 degrees 21 minutes 02 seconds East, along the easterly line of said Lot 12, a distance of 214.46 feet to a cut "X" in concrete pavement set 4.9 feet north of the south edge of said concrete pavement in the line common to the southerly R.O.W. line of Peaceful Cove (a 24 foot R.O.W. at this point according to said plat of Emerald Bay) and the northerly line of said Block 3 at the northeast corner of said Lot 12, same being the point of curvature of a non -tangent circular curve to the left having a radius point that bears North 81 degrees 41 minutes 29 seconds East, 50.50 feet; THENCE southeasterly, along the line common to the southerly R.O.W. line of said Peaceful Cove, a northerly line of said Block 3 and said non -tangent circular curve to the left, through a central angle of 133 degrees 00 minutes 34 seconds, an arc length of 117.23 feet and having a chord that bears South 74 degrees 48 minutes 48 seconds East, 92.63 feet to a 112 inch capped rod at the most westerly southwest corner of Lot 10 of said Block 3 of Emerald Bay; THENCE South 51 degrees 19 minutes 05 seconds East, departing the line common to the southerly R.O.W. line of said Peaceful Cove and a northerly line of said Block 3, departing the previous circular curve to the left radially, along the southwesterly line of said Lot 10, a distance of 361.51 feet to a 112 inch capped rod at the most southerly southwest corner of said Lot 10; THENCE South 84 degrees 38 minutes 58 seconds East, along a southerly line of said Lot 10, a distance of 140.15 feet to a 1/2 inch capped rod at the most southerly southeast corner of said Lot 10, same lying in the line common to a southerly line of said Block 3 and a northerly line of a remaining portion of "TRACT NO, B-134A" as described in a Judgment on Declaration of Taking Number 3 filed June 25, 1952 in condemnation proceedings (Civil No. 611) in the District Court of the United States for the Eastern District of Texas, Sherman Division to the United States of America; THENCE South 69 degrees 32 minutes 24 seconds West, along the line common to a southerly line of said Block 3 and a northerly line of said United States of America TRACT NO. 8-134A remainder, a distance of 397.36 feet to a United States Army Corps of Engineers concrete monument with brass disk found stamped "MON B-120'; THENCE South 29 degrees 24 minutes 09 seconds East, along the line common to an easterly line of said Block 3 and a westerly line of said United States of America TRACT NO. B-134A remainder, a distance of 137.60 feet to a 112 inch capped rod at the most northerly corner of Lot 16 of said Block 3 of Emerald Bay; THENCE South 73 degrees 22 minutes 57 seconds West, departing the line common to an easterly line of said Block 3 and a westerly line of said United States of America TRACT NO. B- 134A remainder, along the northerly line of said Lot 16, a distance of 231.92 feet to a cut "V" at the east edge of concrete pavement set in the line common to the easterly R.O.W. line of Prince Edward Court (a cul-de-sac at this point according to said plat of Emerald Bay) and a westerly line of said Block 3 at the northwest corner of said Lot 16, same being the point of curvature of a non -tangent circular curve to the left having a radius point that bears South 73 degrees 22 minutes 57 seconds West, 50.50 feet; THENCE northwesterly, along the line common to the easterly and northerly R.Q.W. line of said Prince Edward Court, a westerly and southerly line of said Block 3 and said non -tangent circular curve to the left, through a central angle of 78 degrees 34 minutes 36 seconds, an arc length of 69.26 feet and having a chord that bears North 55 degrees 54 minutes 21 seconds West, 63.96 feet to a 1/2 inch capped rod at the most easterly southeast corner of the aforementioned Lot 14: THENCE North 05 degrees 10 minutes 01 seconds East, departing the line common to the northerly R.O.W. line of said Prince Edward Court and a southerly line of said Block 3, departing the previous circular curve to the left non -tangent, along the easterly line of said Lot 14, a distance of 192.07 feet to a 1/2 inch capped rod at the northeast corner of said Lot 14; THENCE North 84 degrees 38 minutes 58 seconds West, along the northerly line of said Lot 14, a distance of 208.72 feet to the POINT OF BEGINNING, delineating and encompassing within these metes recited 182.808 square feet or 4.197 acres of land, more or less. ) r � MOUND EMERALD BAY, LTD. 2612 Long Prairie Road, Suite B Flower Mound, TX 75022 (972)539-0774 fox (972) 539-8665 Contact: Mr. Kenneth D. Prater THAT, MOUND EMERALD BAY, LTD., acting herein by and through its duly authorized officer, does hereby adopt this plat designated herein as LOTS MR, 13R AND 15R, BLOCK 3, EMERALD BAY, an addition to the Town of Flower Mound, Denton County, Texas. The easements shown hereon are hereby reserved for the purposes as indicated. All streets, alleys and rights -of - way are hereby dedicated in fee simple to the Town of Flower Mound for municipal purposes. The utility and fire lane easements (streets, alleys, and common areas) shall be open to the public, fire and police units, garbage and rubbish collection agencies and all public and private utilities for each particular use. No buildings, trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the utility easements as shown. Said utility easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the utility easements and all public utilities shall at all times have the full right of ingress and egress to and from and upon said utility easements for the purpose of construction, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity of procuring the permission of anyone. Any public utility shall have the right of ingress and egress to private property for the purposes of reading meters and any maintenance and service required or ordinarily performed by that utility. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Flower I". Kathryn Perry, VicefPresident (/ MOUND EMERALD BAY, LTD., a Texas limited partnership By: Mound Emerald Capital, Inc., a Texas corporation, its General Partner STATE OF TEXAS: COUNTY OF QrM P40AJ BEFORE ME, the undersigned authority, on this day personally appeared L. Kathryn Perry, Vice President of Mound Emerald Capital, Inc., a Texas corporation, General Partner of MOUND EMERALD BAY, LTD., a Texas limited partnership, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purpose and consideration therein expressed, in the capacity therein stated, and as the act and deed of said partnership. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the-8---day of Doi roam! . 2000. Notary Pub is in and for the State o Texas NOTARY PUBLIC stab of Tiaras My Commission Expires: f��00 QEeCoMffl.Exp.M30•2001 SURVEYOR'S CERTIFICATE This is to certify that I, Tom Flaherty, a Registered Professional Land Surveyor of the State of Texas, have platted the above subdivision from an actual on -the -ground survey, and that all lot corners, angle points, and points of the curve shall be properly marked on the ground and that this plat correctly represents that survey made by me or under my direction and supervision. Tom Flaherty e=_' Registered Professional Land Surveyor No. 5259 Goodwin & Marshall, Inc. 6001 Bridge Street, Suite 100 0 Fort Worth, Texas 76112 metro (817) 429-4373 TOWN OF FLOWER MOUND TOWN MANAGER Date Approved: Town Manaqer, Van James i PREPARED B Y.- OQD SHALL CIVIL ENGINEERS -- PLANNERS — SURVEYORS 6001 Bridge Street, Suite 100, Fort Worth Texas76112 Metro (817) 429-4373 fax (817) 446-3116 Contact: Mr. Matt Codw{n, P.E. �00 ZS OF ob * V. s .1r •iu„.w•••w...«lw TOM FLAHERTY .. t... •,t,�a,FsS�O,yOP S�qV A NOTES: 1) THE REFERENCE BEARINGS FOR DIRECTIONAL CONTROL USED HEREON ARE THOSE CITED ON THE PLAT OF EMERALD BAY RECORDED IN CABINET R, PAGE 173 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 2) THE BOUNDARY CORNERS SHOWN HEREON AS "MON. ..." ARE UNITED STATES ARMY CORPS OF ENGINEERS CONCRETE MONUMENTS WITH BRASS DISK FOUND STAMPED AS SHOWN. 3) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.) LETTER OF MAP REVISION (L.O.M.R.), WITH AN EFFECTIVE DATE OF JANUARY 10, 2000 THE SUBJECT TRACT SHOWN HEREON APPEARS TO LIE IN DESIGNATED "ZONE A" AND "ZONE X". THE F.E.M.A. FLOOD INSURANCE .RATE MAP (COMMUNITY No. 480777 0540 E, MAP No. 48121CO540 E, WITH AN EFFECTIVE DATE OF APRIL 2, 1997) DEFINES "ZONE A" AS "SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD, NO BASE FLOOD ELEVATIONS DETERMINED". "ZONE X" IS DEFINED ON SAID MAP AS "OTHER AREAS, AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOOPLAIN". THE APPROXIMATE LIMITS OF SAID ZONES AS DEPICTED HEREON ARE BASED ON A FLOOD STUDY PERFORMED BY GOODWIN & MARSHALL, INC. IN CONNECTION WITH SAID L.O.M.R.. THE SURVEYOR HAS NOT LOCATED THE FLOOD ZONE LIMIT ON THE GROUND. • • •• LOT CORNERS• RODS SET WITH A YELLOW PLASTIC • STAMPED••# THE PURPOSE OF THIS 1 o p S AMENDEDi RECONFIGURE LOT AIR. # P BLOCKAND LOT 15R, IF i• RECORD PLAT OF OF coil m LI 1 ! ! ! • i i` • ` ! ' i ` �I• i ! ' 0 07 00 ,. !•!