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SF0195ANOTES: 1. All lot corners are 1\2" iron rods set with a yellow plastic cop stomped "DAA" unless otherwise noted. 2. "X" cuts set in concrete street paving at all intersections and points of curvature. 3. Basis of bearing derived from a tract of land described in Deed to Lennor Homes of Texas Land and Construction, LTD., recorded in Volume 5138, Page 1481, Deed Records, Denton County, Texas. 4. Notice: selling a portion of this addition by metes and bounds is a violation of city ordinance and state law and is subject to fines and withholding of utilities and building permits. 5. H.O.A. to maintain all common areas. 6. Port of the subject property lies within Zone AE defined as "special flood hazard area inundated by100-yeor flood, base flood elevations determined" and the remainder of the subject property lies within Zone X unshaded) "defined as areas determined tobe outside 500-year Flood Plain" as defined by the Federal Emergency Management Agency. (F.E.M.A.), Flood Insurance Rote Map (F.I.R.M.), Community Panel No. 48121CO410 E. dated April 2, 1997 for Denton County and incorporated areas as amended by Letter of Map Amendment (LOMA) approved by F.E.M.A. and the Town of Little Elm, Denton County, Texas on December 19, 2003, Case Number 03-062904P, 7. All common areas may contain, either across or through, a public trail system. GRAPHIC SCALE 200 10 0 w too ( IN FEE? ) 1 Inch = 200 ft E SUNSET POINTE 1, LTD. DOC. N00 R 0 C.T OO95777 To. PM1 SUNSET POINTE PHASE FIFTEEN \\ CAB. W, PG. 339, 340 P.R.O.C.T, LAKE LEWISVILLE t59 T5y C1 ' POINT OF BEGINNING ,3 / cma Y9w"[NI ib7 57, J ® '� • / 'i Is awa YAwYw) i S88'40'56"E 896.61' tb a'9-caxl euu IP xa>a 0 \ i�a u.nc xul •�.yy'2°' ' ^pN - (yINER ,C a Y> ` `` .♦ 0 11 : 'i 13 It rw� C5 y- ,Orm n ON I ^(1 + o r a s ` �i� e /J ' erne u0wwu) v.«G NavYwr T ,' :YJ; '�"-ice \ N N89'46'59hE �n a 1 i� "vl) \`+�\ '�q •\ 3 '/o to 1ss .4 /u wss «9r ns-z- wm-x-x o 6W \ T42 300.26' LAKE LEWISNLLE S 4/ S73.0 z ''aT''� (d�a l°i�-�,� O or • 3g8" eta' �i /" 61, .� a a s a c^\\ Q s L`s\V: > pp05 ?338522 f ca:G.a , " 1`,VY'1 i�g\ ( I . r0 ') /1NASS ow g%' 2i , , +; im sum Auuv curs or .1. • V S • N It naXAaf US(Y("i-N) 0.Y,KVR lw{ ryR)^q vot..m, vc..6r oAOu, vw tm. ��p \\ \`s 2 , j : % s 'h aaNc YawaA. (uE wrt is ` 16 O'Pi \� / D°ita=31'OO`16" C«(C. YtM)YVII '��M 9S: 111 tM1fl4p%NM1l< V VirS K nPtlaU'Y) , \ '/ \`- e L � !L/ FRISCO INDEPENDENT SCHOOL DISTRICT (DOC. NO. 