•! Recording: 4i4 ►, eputy -Felicia 1 1' 11 i11AIIJ0 !W3 16100 On 1001ZI 116IM41611MV t�i a � it PC, I z Im W S GRAPHIC SCALE 1`_100' 0 too 200 300 o FLOWER MOUND tr-- ROAD -- PROJECT LOCATION LARK 47}y i V W _.. Y. N 0. 1 30x 30' �'fl 5.00' 10.9 r N �8 I � L=4.06 1 DETAIL 1 X.T.S. 1 3o OO�p /E,' - r ',O �-30' x ' a E. J F500'5a.os1 v t ABBREVIATION LEGEND UE, Ufb1TY EAS9fNT Of, mono¢ E< 0. b LIE, W.= & UTI M EASEMENT 81 SWING LINE sobs b NE. SITEET, LRAITY. DPAIIY�, CtY IMIaf s K/MIENOM EASD@!T E, SF RUESIRUX s FOOESTRION ACCESS El100" vE. YISIBR.Ttt EASL/ENK 5 w Q 0 L-85. 99'- La ---- f. ar - L-84. 18' t L_ 6. 03' l5.55' S � 15, 52' N 86'42'22' E� DETAIL 2 s ® DENOTES STREET NAME CHANGE, K-W.11.`L0 47Ii.`.i.1TA LIE BEARMMi DISTANCE LI N64.19'42' W 113.33' L2 $48.51'26' W 184.51' L3 N76.38'30' W 67.41' L4 N75'.0998'W 98,44' L5 $24 12'52 E 166.38' L6 N75.11'25 E 136,53, L7 _ S17 53'35- E -_ 233.17' LINE BEARING DISTANCE L8 NOI.50'42'W 55.94' L9 N28.21'28'W 23.55, LIO SOI.50'42'E 11.78, LII S69•16'36'W 1434' L12 N24.56.'55'E 44.43' L13 S81.221311£ 2L55' L14 S19.19'55'E 29,32' LI5 S83.59'53'E 165.1a' Lib N86.42'22'E 34.31' N.T,B. THE SUBJECT TRACT, 13UTHE HAS NO KNOWLEDGE OF AN EASEMENT FOR SAID GAS LINE. D BLOCK \ (a remaining portion) 40' UNTED STATES OF AMERICA EASEMENT >n Yy', United States 01 America 'TO INMATE. SUBMERGE. AND OVERFLOW \BLOCK A' �M `" i ' �31 ' ...." ?! `\ <'" t` h 'TRACT No. B-134B' PERMANENTLY, TEMPORARILY, OR INTERMITTENTLY 0 01 7 q WICHITA_ CREEK ESTATES- - - - of WICHITA CREEK PHASE II As MAY BEN£cEssnrsr' PER coMP AwT Fx ED m a Judgment on Declaration Wz Cabinet H, Slide 109 'Cabinet 1, Slide 188 APPARENT APPROXIMATE � of Taking Number 3 (CIVIL 1Y4I�. 1952IN7621 wONDEMNHE ATR�cRROCEEDIOURT NGS c� ,HE P.R,D.C,T { P.R.D,C.T.; LOCa OF20' \ filed 6/25/52 SEE DETAIL 2 UNITED STATES FOR THE EASTERN DISTRICT OF W 1 j TOWN OF FLOWRR N�LP$), TEXAS '� --TEXAS, SHERMAN DIVISION 4( �� I 1 I 1 �' " f t-- EASEMENT FOR 5W TERPAGEi4OR LDS LOT 24X Y -r/2' I.R.F. Rml E E SEE DETAILS ITW i D.R.O.0 T. 4W6 S0. FT. 4.r1' SOU'rN rig' I.R.S. mow" 5ois so Fr. U �! _ _ OF-Lry�' wiP[.asrtc car; -A y; MALTSBERGER SURVEY �JABSTRACTNo. 934 P'dQ�'X3Q'WICHiTA TRAtIi P Y.F' N88*09418" E 145d.69'-_ 6� __ Cs N 746 (width ud,fermiewdiE �• -^- ti P Lasa,37 ` - ._ ABSTRAYD SURVEY b'$9. 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I ,. @ """., S9' s� 9r so•,z„FT 43560 S0. FT. s - it N 6a Y2'# E E1a.00 1._ i2(i 34 �1 o aNR I,pe' l 0315, e 1 y V b J ��2. =�O a4 Y S'- � (' � m S @2 `50'O7 5 t (� 208-72=-- =N� �°„ a 2ss.s5' _ _m 1{ (�w -_-._ _ 69 88.122 40" E 240.0 m I �ia," O -`-tP54k i9 w 181� T3�,*.E.- �.-_LI-S t�Im 435115 SO, FT.r- 41358 SO, FT. ,y ,. 15 �, �AfGMI. 8-Y20 '""". �FifyF,' ��r!to i.�v.10 14 58'&L. 30 A3596 SO. PT. §�,44 7 Sa.. FT� ti 0 APPROXIMATE LIMIT OF 100-YEAR FLOOD ZONE PER F.E.M.A. L.O.M.R. (TYPICAL I '(a remaining portion I United Sfoies of America ' TRACT No. 8-134A' Judgment on Declaration of Taking Number 3 t8 filed 6/25/52 '--APPROXMATE OMIT OF 100-YEAR FLOOD ZONE (TYPICAL I (SEE NOTE 7 ) (NOW SUPERSEDED BY A F,E.M.A. L.O.M,R. EFFECTIVE 01/10/00 ) LINE I BEARM I DISTANCE L17 I S74.35'27'E 221.47' Lis NO2.46'34'E f74, 12' LI9 S02.46'34'W 179.73' L20 S74.35'27'E 179.09' L21 $27.13'24'E 51,87' L22 S07 31'24'E. 71.82' L23 S12 16 47' W 49.05' L24 NI2 16'47'E 66.30' L25 N07.31 24' W 61,37' L26 N27 13 24' W 46.66' L27 I N74 35'27'W 42s IREL28 S8438'58'E 339.93' L29 521.121321E 41.24' L30 $28'41'03'E 103,24' L31 N28.41'03'W 101.26' L32 N21.12'32'W 42.87' L33 N84'38'58'W 340.68' L34 S85.01'54'E 24SA5' L35 _N59.03'20'E 53.40' L36 S83.32'14'E 54.44' L37 I N83.32'i4' W 71.46' Lul S591031201W 53.40' L39 N85.01'54' W 0.08, L40 S21'40'16'W 176,70' L41 N21'40'16'E 169.19, L42 N85'01'54'W 215,05I L43 S86.01'10'E 84.92' L44 S75.49'42'E 67.55, L45 S02.50'07'E 185.59, L46 N82'50'07'W 250.82, L47 N66.OVO'W 79,97' L48 NOI'50'42'W 233.48' L49 N50•I8'IO'E 59.51, L50 S50. le 110, W 71.48' L51 S01.50'42'E 226.14' L52 N7T29'56'E 80.31' L53 N89'F7'31'E 47.17' L54 S72 2427'E 21.08' L55 S24 20 07. W 46,01' L56 S42 19 32 E 46 95' L57 N42 19. 32 W 67 23 Lye N24 20 07. £ 46.01' L59 N72 24 27 W 21 08, L60 S89 17 31 W 44 59' L61 S77'29'58'W 90A5' L62 S47 01'06'E 72.61' L63 S25 55 04'E 39.15., L64 S02 07 57'W 30.871 L65 S85 49'IG.'W 25.31, L66 SMi 48 56 W 27 61, L67 N14 * 48 56 E 21 27.' L66 N46 52 09 W tl 79, L69 N57 04.20 W 14 46' L70 N66.10'47'W - 12.96, L71 S65.04'13'W 2,23' L72 S46 31'52'W 38.58, L73 S41-E'43' W 40.31' L74 N76 24'13'W 17.49' 1.75 . S77 53'47' W 17 78' L76 S33 16'12' W 2472'. L77 -S43 06 42'W 39 71. L78 S53 26 38'W 7 65' L79 S80 19 48' W 10 42' LED N80.19'48'E 19.86, LEII :N53 26 381E 15.68, L82 N43 06'42'£ 44. 12' L83 N33 16't2'E 16.61, 1_84 .N77 53 47'E L82' L85 576.24'i3'E 2T.95' CURVE I DELTA I RADW LENGTH I TANGENT 000 BEARING3 04M CI 26.301", 250100' 115.68, 58.90' 815.06'05'E 114,65' C2 26.30'46' 250.00' 115.68, 58.90, $15'06'05'E 114.65' C3 29.43'27' 388.00 2OL29' 102.96' S19•07'39'W 199.04' C4 03.18'57' 610.27 35.32, 17.66' N32'19'64'E 35.31, C5 32'26'03' 610,27 345:46' 177.50' N14.27'24'.E 340.07'. C6 20'50'18'.. 250,00 910.92' 45.97' N74.08 35'W 90.42' C7 00.10'44' 766.00 112 49' 56.34' NO2•f9'45'E 112.39' CB 09'0041' 788.00 123.94' 62.10' NIO'55'27'E 123.81, C9 63 50'35' 250.00 278 57' 155 74' $56.52 P2'W 264,38' 10 06.33'59' 800.00 SIL6e, 45.69' NO51201291E 91 L 03'S0'''26.87, NOO-08'05'E 5Is 12 07.50'49' 600.00 68.48' 34,29, S87'55'i8'E 68.42' 13 hi. 09.n'45' 500,00' 61.12' ' 40.65' S88'38'46'E 01,03• 14 09.31'07' 488.00' 61,07' 40.63' 1N20'il'21'E 80.9815 14.04'ii' 250.00' 61,39' 30,85' S15.39'35'W 6 14'04'11' 250.an, 61.39' 30.85' SIS'39'34'W 61:24' LOT CURVE DATA WAVE I DELTA I RADAIS I LENGTH I TANGENT I CHORD BEARING ICHORD C17 89.56'38' 1 20.00' 31.40' 19.98' S43'KY59'W 28.27' Cfa 96'06138' 2"011 33.5511 22.26' N43.47'23'W - 29 75' CURVE DELTA RAD0.),S LENGTH. TANGENT .CI{ORD.BEARING CHORD.' C19 47'22'03' 55.00' ".45.47' - 24, 12' . N50'54'25'W 44:19' CZO 47'22'03' 25.00, 20.67, 10.97' ' S50'54'25'E 20.087 C21 63.26,26,. 62.50, 69.20, 38,63, S52.55'45'E '65.72' C22 63.26'26' 37.50, 41.52' 23.18, SU'55'45'E 39,43' C23 35.54'46' 25,00' 15,67' 9:10' - N77'00'43'E '15.41' C24 35'54'46' 55.00 34.47' r7.82' N77'00'43'E >33.91' C25 37.24'26' 37:50 24,48' 12..70' N77.45'33'E 24.05' C26 37.24'26'. . 67.50' 44,07' 22.e5' N77'45'33'E 43.29' C27 96.44'35' 27.50 46:43' 30:94' $24.02110,E 4I.W C28 96.44'35' 2.50 4,22' ` 2.61, N24'02'O'W 3.74' C291 66.39'39' 27.50 31.99' W8 09' NO@'59'42'W 30.22' CZOI 66'39'39'. 2,50 2.91' 1,64' S08'59'42'IE 2,75' C31 18.18'01' 22.50 719' 3.62, N81'33'28'W 7.16' C32 I6'18'0I' 47,50 A 17' 7.65' S81.33'28-E 15.11' Ia t •st t t' f t • I 9:104119•a E u • t L DESTROY,_ REMOVE NOTE SEE THE DEDICATION STATEM94T ON SHEET 3 OF 3 FOR NOTATIONS REGAFOING LOTS .15X AND I6X BLOCK I AND LOTS 24X.-25X AND 26X BLOCK 3.` SEE SHEET 3 OF 3 FOR ADDITIONAL. METES 116ll�XAR1AY/n A V OV9343:.H)DEiV8w1it,YtiiB B8. MOUND EMERALD BAY, LTD. rx 3204 Long Prairie Road, Suite A Flower Mound TX75022 n o uja (972) 539-0774 I_ z - fox (972) 539-866,5 1� Contact: Mr. Ken Proter Joo<i W 0, PREPARED BY: a ;-� GOOD a S A LelLd i 61 IN PROPOSED ASPHALT EDGE W1cH1TWAL BOUNDARY Lit 7= PROPOSED -^� - PROPOSED ASPHALT EDGE 60'ROW G - 20' RADIUS' y: T{ PROPOSED +" ,... EDGE OF PAVEMENT N ` 2 5� 7 24 ,` 24; v o -CRIE(VIEWD A ya �,. CpROSED CONCRETE PAVEMENT I I..� PR QED BLODCK3 BL0OT1 py a+ PROOPPOOSSED m DETAIL 3 N.T.S. _.__.. 4 CIVIL ENGINEERS - PLANNERS ~ SURVEYORS 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 Metro (817) 429-4373 e y fax (817) 446-3116 %) n Contact: Mr. 1Ml'att oodwin, P.E. p il�il..®� PLAT a-A9 5 a 2 OF E NEERAi ._1� BAY BEM 80.212 ACRES SnUATED n' UM A. P. LLOYD SURVEY, ABSTRACT No. 746 IN TM TOWN OF FLOV9R �MOUND, yD�E�N/'yTON COUNTY, TEXAS P. {}lr.Ml1R/lY\11111.,FNiu Dffit,1498 MATCH V v THIS PLAT FILED IN CABINET--- PAGE DATED 1999Filed for Record in- DENTOM COUNTY TX CLERK ' On Jan 18 2000 At 3:03pm Doc/NLIM 00-R0005344 Doc/Type PLA ' Recn'rding: 72.00 Doc/Mgmt : 6.00 Receipt #t: 2356 Deputy - MARY III CaJi k Pj RA/ ABBREVIATION LEGEND uES- uram &&liFNf DENOTES STREET NAME CHANGE. 0E. a,)NVE EA't3Elt( H b uE cPAalu;7 b urnm EM9E1(t BL BJiiDAl6 L]!E SU aE, b Rf.. SiT£LT. lm 9 P alU IAN tom AS3 b MA7NIFJUJtF El'F1tN1 E, b PE. VISIBITUY 6 Ph011 kIESS E.t4}f#1 vE, rlstanm Exa461rr MATCH I OF v r r� 20 > tj 21 22 ,'fir 44689 u, S�I 44669 S0. FT. ` _ 'm�l " �^ 1 N 88'12'40" E 240.00i �1 1 Sa. FT, ' f 44917 SO, FT. w w y4f 3 �, t, ' !_-=- _ --_� _ g 22 - 1 I� r,'4 �{ 11 1 19. 39 o y w �' •-y,\ \ C??4 t 7.5 >t� 9 da I A(O 7 44185 SH. FT. �� ,l 0 15 U.6 I (.--550.-09--- 1f85D� S ]01 3S ^-. _ a a 43560 60, iT `j R' � S 82" � � o�. $84?: "38 7 �� .-'•�Y '. .........e•✓ { I o� �� . 2 6g•3�i N 88'12�40' E 240.0 '- � .. '�' o� ]9 w SB `�� ? � w y,t § 5 u„ 6 1- 6 � 1 f5 2 \•' karoN. B-f20 ' ( _ '3585 80. FT. 44358 SO, FT. l�fo 1 10 14 ro 5 FAa. N \ .. to t n z iN 43596 SO. FT- ` ��4097�SO 'T \� 11 ( 1 o (a remaining portion I 25: zs �bg - ` �1` 43895 S0. FT, ��" �t } United States o America 43560 So, FT. ��� �J'`' _ '' f y \ { ,m1 i3�1 Lse s.l. g �.�` \ r RAC No B-13 A' M.8B161294 ezn. .-.-�i"t-`tI 89aa-43_E u'. -. Judgme t on Declaration 4 1 • _� TOPAZ f / 4. 16' S 82 •SO ` - "+ v 25�'Ea�. u E, �a7� f (� 4] I {, E yi = tP o Taking Number 3 ]6d ss` 7, CST �� o/ e zse 1 e s4Q° c.aH , 6� a 1s } tiled 6/25/52 i {N-88'12. 40. �E--240.0_ 418 So C 6M E. ate, i5' J 5 \•• �• yi it 14_B 15 `•"i"-Y 'w� NT>' T OF 100-YEAAPPROR FLOOD IMATE ZONE PER 43591 S0. FT /'� 25 x 25' �ee P \�� F.E. M. A. L.O.M,R. f7 d.� S tit 1roJ v.E. '�O` ( TYPICAL I j . A3560 S0. FT. �� 16 44547 S0. Fi,1l;, ,n jut r`.r8'8. r,� a-' / _6, G5789 S fT. •.,4: mNI�� 55028S0. Fr. ~,' v Gf `�-„f2 f 28`9, l l�/• �`jl is In t:� Nt I /m 4 435HH S0. FT. { N 88'12"40• E � P (® ,: �4� /t, 12 / ,/°m'.: n°im sve36. Tare-_ $6'oy,'., \ ---740 �0� a L-�!!PP" /1`'l� a535t SO, FT. ci ci �$`'�` 36. Ouc 4' ` / . % « n 09. o/'F, " 1 i i ui i 1 n--S2S,-23_"`/ n s4. !a �/ t:T.044 Li>\88''i2'40:..,E--t99�9P y , -,-I " '' -�3,I./{,',/) =a 7175 SO t 1 10 15'U. E. u,l 'Z n..F. o %I ( IS ',t2 .'7#T ..-�;;,,t d3560'. 50. FT. w m .., i w ni �'9� g(nv'/w on 30f0.f....�. ..-j��,^+3 y, / APPROXIMATE LIMIT OF __....-/ - � m d c n 1ST I m� fr - i .+ f''• 100-YEAR FLOOD ZONE ( TYPICAL) 4 m ~� 1 i �17, Im"'� /h' + / ✓ S'. s t \ \ (SEE NOTE 71 f 4 w I 1 i3 / !.' - ""-�'� 48e-�s t \ 4 (NOW SUPERSEDED BY A F.E.M. A. i `� 15 , 'xf o�otiM y L.O.M.R. EFFECTIVE 0I/10/00 ) q «Sd m( 45876 SO. FT. z• .ba2'�-T 4s46a so. PT. r:, { 1 ' I t 4AP57 SO. FT. w ,? I i ,p j' dot f' 110111 S0 FT. ,y� .'` 6 u f "^.• ^ `,•�,�✓ a I j 60535 SO, FT. p.'', wi 1o1 3't � .__ _._._...._..... 58'B.L i "-ram. ,�p \r// �'47 r° �. J✓/ Z ,q'.: u /��Yr/ tj 25 v ' Y E J LSB; B. CSk.E -"�f _ <`p :20NG X. A _._.,_._, 7 _____�ST' •� % 5!/f J/ ry 57�3 59Td1'29' f76__12`.--. 728'4 S0. FT. Patsy R. Smith 'o.E. / I _ '- -2 s.6o--T'-9ivzs 77- �i called 99,171 acre tract q _ e s.u.a.c,s .e"1` F /�j 1 1 L x m _ za' x zs' a o,'` r G.C.F. No. 97-R0001649 25.44'"s .Z e \A nC i P : R.P.R.D.C.T. 2'a. `80 J- --4151147 L; a -77- cr77� 1 ry � fU 4 y' ryryEtt• i gga�.,.ry m oR 23 . •,�94HF45 , FT, NOTE 3)'r/ f 0_- �. 6 6-C4A-34 FW. N i va .L. .NOTE 4 0 51569 So. FT. fl 22 u, 1 65851 $0, FT. \s" F� C� a rr H-134A-37 FW, 8-134A-32 rna. (a remaining portion ) United States of America ' TRACT No. B-134A' Judgment on Declaration of Toking Number 3 filed 6/25/52 ••"'---- APPROXIMATE LIMIT OF IOO-YEAR FLOOD ZONE Pf F.E.M.A. L.O.M.R. (TYPICAL ) APPROXIMATE LIMIT OF 100-YEAR FLOOD ZONE (TYPICAL) (SEE NOTE 7 ) (NOW SUPERSEDED BY A F.E.M.A, L.O.M.R. EFFECTIVE 01/10/00) MINI. tl"/34A 56 ry o SEE NOTE 4 j 1g. / .,1 APPROXIMATE LIMIT OF N, 59889 SO:\fi. 100 YEAR FLOOD ZONE PER \ •vrr �/ I F.E.M.A. L.O.M.R, (TYPICAL) o.BI',w7xrx a'' C� / i\ MON, 8-134A-31 A.P. LLOYD SURVEY LAC ! I � /4r � ,% . NOB- -8-1 ABSTRACT No. 746 _ J.M. RUIZ SURVEY ABSTRACT No. 1064 S W '49 42" W 471.60 (a remaining portion 1 W/PLASTIC CAP vz" I'n.F. \ ' United States of Americo L1/2' I.R.F. Ar 'TRACT No. B-1356' N 38156,12, E 3.a4') Volume 368, Page 520 APPROXIMATE LIMIT OF---...� ,t t D . R . D . C . 7 . i 100-YEAR FLO D ZONE TE (TYPICAL)(SEE (NOW SUPERSEDED BY A F.E.M,A. L.O.M.R. EFFECTIVE 01/10/001 �; ISO Pats R. Smith �1 Fredrick Lawson Turner y g' C� ' Exhibit B' tract 1 1 Volume 906, Page 723 �. A D,R,D.C.T. 3 rS�R "' .. __. C C.F. No. 97-R0001649 R.P.R.D.C.7. ) 1 OWNIMMEVIMPM BY: MOUND EMERALD BAY, LTD. 3204 Long Prairie Road, SuOe A Rower Mound, TX 75022 (972) 539-0774 fo% (972) S39.8664 Contact: Mr, Ken Prater u'o .i *, V �: _ G00JApt�yt�(V�V��ro1L��L�tl qq� qq 7777 �L'Y11LOe011i7iA Le1Le cs CIVIL ENGINEERS - PLANNERS -- SURVEYORS 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 Metro (817) 429-4373 fox (817) 446-3116 Contoct: IAL Matt Goodwin, P.E. Z M GRAPHIC SCALE 1"-100' 0 100 200 300 LINE SEARNG DISTANCE L17 $74.35'27'E 221.47' 1-18 NO2.46 34' E 174.12' U9 $02.46'34'W 179.73' L20 S74.35'27'E 179,09' L2i S27-13'24'E 51,67, L22 S07'31'24'E 71.02' L23 812' 16'47' W 49 A5' L24 N12')6'47'E 66.30, L25 N07.31'24'W 61.37, L26 N27'13'24'W 46,66' L27 N74-35'27'W 426,20' 1-28 $84'38'68'E 339.93, L29 S21.12'32'E 4K24' L30 S28.41.03'E 103.24' L31 N28'41 03'W 101.26' L32 N21. r2 32 W 42.87' L33 N64 38 56 W 340.66' L34 S85.01 54 E 248.45' L35 N59 03 20 E 53 40' L36 S83 32 14'E 54,44' L37 N83 32'14'.W - 71.48' 1-38 S59 03 20'W 53 40' L39 N85.01'54'.W 8.08, L40 - S21'40'16' W 176.70' L41 1,121.40'16-E 169.19, L42 N85•0I'54-W 215,05, L43 S86'01'10'E --.84.92' L44 375'49'42•E .67,55' L45 582.50'07'E 185.59, L46 N82.50 07'W 250,82, L47 -N86.OVFO'W 79.97' L48 NOI.50 42'W -233`.40' L49 N50' 18'10' E 59..61-' L50 S50'1810'W 71.48' 1-51 S01.50'42`E 226.14' L52 N77.29 58'E 88.31, L53 N89.17'31'E 47.17' L54 S72.24'27'E 21 08` L55 $24.20 07'W 46.01` L56 S42.19'32'E A6 95' L57 N42 L9 32 W 67 23' L58 N24 20 07' E 46 01' L59 N722427'W 21.08, L60 S89 17 31 W 44 59' L61 S77.29 58'W 90.45' L62 'S47.01'06'E 72.61' L63 S25.55'04'E 39.15, L64 $02-07'57`W L65 S85'49'16'W %87' 25.31, L66 S14'46'56'W 27.61, L67 N14.48'86E 2L27' L68 N46.52'09' W 11.79' L69 N57'04'20'W 14.46' L70 N66.10'47'W 12.96' L71 S65.04'13' W 2.23, L72 S46`31'52'W 38.58, 1-73 S41.10'43- W 40.31' L74 N76'24'13'W 17.49' L75 S77.53'47' W 17.76' L76 S33-16'12'W 24,72' 1.77 S43*06'42'Wi 39,71, L78 S53'26'38'W 7.65' L79 -S80'19'48'W 10.42' L80 N60.19'46' E 19.86' Let N53-26'36'E 15.88, L82 N43.06'42'E 44.12' Lea N33•16.12'E 16,61' L84 N77.53'47E 1,82' 1AN $76.24'13'E 27.95, >RV L OR. o � g FLOWERROAAW1Fm F PROJECT s LOCATION -+, WOOTA TRAL R HOE -A -WAY t-.., WADOW LAR, v V GR(1PEVY:E ' VfEW iON� / p '',. j'RESERVOtli x CURVE DELTA RADIUS LENGTH I TANGENT CHMSEARM I CWW CI 26'30'46' 250.00' lib 66' 50,90, S150605 E 114.65' C2 26-30'46' 250.00' 115 66, 50.90, S15 06'05 E 1141.651 C3 29.43'27 368 00' 201 29, 102 96' $19 07 39 W 199 04' 04 03'18'57 610.27' 35 32. 17.66' N32 19 54 E 35:31' CS 32.26'03. 610;27' 345.46' 177.80' NW'27'24'E 340.87' C6 20.50'18 250.00' 90,92' 45.97' N74t08'35'W 90.42' C7 08.10'44 788.00' 112.49' 56,34' NO2'19'45'E 112.39' C8 09'00'41 788 00' 123.94' 62.10, NIO•.55'27'E L23.61' C9 63 50'35 25000' 278 57' 155 74' $56 52'12 W 264,38' CIO 06 33,59 $00.00, 91.68' 45,69' N05*20'29 E 91.63' CII 03.50'50 800 00' 53 72' 26 87, NOO 06'05 E 53.71' Cr2 07 50'49 ` 500.00' 68 48.' 34 29' $87'55 t0 E 68.42' C13 09.17'45 500.00' 6IJ2' 40.65, S88'38'46-E SL03' C14 09'31'07' 488.00' 81.07' 40.63' N20.1121'£ eo.98'. cot 14.04*11' 250.00' -61.39, 30.85' $15139'35'W 6L24' C16 14.04'II' ' 250,00' 61.39, 30;65' $f5.39'34'W 61.24, CURVE DELTA I RADRS I LENGTH I TANGENT I qM BEARING CHIN C17 89'S6'38' I 20.00' 31,40' 19.98' S43 O 59'W 28.27' C18 96.06'38' 20(00' 33.55' 22.26' N43.47'23'W 29 t75' NAVE DATA CURVE I DELTA I RADIUS:' LENGTH TANGENT CIM BEARM 04M C19 47-22'03' 55.00' 45.47' 24.12' N50.54'25' W 44.19'. C20 47.22'03 25,00, 20.67, 10.97' S50'.54'25'E 20.08' C21 63 26,26, 62.50, 69.20, 38,63, S52'55'48-E 65.72, C22 63 26,26, 37.50, 41.82'.- 2338' S52'55'45E 39,43'. C23 35.54'46• 25.00, 15.671. 8.10, .N777'00'43`E -15.41' 'C24 $5 54-46 55 00, 34 47' 17 82' N77 00'43 E 33.91, C25 3724,26 37 50'. 24 48- 12 70, N77.45.33 E 24.05' C26 37 24 26' 67 50' 44 07' 22 85' N77.45 33 E 43`29' C27 96 4435 27 50' 46.43' 30.94' $24 02'10 E 41J1' C28 1 96'4435' 2 .50' 4.22' 2 .81' N24.02'10'W 7 ' 3. 4 C29 66.39'39 27."'l 31.99' 18.09, N08`59142'W 30 22' C30 6fi•39'39 2.50' 2.91' 1.64' 306'b9'42'E 2:75' C31 18•.18101 22.50'. 7.19' 3.62, N8i 33'26'W 7. te' C32 IB'IB'OI' 47.50' l5:17' 7.65' S81.33'28'E I Is It, BOtNQDAIN LIM DATA CENiERLM LM DATA U E BEARING DISTANCE LI N64 19,42'W : 113,33' L2 S48.51'26`W 184.51' L3 N76'38'30'W 67.41' L4 N75'09'18- W 98.44' L5 S24`12'52E 166.38, L6 N75.11'25'E 136.53, L7 S17.53'35'£ 233,17' LINE BEARING 0STANCE L8 NOi $0'42'W $5.94' L9 > N28 21'28':W 23.55' LIO SOI 50'42'E 11,78, L0 .S6918'36'W '14.34' L12 N24.56'55'E 44.43' LI3 S81.221VE 21.55, L14 S19't9'55'E ' 29.32, Lis $83'59'53'E 185.18' L16 N86'42'224E ' 34.31' 'v - S£CNEN TREE �. _.&9TF SEE SHEET 3OF 3 FOR ADDITIONAL NOTES UOZ- f OF Flff.RAID m « •' •v• s :1r 1 '1: A. P. LLoYD suRvLzy, Ammer No. 746 t 1• TOWN O.FLOWER MOUND, DENT!DENTON COUNTY,TEXAS 62RESMENTLALLO" r• E 1: •F• DENT ti,COUNTY THIS PLAT FILED IN CABINET-- PAGE-DATEO -MITCH LL, C ®1•= At 3:03pm Doc/Num : 00-ROB05344 Doc/T Recoin rdg: .00 Doc/Ngmt 72 6.00 Receippt tt: Deputy 2356 - MARY Cot fL 5 (>)r OWNERS _CERTIFICATE STATE OF TEXAS COUNTY OF DENTON WHEREAS MOUND EMERALD SAY, LTD„ acting BY and through the Undersigned, its duly authorized agent, is the sole owner of a tract of ]and situated in the A.P. Lloyd Survey. Abstract No. 746 in the Town of Flower Mound Denton Canty, Texas and being all of that certain tract of land described in a Special Warranty Deed to Mound Emerald Bay. Ltd. recorded in County Clerk's File Nn. 99--RD024820 of the Real Property Records of Denton County, Texas (RPR.D.C.T.), and being more particularly described by metes and bcunds as follows: BEGINNING at a 'P-K" nail found within Wichita Trail as traveled (width undetermined) at the common northwest caner of said Mtorxd Emerald Bay. Ltd. tract and the northeast corner of that certain called 99A71 acre tract of I" described in Exhibit 'C" of an Estate Distribution Deed to Patsy R. Smith recorded in County Clerk's File No. 97-R0001649• RPAD.C.T, said point being called in the north line of said A.P. Lloyd Survey and also being called a distance of 246925 feet from the northeast corner` thereof, from which a 'P-K" nail foul at the common no Ulwest corner of said Patsy R. Smith called 99.171 acre tract and the original northeast corner of The Landing, an addition to the Town of Flower Mond Denton County, Texas according to the plat thereof recorded in Cabinet L. Slide 3 of the Plat Records of Denton Canty. Texas (PRD.C.TJ bears South 88 degrees 09 minutes 18 Seconds West. a distance of 1658.03 feet THENCE North 88 degrees 09 minutes 18 seconds East, along the northerly line of said Mandl Emerald Bay, Ltd. tract. the called north line of said AP. Lloyd Survey and within said Wichita Trail as traveled at an approximate distance of 1160.4 feet departing said Wichita Trail as traveled continuing slag the northerly line of said Mound Emerald Bay, Ltd. tract, passing at a distance of 1289.70 feet a 1/2 inch iron rod found at the original Southeast caner of Wichita Creek Phase IL an addition to the Tam of Flower Mould Denton County, Texas according to the plat thereof recoiled in Cabinet L Slide IM PA.D.C.T- said 1/2 inch iron rod found being 4AI feet south of life. continuing along the northerly line of said Mond Emerald Bay. Ltd. tract for an overall distance of 1450.61 feet to a 1/2 inch iron rod set with a yellow plastic cap stamped 'Goodwin & Marshall". THENCE South 09 degrees 43 minutes 21 seconds East, aloe the easterly line of said Hand Emerald Bay. Ltd. tract, at a distance of 65.3 feet passing the approximate centerline of said Wichita Trail as traveledi continuing along the easterly line of said Moro Emerald Bay, Ltd. tract, at a distance of 9021 feet passing though a United States Army Caps of Engineers concrete monumait with brass disk (hereafter mfferred to as moument) found stamped TON B-117 61.85' 0/S', mid morxmant being shown on a survey of Grapevine Reservoir Segment B. Tract No. B-134-A and 8-134-8 as prepared by CF. Ballard Registers Professional Land Surveyor No. 1274. dated August. 1963 as being situated South 09 degrees 43 minutes 21 seconds East (Survey South 09 degrees 13 minutes East) a distance of 61.85 feet from a northwest corner of a remaining portion of -TRACT W. B-134A' as described in a Judgment on Declaration of Taking Kirfber• 3 filed June 25, 1952 in coidemration proceedings (Civil No. 611) in the District Cook of the United States for the Eastern District of Texas, Sherman Division to the United States of America continuing, along a common easterly line of said Mound Emerald Say. Ltd. tract and a westerly line of said United States of America TRACT W. B-134A remainder an overall distance of 484.09 feet to a monument fond stamped "MON THENCE, along the lire comnon to said Mound Emerald Bay, Ltd. tract ono mid United States of America TRACT W. 8 134A remainder the following Sorth 23 degrees 07 mirutes 32 seconds East a distance of 713,55 feet to a morxment found stamped "NON B-119% South 69 degrees 32 minutes 24 Seconds West. a distance of 426M feet to a monument found stamped NON 8-120^ South 29 degrees 24 minutes 09 seconds East, a distance of 62351 feet to a monument found stamped 'MON B-121 `, from which a United States Army Carps of Engineers concrete range monument with brass disk farad stamped 'MON SR-37" bears South I6 degrees 35 minutes 52 seconds East, a distance of 137.09 feet: South 65 degrees 25 minutes 55 seconds West, a distance of 1137.60 feet to a moument found stamped "MON B-122", said point being the apparent most easterly southeast comer of that certain tract of land described as 'Parcel No, I' in a Ouitclaim Deed to Frieda LOU Noble Leeds recorded in Volume 468, Page 541 of the Dead Records of Denton County, Texas (DAD.C.TJ, from which a 5/8 inch iron rod foul at the apparent northeast corner of said Leas Parcel No. I bears North 04 degrees 43 mihrtes 59 seconds West (Geed NORTH). a distance of 379.71 feet (Deed 379.7 feetk North 64 degrees 19 minutes 42 seconds West, a distance of 113.33 feet to a monument found stamped 13-134A-37`. South 48 degrees 51 minutes 26 Seconds West, a distance of 184.51 feet to a monment to" stamped 8-134A-36^ North 76 degrees 38 minutes 30 seconds West a distance of 67.41 feet to a monument fond stamped B-d34A-35 , North 75 degrees 09 minutes 18 seconds West a distance of 98.44 feet to a merune nt found stamped '8-134A-34^ Smith 24 degrees 12 minutes 52 seconds East, a distance of 166.38 feet to a mOn u aht ford stamped B-134A-33 , North 75 degrees 11 minutes 25 seconds East, a distance of 136.53 feet to a monument fend stamped 13-130-32^ South 17 degrees 53 minutes 35 seconds East. a distance of 233.17 feet to a monument found stamped 8-134A-31" and 8-135-B-1', said point being common to the most southerly southeast corer of said Mound Emerald .Bay. Ltd. tract. a southwest corner of said United States of America TRACT W. B-134A remainder, the northwest corner of a remaining portion of -TRACT W. B-L356' as described in a General Warranty Deed to the United States of America recoiled in Volume 368. Page 520, DAD.C.T. and a northeast corner of that certain tract of land described in Exhibit B" of the aforementioned Estate Distribution Deed to Patsy R. Smith score being the apparent most southerly southeast corer of said Frieda Lou Noble Leeds Pagel No, I and being called in the south line of the afomvienticed AP. Lloyd Survey, THENCE South 88 09 minutes 42 seconds West, along m the coma southerly lire of said Mound Emerald Ltd. tract and a northerly line of said Patsy R. Smith Exhibit B` tract. at a distance of 86 F feet (Deed 86.31 feet) passing through a 1/2 inch iron rod fond at a cannon northwest carer of said Patsy R. Smith Exhibit 'B" tract and the northeast corner of that certain tract of land described in a Quitclaim Deed to Fredrick Lawson Turner recorded in Volume 906. Page 723, DA.D.C.T, continuing along the common southerly line of said Marl Emerald Bay. Ltd, tract and the northerly lire of said Tureen tract, passing at a distance of 422.11 feet a 3/8 inch iron rod fourxf, said 3/8 inch iron rod farad being 0.67 feet north of line, continuing for an overall distance of 471.60 feet to a 1/2 inch iron rod set with a yellow plastic cap stamped "Goodwin & Marshall" at the conmdn southwest corker of said Hound Emerald Bay, Ltd. tract and the Southeast carer of the aforementioned Patsy R. Smith called 99.171 acre tract, from Which a 1/2 inch iron rod found tears North 38 degrees 56 minutes 12 seconds East, a distance of 324 feet THENCE .North 01 degrees 47 minutes 20 Seconds West (Reference Bearing - west line of that certain tract of land described in a Warranty Deed to Charles Edward Hasty recorded in Volume 1028. Page 56. DAD.C.T.1 departing the northerly line of said Turner tract along the canon westerly lire of said Mblrxd Emerald Bay, Ltd. tract and the easterly lire of said Patsy R. Smith called 99.171 acre tract passing at a distance of 2606.10 feet a 112 inch iron rod fond said 1/2 inch iron rod found be1yThWgt 0.75 Peet west of line, continuing for an overall distance of 2638.59 feet to the POINT CF BEGTNNING, delineating and ereuwassirg within these metes recited 80212 acres of land more or less, NOW, THEREFORE. KNOW ALL MEN BY THESE PRESENTS THAT, MOUND EMERALD BAY, LTD, acting by and through its duly authorized officer, does hereby adopt this plat designated herein as EMERALD BAY, an addition to the Tam of Flower Mond. Denton Canty, Texas. The easements shown hereon are t�er•�y reserved for the as indicated. Al] Streets, alleys and rights -of - way are hereby dedicated in fee =,W a to the Town of 7F MourW for municipal purposes. Lot 16X. Block i and Lot 25X. Block 3 are Hereby dedicated as lanckscape. wowing and pedestrian access easements, and are hereby dedicated in fee simple to the mandatory Wwow hers association for owwtershIP aril maintenance purposes. The Town of Flower Mound will maintain the walkways within Said Loth, 1§_X Block 1 and Lot y51L Block 3. Lot d5X. Block 1 and Lot2ggx. Block 3 are dedicated in fee simple f� am of Flower Mound as equestrI laxlscap% and triena" access aied leutr 5X, B i and�o 110 26X]Blodcre3�is�dedicate0 inn fee rd single to the Tom of Flower Mould as an man trailtead. Tte Tam of Flower Mound will be responsible for the maintenance of said �,9t.-26X. Bluxdc 3. The utllity and fire lane easerents (streets alleys, and camm areas) shall be open to the pub11G fire and police units, garbage and rubbish collection agencies and all pu011c and private utilities for each partiwlan use. No buildfngs, treeA shrbs on other funprovements ar growths shall be oastrux:ted recorr4Wcted or placed Lyon. over ar aaoss the urtilSty easements as storm. Said utility easements being hereby reserved for the mutual use and a:colmhodation of all public utilities using on desiring to use sane. All Snowy p-olic utility shall have the right to remove aril keep rrmaved all or parts of any buildings, fences, trees, shuts or other Lrprovements a grutths which in any way entlager or interfere with the ca5truction. maintenance or efficiency of its respective system on the utility easements and all public utilities shall at all times have the full right of irxgess and egress to and from and Lpon said utility easements for the purpose of Cbnl;itrridtiaL reconstructing. Srspectitlg, patrolling, maintaining and aiding to or removing all or parts of its respective systems without the necessity of procuring the Permission of anyone. Any public utility shall have the right of ingress ano egress to private property for the purposes of reading metes and any maintenance aril service required or ordinarily performed by that utility. This plat approved lest to all pia%H�ordinances, rules, regulations and resolutions of the Town of Flower Wound. /%-- LTD, a Texas limited partnership eital. Inc. a Texas corporation, its General Partner STATE OF TEXAS: r, COUNTY OF__.X124i7/ _7_ .: BEFORE ME, the urdtx•signed authority, on this day persoally appeared Kemeth D. Prater. known to me to be the person Muse nave is suiscr•ihed to the foregoing instrument and acknowledged to me that he executed the sane for the purpose Anil consideration therein expressed in the capacity therein stated and as the act and deed of Said partnership. GIVJ jN �tRDER MY HAND AND SEAL OF OFFICE on thhe.29...day L -/_ .. Not y lic in and for the st a of texas A GEORGANN M. HODGES My Commission Expires: � / O" NOTARY PUBLIC _ .._ - _ . State of Texas ?„SOP Cornrn. Exp. 09-30.2001 _ SURVEYORS CERTIFICATE This is to certify that L Tom Flaherty, a Registered Professional Land Surveyor of the State of Texas, nave platted the above subdivision from an actual ar-the-9r•and survey, and that all lot corners, angle points, and points of the curve shall be properly marked on the gourd and that this plat correctly represents that survey made py me or uhde my direction and supervision. �c9z- Ton Flaerty Registered Profession] LandSurveyor No. 5259 Goodwin & Marshall. Inc. 6001 Bridge Street. Suite 100 Fort Worth. Texas 76112 metro (817) 429-4373 �J I � /-VISIOB.STV Evrm~� 25 z 30 1 �. n N YESMILITY E41T.-" VIA i i I VISIBILITY EASEMENTS AM REWIRED Al ALL I 1 INTERSECTIONS. THESE EASEMENTS SHALL BE r --- MEASURED FRWI THE PRD&CTEO INTERSECTION 1 Of THE PROPERTY LINES. 30' X 30' VISIBILITY EASE.MENI IS REWIRED AT THE INTERSECTION OF CREEK VIEW DRIVE AND WICHITA TRAIL. ALL OTHER INTERSECTIONS REOUIRE 25' X 25' VISIBILITY EASEMENTS. TMCAL VMIBII.3TY EASM&ENT IS rAII. OIDIto BY: MOUND EMERALD BAY, LTD. 3204 Long Prairie Rood, Suite A Flower Mound, TX 75022 (972) 539,0774 fax (972) 539-866.5 Contact: Mr. Ken Prater G OODW IN- �1 A SHAJ-1. CIVIL ENGINEERS - PLANNERS - SURVEYORS 6WI Bridge Street, Suite 100, Fort Worth Texas 76112 Metro (817) 429-4373 fox (817) 446-3116 Contact: Mr. Matt Goodwin, P.E. yI28099 /,qua 1) THE BEARINGS SHOWN HEREON ARE REFERENCIED TO THE WESTERLY LINE (NORTH 01 DEGREES 47 MINUTES 20 SECONDS WEST) CF A TRACT OF LAND DESCRIBED IN A WARRANTY DEED TO CHAR ES EDWARD HASTY RECORDED IN VOLLlE 1028, PAGE 56 OF THE GEED RECORDS OF DENTON COUNTY. TEXAS. 2) THE &%IVEY ABSTRACT LINES SHOWN HEREON ARE APPROXIMATE AND ARE NOT LOCATED ON TIE GROUND. 3) A PORTION OF THE TRACT SHOWN HEREON IS SUBJECT TO RESTRICTIVE COVENANTS RIGHTS TERMS, EASEMENTS AND CODITIONSS AS STATED IN A QUITCLAIM DEED TO FRIEDA LOU NOBLE LEEDS AS RECORDED IN VOLUME- 468, PAGE 541 OF THE DEED RECORDS OF DENTON COUNTY, TEXAS. THE 'CROSS- RAIDED- AREA SFOWWN HEREON IS AN APPROXIMATION OF THE LOCATION OF THE LAWS SITUATED WITHIN SAID PORTION THAT LIE BELOW THE 572 CONTOUR. 4) THE 572 CONTOUR DEPICTED HEREON IS AN APPROXIMATE LOCATION AS TAKEN FROM AN AERIAL TOPOGRAPHIC SURVEY. THE SURVEYOR HAS NOT LOCATED THE 572 CONI" ON THE GROUND. 5) THERE ARE PORTIONS OF THE SUBJECT TRACT SIO N HEREON, OTHER THAN THOSE "CROSS -HATCHED. THAT APPEAR TO LIE BELOW THE 572 CONTOUR. 6) THE BOUDARY CORNERS SHOWN HEREON AS 'MON. ' ARE UNITED STATES ARMY CORPS OF ENGINEERS CONCRETE MONkENTS WITH BRASS DISK FOUR STAMPED AS SIGN. 7) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMAJ FLOOD INSURANCE RATE MAP No. 480777 0540 E. WITH AN EFFECTIVE DATE OF APRIL 2, 1997 THE SUBJECT TRACT SHOWN HEREON APPEARS TO LIE IN DESIGNATED 'ZONE A" AND "ZONE X'. ZONE A" IS DEFINED ON SAID MAP AS 'SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD. W BASE FLOOD ELEVATIONS DETERMINED'. ZONE X" IS DEFINED ON SAID MAP AS OTHER AREAS, AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOOPL.AIN'. TIC APPROXIMATE LIMITS OF SAID ZONES AS DEPICTED HEREON ARE AS SCALED FROM SAID MAP. THE SURVEYOR HAS NOT LOCATED THE FLOOD ZONE LIMIT ON THE GROUO. FLOOD ZONE SHALL BE SUBJECT TO REVISION/REMOVAL BASED ON FINAL LETTER OF MAP REVISION FROM F.E.MA.. 8) ALL INTERIOR LOT CORNERS ARE 1/27 IRON RODS SET WITH A YELLOW PLASTIC CAP STAMPED 'GOODWIN & MARSHALL 9) THE SPECIMEN TREES SHOWN HEREON ARE AS FIELD TIED IN SEPTEMBER, 19%. ft'IC- � J'E N TiET: SPE'�'m1RMEt THEENOTE O ECTLY, SHALL CUT DOWN. DESTROY, REMOVE :$TROY TF(Ol1Gif DAMAGING, ANY TREE TREE ON THIS RECORD PLAT WITHOUT EMT UTILITY CERTIFICATE THIS PLAT CORRECTLY PRESENTS THE REGUSRHO EASEMENTS FOR THIS DEVELOPMENT. BY1 T£�['%)�J'l GENERAL TELEPHONE (GTE) _ Y - _.._L.,_(7. SOUTHWESTERN BELL TO ELECTRIC/LONE STAR GAS DENTON COUNTY ELECTRIC TC1 CABLEVISION 0pF FLot"'tt., ..... .ti��,, RECORD PLATOF SEAL EMERALD BAY =~ BEm 80.212 ACRES SrIVAIMIN A. P. LLOYD SURVEY, ABSTRACT No. IN nE TOWN OF FLOWER MOUND, DENTON COUNTY, TEXAS 62 RESEFI Tt7AL LOTS DBICE148M 19% THIS PLAT FILED IN CABINET -__.._.PAGE for Record in: COUNTY TX MITCHkLL, COUNTY Jan 18 2000 At 3:03pm um : 00-R0005344 ecording: oc/Mgmt : eceipt 0, Deputy - 19ARY PRINCE ED _ WA R-50,43„ COURT ' �q L=518 v 63'21'12" E N=49.6� Ct f APPROXIMATE LIMIT OF 100-YEAR FLOOD ZONE PER EMERALD BAY `"• F.E.M.A. L.0_M.R. (TYPICAL ) CAB. R, PG . I73 `� SE CU X' rry ca�cR� rE ' � Tr SET o. z �otn�rrooP v rr� n r i' (SEE NOTE 3 ) P.R.D.C.T. wt aPA�enr�hrr �� EMERALD BAY !�a t"•..•.: J j CAB. R, PG. 173 P.R.D.C.T. '� Z0N x. •ri. j 9 1 i ZONE f 09 V PINT (JF , ,� LU / M'� EMERALD BAY j= dj'. (a remaining portion ) BEGINNING401 CAB. R, PG. 173 �?0 � F ` United States of America CUT 'x' IN eaMcRErE P.R.D.C.T. "TRACT No. B-134A' SET O. i' ONTO PAVEMENr t �:� � � p 77R � Judgment on Declaration N 15 `25'�8" E / �` � 5 Z o N Q, 92, 225 SO . FT . r' of Taking Number 3 58.7p' __j" BLOCK 3 filed 6/25/52 A= 09 3107 ' � l { � 1 1 =�0{i .00f5' 27^ 4 > -- 7q • R-55.00' 1,=83.07' e "-?4 3527- - 17,909,7 T-za 12 T A .63' 4 C8=,S 50 54'25' E H C1 2€�'3121"'E`i CH�44.19. f�+=82.97`' q' CA8 b'E p 4 / aQ P. p p 173� �- _ �70Ns' N 2 ' / ♦ It A= 47'22'03" - ,i��j^ 44.4 �' CUT 'X' 1N CONCRETE 19R R=25.�' f 6 r ✓ 9 1�' i bA(j, +� \ i Sf_7 O. l' ONTO RAVEME'Nr a'�. �.-'. �`"�..� P „ i i J �+ry L=20.67' x �\ F'p�F v — p.R.b.0 T .i7� >\ A= 18 21;04 t �5, 344 SO . FT . TCB-1S•950 5a'25" E 1s' R=262,(M; f CH-20.08' a. °� 1 Cqg. ' & UE i _ / rg. BLOCK 3 PG T-4 ^T eA C9 Q; i� Q v RRp-C. i 173 `"• -MON. B-121 34 °Q7'"f" I ALIT 1 ND. "'� ./ CONCRVr SET� i C20R �� `� Y.00 f� 677175 SQ. FT. sr�9c� BLOCK 3 � X ---- z©nfE A � EMERALD BAY ''`l~ *' ® ZONE X CAB, R, PG. 173 ® ~— P.R.D.C.T. .-----APPROXIMATE LIMIT OF-----*: 100-YEAR FLOOD ZONE PER ; , F.E.M.A. L.O.M.R. r ( (TYPICAL) r� A � (SEE NOTE 3 ) 30 j� MOUND BAY, 2612 • • Prairie Road,e B Flower Mound, 539-0774 fax * • :.. Contacti Mr. KennethD. Prater OVINIED/D EVE([.. PEP B Y- K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD 2612 Long Prairie Road Flower Mound, TX 75022 (972)539-0774 fax (972)539-8665 Contact. Mr. Kenneth D, Prater (a remaining portion ) United States of America 'TRACT No. B-134A' Judgment On Declaration of Taking Number 3 filed 6/25/52 SHALL CIVIL ENGINEERS - PLANNERS l•- SURVEYORS 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 Metro (817) 429-4373 fax (817) 446-3116 Contract; Mr. Matt Goodwin, P.E. M 0 GRAPHIC SCALE 1 60' 0 60 120 180 PROJECT LOCATION LARK z .05 N a 0 FLOWFR MOUND ROAD WICHITA TRAIT. HA R80 VIEW V ll(C N.T.S. Y ABBREVIATION LEGEND I D.E. UTILITY EASEWNT D.E.. DRAINAGE EASEMENT D: & U.E. DRAINAGE & UTILITY EASEMENT B L. BUILDING LINE S.UII.C. & ME. STREET, UTILITY, DRAINAGE. CONSTRUCTION & MAINTENANCE EASEMENT V.E. VISIBILITY EASEMENT NOTE; ALL PERIMETER BOUNDARY CORNERS FOR THE SUBJECT TRACT SHOWN j HEREON ARE 1/2" IRON RODS WITH A YELLOW PLASTIC CAP STAMPED! "GOODWIN & MARSHALL" SET PREVIOUSLY UNLESS NOTED OTHERWISE. SEE SHEET 2 OF 2-FOR ADDITIONAL. NOTES a of ) so Cf, (20'7 -!s �,gaa.sA THE PURPOSE OF THIS AMENDED PLAT IS TO RECONFIGURE LOT 17R, LOT 19R AND LOT 20R, BLOCK 3. r Alm EIS RECORD PLAT A RECORD PLAT OF LOTS 17R, 19R AND 20R, BLOCK 3, EMERALD BAY, l V/.L-pT I SHEEPi im BEING AN ADDMON TO THE TOWN OF FLOWER MOUND, DENTON Filed for Record in: DENTON COUNTY TX 1i:4 • 1:! • • LOTS' AND 20, BLOCK EMERAWBAY, AN ADDMON TO THE TOWN OF FLOWER. MOUND, On Nov 07 2000 11 At 8*21am DENTON COUNTY, TEXAS. ACCORDING TO TM THE PLAT RECORDED IN Receipt #: CABINET ♦ PAGE 173,, OF • • RECORDS • • i • • COUNTY. h BEING PutY Jane # t '• IN THE TOWN OF • t • ®'' •COUNTY, RESIDENTIAL LOTS !!! OWNER'S CERTIFICATE STATE OF TEXAS: COUNTY OF DENTON: NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: WHEREAS, MOUND EMERALD BAY, LTD. and K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD, acting by and through the undersigned, their duly authorized agents, are the sole owners of a tract of land situated in the A.P. Lloyd Survey, Abstract No. 746 in the Town of Flower Mound, Denton County, Texas being all Lots 17, 19 and 20, Block 3 of Emerald Bay, an addition to the Town of Flower Mound, Denton County, Texas according to the plat thereof recorded in Cabinet R, Page 173 of the Plat Records of Denton County, Texas, said Lot 17, Block 3 being all of that certain tract of land described in a Warranty Deed with Vendor's Lien to K & H Homes, Ltd. dba Riverstone Custom Homes by Howard recorded in Volume 4594, Page 1176 of the Real Property Records of Denton County, Texas (R.P.R.O.C.T.) and said Lots 19 and 20, Block 3 being a portion of that certain tract of land described in a Special Warranty Deed to Mound Emerald Bay, Ltd. recorded in County Clerk's File No. 99-R0024820, R.P.R.O.C.T., and being more particularly described by metes and bounds as follows: BEGINNING at a cut 'X" in concrete pavement set 0.1 foot west of the east edge of said concrete pavement An the line common to an easterly Right -of -Way (R.O.W.) line of Beachview Drive (a 24 foot R.O.W. according to said plat of Emerald Bay) and a westerly line of said Block 3 of Emerald Bay, same being the common northwest corner of said Lot 19 and the southwest corner of Lot 18 of said Block 3 of Emerald Bay; THENCE South 74 degrees 35 minutes 27 seconds East, departing the line common to an easterly R.O.W. line of said Beachview Drive and a westerly line of said Block 3, along the southerly line of said Lot 18, a distance of 237.65 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "Goodwin & Marshall" previously set (hereafter referred to as 1/2 inch capped rod) at the southeast corner of said Lot 18; THENCE North 02 degrees 46 minutes 34 seconds East, along the easterly line of said Lot 18, a distance of 190.73 feet to a cut ­X" in concrete pavement set 0.2 foot north of the south edge of said concrete pavement in the line common to the southerly R.O.W. line of Prince Edward Court (a cul-de-sac at this point according to said plat of Emerald Bay) and a northerly line of said Block 3 at the most easterly northeast corner of said Lot 18, same being the point of curvature of a non -tangent circular curve to the left having a radius point that bears North 02 degrees 46 minutes 34 seconds East. 50.50 feet: THENCE northeasterly, along the line common to the southerly R.O.W. line of said Prince Edward Court, a northerly line of said Block 3 and said non -tangent circular curve to the left, through a central angle of 58 degrees 50 minutes 43 seconds, an arc length of 51.87 feet and having a chord that bears North 63 degrees 21 minutes 12 seconds East, 49.62 feet to a cut 'X" in concrete pavement set 0.2 foot northwesterly of the southeasterly edge of said concrete pavement at the southwest corner of Lot 16 of said Block 3 of Emerald Bay; THENCE South 56 degrees 04 minutes 09 seconds East departing the line common to the southerly R.O.W. line of said Prince Edward Court and a northerly line of said Block 3, departing the previous circular curve to the left radially, along the southerly line of said Lot 16, a distance of 563,18 feet to a United States Army Corps of Engineers concrete monument with brass disk found stamped "MON B-121" at the corner common to an inner corner of a remaining portion of "TRACT NO. B-134A" as described in a Judgment on Declaration of Taking Number 3 filed June 25, 1952 in condemnation proceedings (Civil No. 611) in the District Court of the United States for the Eastern District of Texas. Sherman Division to the United States of America and the southeast corner of said Lot 16: THENCE South 65 degrees 25 minutes 55 seconds West, along the line common to a northerly line of said United States of America TRACT NO. B-134A remainder and a Southerly line of said Block 3, a distance of 698.87 feet to a 112 inch capped rod at the southeast corner of Lot 21 of said Block 3 of Emerald Bay; THENCE North 46 degrees 42 minutes 02 seconds West, departing the line common to a northerly line of said United States of America TRACT NO. B-134A remainder and a southerly line of said Block 3, along the northeasterly line of said Lot 21, a distance of 308.14 feet to a cut "X" in concrete set in the line common to the easterly R.O.W. line of said Beachview Drive and a westerly line of said Block 3 at the northeast corner of said Lot 21, same being the point of curvature of a non -tangent circular curve to the left, having a radius point that bears North 46 degrees 42 minutes 02 seconds West, 262.00 feet; THENCE, along the line common to the easterly R.O.W. line of said Beachview Drive and the westerly line of said Block 3 the following: northeasterly, along said non -tangent circular curve to the left, through a central angle of 18 degrees 21 minutes 04 seconds, an arc length of 83.92 feet and having a chord that bears North 34 degrees 07 minutes 27 seconds East, 83.56 feet to a cut "V" at the easterly edge of concrete pavement at the point of tangency: North 24 degrees 56 minutes 55 seconds East, a distance of 44.43 feet to a cut "X" in concrete pavement set 0.1 foot west of the east edge of said concrete pavement at the point of curvature of a circular curve to the left, having a radius of 500.00 feet: northeasterly, along said circular curve to the left, through a central angle of 09 degrees 31 minutes 07 seconds, an arc length of 83.07 feet and having a chord that bears North 20 degrees 11 minutes 21 seconds East, 82.97 feet to a cut "X" in concrete pavement set 0.1 foot west of the east edge of said concrete pavement at the point of tangency; North 15 degrees 25 minutes 48 seconds East, a distance of 58.79 feet to the POINT OF BEGINNING, delineating and encompassing within these metes recited 254,744 square feet or 5.848 acres of land, more or less. 1 1511 1 1 11 1 ;:111 1 : iiiii: i 1 1 i i 1: 11 1 MOUND EMERALD BAY, LTD. 2612 Long Prairie Road, Suite B Flower Mound, TX 75022 (972) 539-0774 fax (972) 539-8665 Contact: Mr. Kenneth D. Prater OWN ED/DEVMOPED BY: K & H HOMES, LTD, dba KA RIVERSTONE CUSTOM HOMES BY HOWARD 2612 Long Prairie Road Flower Mound, TX 75022 (972) 539-0774 fax (972) 539-8665 Contact: Mr. Kenneth D. Prater THAT, MOUND EMERALD BAY, LTD. and K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD, acting herein by and through their duly authorized officers, do hereby adopt this plat designated herein as LOTS 17R, 19R AND 20R, BLOCK 3, EMERALD BAY, an addition to the Town of Flower Mound, Denton County, Texas. The easements shown hereon are hereby reserved for the purposes as indicated. All streets, alleys and rights -of - way are hereby dedicated in fee simple to the Town of Flower Mound for municipal purposes. The utility and fire lane easements (streets, alleys, and common areas) shall be open to the public, fire and police units, garbage and rubbish collection agencies and all public and private utilities for each particular use. No buildings, trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the utility easements as shown. Said utility easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the utility easements and all public utilities shall at all times have the full right of ingress and egress to and from and upon said utility easements for the purpose of construction, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity of procuring the permission of anyone. Any public utility shall have the right of ingress and egress to private property for the purposes of reading meters and any maintenance and service required or ordinarily performed by that utility. I This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Flower MOUND EMERALD BAY, LTD., a Texas limitell partnership By: JAound Ealerald Capital, Inc.,_Texas Texas corporation. its General Partner L. Kathryn Perry, Vice president - K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD STATE OF TEXAS: COUNTY OF_'k ,j�tr40jg_ : BEFORE ME, the undersigned authority, on this day personally appeared L. Kathryn Perry, Vice President of Mound Emerald Capital, Inc., a Texas corporation, General Partner of MOUND EMERALD BAY, LTD., a Texas limited partnership, known to me to be. the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purpose and consideration therein expressed, in the capacity therein stated, and as the act and deed of said partnership. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the -.5—day of_&hP AVw 2000. Of Notary Publin and for the State Texas '00 GEORGANN Akt FS NOTARY PUBLIC J My Commission Expires: State Of Texas STATE OF TEX 16COMM. EXP. 091 ,.,AS: COUNTY OF _"Afr BEFORE ME, the undersigned authority, on this day personally appeared L. Kathryn Perry, Vice President of K & H HOMES, LTD. dba RIVERSTONE CUSTOM HOMES BY HOWARD, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purpose and consideration therein expressed, in the capacity therein stated, and as the act and deed of said corporation. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the day of 2000. GEO TAR M. HODGES NOTARY PUBLIC rK-yPub] in and W(it-al F_f? thIt 1� State of Tons s D 1 Comm E- 09-30-2001 1) THE REFERENCE BEARINGS FOR DIRECTIONAL CONTROL USED HEREON ARE THOSE CITED ON THE PLAT OF EMERALD BAY RECORDED IN CABINET R, PAGE 173 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 2) THE BOUNDARY CORNERS SHOWN HEREON AS "MON. ..." ARE UNITED STATES ARMY CORPS OF ENGINEERS CONCRETE MONUMENTS WITH BRASS DISK FOUND STAMPED AS SHOWN. 3) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.) LETTER OF MAP REVISION (L.O.M.R.). WITH AN EFFECTIVE DATE OF JANUARY, 10, 2000 THE SUBJECT TRACT SHOWN HEREON APPEARS TO LIE IN DESIGNATED "ZONE A" AND "ZONE X". THE F.E,M.A. FLOOD INSURANCE RATE MAP (COMMUNITY No. 480777 0540 E, MAP No. 48121CO540, E, WITH AN EFFECTIVE DATE OF APRIL 2, 1997) DEFINES "ZONE A" AS "SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD, NO BASE FLOOD ELEVATIONS DETERMINED". "ZONE X" IS DEFINED ON SAID MAP AS "OTHER AREAS, AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPI THE APPROXIMATE LIMITS OF SAID ZONES AS DEPICTED HEREON ARE BASED ON A FLOOD STUDY PERFORMED BY GOODWIN & MARSHALL, INC. IN CONNECTION WITH SAID L.O.M.R_ THE SURVEYOR HAS NOT LOCATED THE FLOOD ZONE LIMIT ON THE GROUND. 4) ALL INTERIOR LOT CORNERS ARE 1/2", IRON RODS SET WITH A YELLOW PLASTIC CAP STAMPED "GOODWIN IS MARSHALL". My Commission Expires: TOWN OF FLOWER MOUND SURVEYOR'S CERTIFICATE This is to certify that I, Tom Flaherty, a Registered Professional Land Surveyor of the State of Texas, have platted the above subdivision from an actual on -the -ground survey, and that all lot corners, angle points, and points of the curve shall be properly marked on the ground and that this plat correctly represents that survey made by me or under my direction and supervision. GGODWW,,_ MARS HALL - CIVIL ENGINEERS — PLANNERS ~ SURVEYORS 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 Metro (817) 429-4373 fax (817) 446-3116 Tom Flaherty Registered Professional Land Surveyor No. 5259 Mayor, Lori - - Luca Goodwin & Marshall, Inc. ILL �8_ _off 6001 Bridge Street, Suite 100 To&_n­Secr65Fy, Paula Law�r6n!10A-614-(2�--- Fort Worth, Texas 76112 metro (ol/) Ae�3-4d/j THE PURPOSE OF THIS AMENDED PLAT C) IS TO RECONFIGURE LOT 17R, LOT 19R AND LOT 20R, BLOC g;- .. .... 0 AMENDED RECORD PLAT S A RECORD PLAT OF % SHEET 2 OF 2 LOTS 17R, 19R AND 20R, BLOCK 3".,,* ........... EMERALD BAY, d TEXAS, AN ADDITION TO THE TOWN OF FLOWER MOUND, DENTON COUNTY, TEXAS, BEING AN AMENDMENT OF LOTS 17, 19 AND 20, BLOCK 3, A MITCHiELL, COUNTY On Nov 07 2000 EMERALD BAY, AN ADDITION M THE TOWN OF FLOWER MOUND, At 8:21am DENTON COUNTY, TEXAS, ACCORDING M IM nffl PLAT RECORDED IN Receipt #: 45368 CABINET R, PAGE 173, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS ecoraing: 46 00 oc�m Mt : 6 B8c N 2000 :00 epu -140107740 BEING 5.QA8 ACRES srruATm IN THE Jane A. P. LLOYDSURVEY, APSTRACT' No. 7AA X-14.0 J, IN THE TOWN OF FLOWER MOUND, DENTON COUNTY, TEXAS-, 3 RESIDENTIAL` LOTS Contact: Mr. Matt Goodwin, P.E. AUGUST, 2000 1 1110TIMIKU"M MAC! 7 EMERALD BAY CAB. R, PG. 173 P.R.D.C.T. EMERALD BAY CAB. R, PG. 173 P.R.D.C.T. PEACEFUL COVE y­ L=11723' T=116.17' 44 CB--S 74 048'48" E —92.63' Cur % CH IN CONCRE7E SE T 4 9 O/V TO P,4 V� — "VEN EMERALD BAY CAB. R, PG. 173 clu .5 Q P.R.D.C.T. /tom-E 0 15'U 6- EMERALD BAYO I CAB. 58' B.L. CAB. R, PG. 173 R PG. 173 Lu 73 P CAB, R, PG. 1 P.R.D.C.T.. A.D C.T. cvt P.R.D.C.T. cT 7 cat Z/ R --CAS25 D& E C11D - R PG', 7 6§ �I_S(;E_ 1�) A= 63*26'26" CUF 3 P-62.50' C L=69,20' 7i3_ 547T 0. 4VCRE rE 64 P. 58 ONrO Pj VEMEIV7�-- S f BLOCK 3 T-381 63' c:3*, CH=6532' Fi--59827' LUE `A=- 08 *49'38" E 102 CB�S 52'55'45' E 789 35S78r — L--92.17' I CAB' R. PG-'1�3 3Z- EIRBIC T T=46.18' 18S-U,D,C.&M.E. CAB. R. PG. 173 .0' 2CB=02 *39'2" 'E P R.D�C�T, R=363 S 21'232E Di=92.08' 13R L=4152' 4124' T=23.18* REVROU�S E CUT 'V' ATE03EOF - (�L_ICT LINE ETD CB�S 52*55*45' E CONCRETE PA VEMI T SE 04=39,43' 6 1 . 1?f 0 > BLOCK 3 5 N 01 '45'37" wL----,- CAB, R, PG. 473 58' B.L. �A - otj 12.5 & 58A7' P.R.D.C.T.' 7 Tp� N _� — _�W co qsuoo _rL I 4 14'1 ii - ._ __ -Z -L __)� . .............. POIN71 396 .�7 NIE 1;� (a remaining portion 72' F --r __Z:--�=SNE I f— 'UNGI -- BEGDU 15'0 E. 7_73E AT EDGE OF 18 iL CAB� R PG. 17,3­1 j�,I+--7-5� United States of America Pp,D-C-T. S 28 -4 1 '03 E 'TRACT No. 13— 134A'Nt , 23.56 --MON. 13-IPO Judgment on Declaration EMERALD BAY FAIR CAB. R, PG. 173 CC§R� 10), of Taking Number 3 P.R.D.C.T. � _T filed 6/25/52 Lu C41::5�7 4O. 900 LU T BLOCK 3 -.,---APPROXIMATE LIMIT OF 0 C4 100-YEAR FLOOD ZONE PER B.L. :E cc F.E,M.A. L.O.M.R. (TYPICAL) EMERALD BAY CAB. R PG. 173 (SEE NOTE 3 CAB. R, PG. 173 P.R.O.C.T. P.R.D.C.T. <) N R> Gy v _-A= 7B *34'36" -A M S GRAPHIC SCALE I-= 60' 0 60 120 180 U.E UTILITY EASEMENT Of. DRAINAGE EASEWNT 0. & Uf. DRAINAGE & UTILITY EASEMENT B.L.BUILDING LINES I U.O.C. 6 ME. STREET. UTILITY, DRAINAGE, CONSTRUCTION & MAINTENANCE EAS111ENT VE. VISIBILITY EAS04M NOTE; ALLPERIMETERBOUNDARY CORNERS FOR THE SUBJECT TRACT SHOWN HEREON ARE 1/2" IRON RODS WITH A YELLOW PLASTIC CAP STAMPED "GOODWIN & MARSHALL" SET PREVIOUSLY UNLESS NOTED OTHERWISE. [_qff:SH-ff E-T-2_6F_ _2 FOR ADDITIONAL NO CU CUT ' V' A T EDGE OF' -E PA VEMEN T SET THE PURPOSE OF THIS AMENDED PLAT T=4f., CONCRE7 IS TO RECONFIGURE LOT 11R, LOT 13R AND LOT 15R, BLOCK 3.* �A -a3=N-55 *5 W PRINCE EDWARD 35 --63.9(��\4 CH COURT ........ AMENDED RECORD PLAT A RECORD PLAT OF LOTS 1 IR, 13R AND 15R, BLOCK 3, EMERALD BAY CAB. R, PG. 173 BAY EMERALD P.R.D.C,T. \AN ADDITION TO THE TOWN OF FLOWER PREPARED BY- BEING AN AMENDNffM OF LOT. 04ML&LD BAY, AN ADDMON TO TH OVIMBD/DEVELOPED BY: G G(CYJDWIN /5 DENTON COUNTY, TEXAS, ACCORDING' 6 f�,` z 1--i if CAIBRqLrr P., PAGE 173, OF THE PLAT ".a MOUND EMERALD BAY', LTD. ---MARSHALL BEING 4.197 ACRES 2612 Long Prairie Road, Suite B CIVIL ENGINEERS — PLANNERS — SURVEYORS A. P. LLOYD SURVEY,, Flower Mound, TX 75022 (972) 639-0774 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 10/ 6-1 L IN TBE fax (972) 539-8665 Metro (817) 429-4373 TOWN OF FLOWER MOUND, 11 Contact: Mr, Kenneth D, Prater fax (817) 446-3116 3 RESIDENTIA] Contact: Mr. Matt Goodwin, P.E. AUGUST, 2 I SHEEP 1 OF 2 OWNERS CERTIFICATE STATE OF TEXAS: COUNTY OF DENTON: G qvo NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: V5 U 1 WHEREAS, MOUND EMERALD BAY, LTD., acting by and through the undersigned, its duly authorized agent, is the sole owner of a tract of land situated in the A.P. Lloyd Survey, Abstract No. 746 in the Town of Flower Mound, Denton County, Texas being all Lots 11, 13 and 15, Block 3 of Emerald Bay, an addition to the Town of Flower Mound, Denton County, Texas according to the plat thereof recorded in Cabinet R, Page 173 of the Plat Records of Denton County, Texas, said lots being a portion of that certain tract of land described in a Special Warranty Deed to Mound Emerald Bay, Ltd. recorded in County Clerk's File No. 99-ROO24820 of the Real Property Records of Denton County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a cut "V" at the east edge of concrete pavement set in the line common to an easterly Right -of -Way (R.O.W.) line of Beachview Drive (a 24 foot R.O.W. according to said plat of Emerald Bay) and a westerly line of said Block 3 of Emerald Bay, same being the common southwest corner of said Lot 13 and the northwest corner of Lot 14 of said Block 3 of Emerald Bay; THENCE North 01 degrees 45 minutes 37 seconds West, along the line common to an easterly R.O.W. line of said Beachview Drive and a westerly line of said Block 3, a distance of 58.47 feet to a cut "V" at the east edge of concrete pavement set at the point of curvature of a circular curve to the right, having a radius of 598.27 feet; THENCE northeasterly, along the line common to an easterly R.O.W. line of said Beachview Drive, a westerly line of said Block 3 and said circular curve to the right, through a central angle of 08 degrees 49 minutes 38 seconds, an arc length of 92.17 feet and having a chord that bears North 02 degrees 39 minutes 12 seconds East, 92.08 feet .to a cut "X" in concrete pavement set 0.1 foot west of the east edge of said concrete pavement at the southwest corner of Lot 12 of said Block 3 of Emerald Bay: THENCE South 84 degrees 38 minutes 58 seconds East, departing the line common to an easterly R.O.W. line of said Beachview Drive and a westerly line of said Block 3, departing the previous circular curve to the right non -tangent, along the southerly line of said Lot 12, a distance of 237.89 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "Goodwin & Marshall" previously set (hereafter referred to as 1/2 inch capped rod) at the southeast corner of said Lot 12; THENCE North 05 degrees 21 minutes 02 seconds East, along the easterly line of said Lot 12, a distance of 214.46 feet to a cut "X" in concrete pavement set 4.9 feet north of the south edge of said concrete pavement in the line common to the southerly R.O.W. line of Peaceful Cove (a 24 foot R.O.W. at this point according to said plat of Emerald Bay) and the northerly line of said Block 3 at the northeast corner of said Lot 12, same being the point of curvature of a non -tangent circular curve to the left having a radius point that bears North 81 degrees 41 minutes 29 seconds East, 50.50 feet; THENCE southeasterly, along the line common to the southerly R.O.W. line of said Peaceful Cove, a northerly line of said Block 3 and said non -tangent circular curve to the left, through a central angle of 133 degrees 00 minutes 34 seconds, an arc length of 117.23 feet and having a chord that bears South 74 degrees 48 minutes 48 seconds East, 92.63 feet to a 112 inch capped rod at the most westerly southwest corner of Lot 10 of said Block 3 of Emerald Bay; THENCE South 51 degrees 19 minutes 05 seconds East, departing the line common to the southerly R.O.W. line of said Peaceful Cove and a northerly line of said Block 3, departing the previous circular curve to the left radially, along the southwesterly line of said Lot 10, a distance of 361.51 feet to a 112 inch capped rod at the most southerly southwest corner of said Lot 10; THENCE South 84 degrees 38 minutes 58 seconds East, along a southerly line of said Lot 10, a distance of 140.15 feet to a 1/2 inch capped rod at the most southerly southeast corner of said Lot 10, same lying in the line common to a southerly line of said Block 3 and a northerly line of a remaining portion of "TRACT NO, B-134A" as described in a Judgment on Declaration of Taking Number 3 filed June 25, 1952 in condemnation proceedings (Civil No. 611) in the District Court of the United States for the Eastern District of Texas, Sherman Division to the United States of America; THENCE South 69 degrees 32 minutes 24 seconds West, along the line common to a southerly line of said Block 3 and a northerly line of said United States of America TRACT NO. 8-134A remainder, a distance of 397.36 feet to a United States Army Corps of Engineers concrete monument with brass disk found stamped "MON B-120'; THENCE South 29 degrees 24 minutes 09 seconds East, along the line common to an easterly line of said Block 3 and a westerly line of said United States of America TRACT NO. B-134A remainder, a distance of 137.60 feet to a 112 inch capped rod at the most northerly corner of Lot 16 of said Block 3 of Emerald Bay; THENCE South 73 degrees 22 minutes 57 seconds West, departing the line common to an easterly line of said Block 3 and a westerly line of said United States of America TRACT NO. B- 134A remainder, along the northerly line of said Lot 16, a distance of 231.92 feet to a cut "V" at the east edge of concrete pavement set in the line common to the easterly R.O.W. line of Prince Edward Court (a cul-de-sac at this point according to said plat of Emerald Bay) and a westerly line of said Block 3 at the northwest corner of said Lot 16, same being the point of curvature of a non -tangent circular curve to the left having a radius point that bears South 73 degrees 22 minutes 57 seconds West, 50.50 feet; THENCE northwesterly, along the line common to the easterly and northerly R.Q.W. line of said Prince Edward Court, a westerly and southerly line of said Block 3 and said non -tangent circular curve to the left, through a central angle of 78 degrees 34 minutes 36 seconds, an arc length of 69.26 feet and having a chord that bears North 55 degrees 54 minutes 21 seconds West, 63.96 feet to a 1/2 inch capped rod at the most easterly southeast corner of the aforementioned Lot 14: THENCE North 05 degrees 10 minutes 01 seconds East, departing the line common to the northerly R.O.W. line of said Prince Edward Court and a southerly line of said Block 3, departing the previous circular curve to the left non -tangent, along the easterly line of said Lot 14, a distance of 192.07 feet to a 1/2 inch capped rod at the northeast corner of said Lot 14; THENCE North 84 degrees 38 minutes 58 seconds West, along the northerly line of said Lot 14, a distance of 208.72 feet to the POINT OF BEGINNING, delineating and encompassing within these metes recited 182.808 square feet or 4.197 acres of land, more or less. ) r � MOUND EMERALD BAY, LTD. 2612 Long Prairie Road, Suite B Flower Mound, TX 75022 (972)539-0774 fox (972) 539-8665 Contact: Mr. Kenneth D. Prater THAT, MOUND EMERALD BAY, LTD., acting herein by and through its duly authorized officer, does hereby adopt this plat designated herein as LOTS MR, 13R AND 15R, BLOCK 3, EMERALD BAY, an addition to the Town of Flower Mound, Denton County, Texas. The easements shown hereon are hereby reserved for the purposes as indicated. All streets, alleys and rights -of - way are hereby dedicated in fee simple to the Town of Flower Mound for municipal purposes. The utility and fire lane easements (streets, alleys, and common areas) shall be open to the public, fire and police units, garbage and rubbish collection agencies and all public and private utilities for each particular use. No buildings, trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the utility easements as shown. Said utility easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the utility easements and all public utilities shall at all times have the full right of ingress and egress to and from and upon said utility easements for the purpose of construction, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity of procuring the permission of anyone. Any public utility shall have the right of ingress and egress to private property for the purposes of reading meters and any maintenance and service required or ordinarily performed by that utility. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Flower I". Kathryn Perry, VicefPresident (/ MOUND EMERALD BAY, LTD., a Texas limited partnership By: Mound Emerald Capital, Inc., a Texas corporation, its General Partner STATE OF TEXAS: COUNTY OF QrM P40AJ BEFORE ME, the undersigned authority, on this day personally appeared L. Kathryn Perry, Vice President of Mound Emerald Capital, Inc., a Texas corporation, General Partner of MOUND EMERALD BAY, LTD., a Texas limited partnership, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purpose and consideration therein expressed, in the capacity therein stated, and as the act and deed of said partnership. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the-8---day of Doi roam! . 2000. Notary Pub is in and for the State o Texas NOTARY PUBLIC stab of Tiaras My Commission Expires: f��00 QEeCoMffl.Exp.M30•2001 SURVEYOR'S CERTIFICATE This is to certify that I, Tom Flaherty, a Registered Professional Land Surveyor of the State of Texas, have platted the above subdivision from an actual on -the -ground survey, and that all lot corners, angle points, and points of the curve shall be properly marked on the ground and that this plat correctly represents that survey made by me or under my direction and supervision. Tom Flaherty e=_' Registered Professional Land Surveyor No. 5259 Goodwin & Marshall, Inc. 6001 Bridge Street, Suite 100 0 Fort Worth, Texas 76112 metro (817) 429-4373 TOWN OF FLOWER MOUND TOWN MANAGER Date Approved: Town Manaqer, Van James i PREPARED B Y.- OQD SHALL CIVIL ENGINEERS -- PLANNERS — SURVEYORS 6001 Bridge Street, Suite 100, Fort Worth Texas76112 Metro (817) 429-4373 fax (817) 446-3116 Contact: Mr. Matt Codw{n, P.E. �00 ZS OF ob * V. s .1r •iu„.w•••w...«lw TOM FLAHERTY .. t... •,t,�a,FsS�O,yOP S�qV A NOTES: 1) THE REFERENCE BEARINGS FOR DIRECTIONAL CONTROL USED HEREON ARE THOSE CITED ON THE PLAT OF EMERALD BAY RECORDED IN CABINET R, PAGE 173 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 2) THE BOUNDARY CORNERS SHOWN HEREON AS "MON. ..." ARE UNITED STATES ARMY CORPS OF ENGINEERS CONCRETE MONUMENTS WITH BRASS DISK FOUND STAMPED AS SHOWN. 3) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.) LETTER OF MAP REVISION (L.O.M.R.), WITH AN EFFECTIVE DATE OF JANUARY 10, 2000 THE SUBJECT TRACT SHOWN HEREON APPEARS TO LIE IN DESIGNATED "ZONE A" AND "ZONE X". THE F.E.M.A. FLOOD INSURANCE .RATE MAP (COMMUNITY No. 480777 0540 E, MAP No. 48121CO540 E, WITH AN EFFECTIVE DATE OF APRIL 2, 1997) DEFINES "ZONE A" AS "SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD, NO BASE FLOOD ELEVATIONS DETERMINED". "ZONE X" IS DEFINED ON SAID MAP AS "OTHER AREAS, AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOOPLAIN". THE APPROXIMATE LIMITS OF SAID ZONES AS DEPICTED HEREON ARE BASED ON A FLOOD STUDY PERFORMED BY GOODWIN & MARSHALL, INC. IN CONNECTION WITH SAID L.O.M.R.. THE SURVEYOR HAS NOT LOCATED THE FLOOD ZONE LIMIT ON THE GROUND. • • •• LOT CORNERS• RODS SET WITH A YELLOW PLASTIC • STAMPED••# THE PURPOSE OF THIS 1 o p S AMENDEDi RECONFIGURE LOT AIR. # P BLOCKAND LOT 15R, IF i• RECORD PLAT OF OF coil m LI 1 ! ! ! • i i` • ` ! ' i ` �I• i ! ' 0 07 00 ,. !•!•! Recording: 4i4 ►, eputy -Felicia 1 1' 11 i11AIIJ0 !W3 16100 On 1001ZI 116IM41611MV t�i