2004-R0095784) D.R.D.C.T. LOCATION MAP NOT TO SCALE UUG YMW W I NaM1S$ IXM ,1 19 1_e 1 I % % \ `\ i T=848.74' awa u6n,¢„i N88'S5'39"E 500.18 / /,' A%' I Ym¢o vun a AWACA / + e 1 j �,. ] \ �{n \ \ to \\�\ ' 2 ,tQ�a 1=1655.86' am 49 1 OAA.GI. ro me 1oN+ ) 4 , a o ` s \` Q roA CHD=S55'18'15"W 1635.73' .11+�Y.:i II ucl vtt ax ,aa",, : i poQ°O'o4° a u]ne aM roR PMH \ ` Z s\ 19 E 400.50' " NS3, ' OEP'CARD i0 " 1 SIM "0At1 ? -,'--i .@an;ayo4}' 3 ,•:6f' u:o oRUNACE ouwosrs i iy i ,� R0 , .� e \` �` " �a \ �� �`k ,� oo 882'01'37" N82'i1'45E AAA OS' e�uolfoaAuluc PuaR'Raous 'aoo'"Y"c :'d°Vx$r°caet�i -\ NSlr4' OINi PHA E 7V2E /s'ii 215.4fi OS «avm. m� P CAD. PG., 524 �`. �" enr �. dell f/ " 1 \ �OA \\ Q 9 \'P/(�. s xl 1\ I APAGOLOS & ASSOCIATES, INC. / vm"o s rcs tax cwvs w wcxtu ax+G ua"rvwr Tl' T? a P..D.0 ,Q ` `s\ VOL. 5135. PG. 2280 ao Az cacwNr_w av+raw u c ,oaAss ax 3 wN. Yaw+un - x , "r r I , f ,e C1 la ` ` x (DOC. NO. 2002-R0092434) /} / /( /`� �j 73 atia."a), (vi:os wlv rw wuA 'r? RR n9-x-e / r / nowAa ruaeN-os) ccxfcua wtI ,' l n%F'�/ / a'N7 reaAzt ax ? 1 X or.)to smts.auv o9vvs a oomws 1 ra` � , ` 9 `\ s •�(�� 2/( / � awaowarc w)sa noacuw) b � 'S D.R.D.C.T. 3tf1 �� � 11 ` -^ -' .- -- T3 3 � 4/(a , ( xa (Avveo�rt v.n v nnwrAwf ,1 I � G •\ \ `\ ��^^�� q 1 g /y, a ATi-+`�"L'C.•� `Ta"T3 /� T3 S m Y / Sax \ Tap OS � ' LITTLE ELM r ]INDEPENDENT SCHOOL s "s` \ r%.4(OJ :!J DISTRICT +�( �iA�r C' N ll n i oet` ' ), ♦ _, _ '-;r _ ,� ' ' G1 '. DOC. NO, 2003-RO193351 D.R.D.C.T. • {�4 / d/a5 G//J � / _•`+ _ — _ _ uP.E.L.P. NhWPCySRRSY. RSKVRYVE+T ,.t.65A1°ASeTCRiAGNi0.HO61. " 917 , , , \ 27 C 2 vr r� A , nou vw tWa \\\ I Ya-w,. ro. ,C.0m 0) J s (wvaouwK owls 1l. 1a ) Is �•j�\ y. � 794 I'llMWSIRACI 23 15 9 /`✓ /^ .9 L 1(I 9 •�/i 20 619.8 Delta=ll27'51" R 73 4 W 1 R-2930.00' T=294.11' l l'f r� C�f& l/ � zz Ca - PRDCT 30 ON PARK L=586.26' ^S2✓72WI_7Kwt O f/4O LEGEND WE = WATER EASEMENT AE = ACCESS EASEMENT 8L = BUILDING LINE DE = DRAINAGE EASEMENT FME = FENCE & FENCE MAINTENANCE EASEMENT HOA = HOMEOWNER'S ASSOCIATION UE = UTILITY EASEMENT VE = VISIBILITY EASEMENT SVAE = SIDEWALK, VISIBILITY & ACCESS EASEMENT D.R.O.C.T. = DEED RECORDS, DENTON COUNTY, TEXAS P.R.D.C.T. = PLAT RECORDS, DENTON COUNTY, TEXAS DOC. NO. = DOCUMENT NUMBER IRF = IRON ROD FOUND IPF = IRON PIPE FOUND FF - MIN. FINISHED FLOOR ELEV. 4 = DENOTES STREET NAME CHANGE o = CONCRETE MONUMENT FOUND W/ALUMINUM DISK STAMPED AS NOTED . = 1/2" IRON ROD SET W/ YELLOW PLASTIC CAP STAMPED "DAA" 21 'a 20 ENN OMES F-TE C TRUC N. 1D. 2 3 9 w/ / 3 " t a z S� CHD=S34'0412 W 585.28 w. 4 136, PG 341 y' " s xs aVx�YoµfR " / zbv / ,e OOC. NO, zoo -R sal $+� 0 6 , ° REMAINDER OF PAPAGOLOS & ASSOCIATES, INC. 110 LOTS "� 81.032 ACRES tY'Al3G CNA,3 �O/ VOL -35, PG 2280 (000. NO. 20D2-ROO94189) FINAL PLAT / s 13 �; n ,, D.R.D.G.T. SUNSET POINTE�l PHASE SEVENTEEN 9 to SE 7 PHA E SI @ 1s to AN ADDITION TO THE TOWN OF LITTLE ELM 13 'T' R0 " PIERCE FULGHUM SURVEY — ABSTRACT NO. 427 14 21 5 to 23 s ...... owvE WILLIAM H. HAWKINS SURVEY — ABSTRACT NO. 583 `> le 2* P.T. HOMES SURVEY — ABSTRACT NO. 644 U to 20 2, 0 13 1+ is Is 17 Is 22 M.E.P. & P.R.R. SURVEY — ABSTRACT NO. 917 22 25 SUNSET F OIN PH E Is 23 I 12 CA . v, rG. 2 1 W. HOLMES SURVEY +` ABSTRACT N0. 1669 26 4 P' ' ' ORIOGEPO.RT ORWE DENTON COUNTY, TEXAS II 2)(D 10 WOODLAKE PARKWAY 25• MARCH 2O05 SCALE: 1"=200' OWNERS Filed for Record in. LENNAR HOMES OF TEXAS Denton Counts 3s• Io• LAND AND CONSTRUCTION, LTD. "/+�/�a (�Z i3D13 �'4(�rf� 4o1m1F,s, TRAAkto 0.5;�RcIAI 1- 461�587-5 ETPLACEIRLVD.VING, TEXASSUITE 250 75063 on: Jun 12112007 at 09:37A FMEY �+ 2510•SVAE E tZ273o/6) ' •" -M544, Of 443Ac-1+(,L -i�— / R As a � 22• � LOT � LOT LossE,% r z73fb "%GIs I* {5"83A /� � , f % Plat C? tUK/d/-r "j"'!'t Zfl /3 �j}%G A t t.• SUNSET POINTE I, LTD. LOT FME F: G (T 11��'' ++ 5225 VILLAGE CREEK DRIVE, SUITE 300 Document Number: 6864E 35ww o IO•SVAE b tL,� LL''--f.•��fn ]- 7Tit l 100�'1•?r 972-931-9537 PLANO, TEXAS 75093 (UNLESS OTHERWISE NOTED) \E f?43'"7 / l 4LO 41•" I A rut"�3 -4 ) �i 172.00 p ' 0'7AC-1?7- Amount TYPICAL FENCE & STREET R� ti 7 1 " p7*9 3QQ� �v f ENGINEER Receipt Number - 393875 FENCE MAINTENANCE EASEMENT I e —rg I j1 3 f o?SA&197- RESIDENTIAL STREET TYPICAL EASEMENTS " cy // INC, V73009 /,s 2-L,iM!14Lc- DOWDEY, NDERSON&ASSOCIATES, Jane Morris TYPICAL VISIBILITY EASEMENTS �,�719.7,g7 " ���" �` 5225 a Ome,Suite100 Pane,T¢sa�yW3/1971• 9d ®` JJ1) FlA 73� f" T�✓� ICISLi 4 A i CAB. PAGE OF 4 mnt Ail 1 2 3 '4— S t la > 8 e 20 19 10 17 16 15 14 13 12 rW- Z w rt w s s S a. Iw. 4 r_ 7 GRAPHIC SCALE ,ao sa o ,ro .wo ( 1 inch = 100 IT. POINTE I, LTD, DOC. NO. 2004-ROO95777 IN eseT ) D.R.D.C.T. k O g565 d �R 14 m� 9� yi•�W c LAKE LEWISVILLE y'16013 w 1.3 F�il a y 2 ,o tosv 75'VE •\9136 e am 12 9'39 3g549 2 •(y3 ^90y 2a32o77 ja,.`'>. •�//��y z / z�a«yy�' °� N7A5 39 E 39549' SNP w 9t Z�" 25 4 Yt �9• 2 yP ?, i .A . N�7'S8 S88'40'56"E 896.61' T41 N 290.0o i0 0 m sN ` tosvPE yy o o �` v 30 s. v. 75 a M 283.47' Nlm 27.76rch \ elf AE,SSE & UE 0]'i"� 3id Yw Cs \NERP y9.99' r\20:00 g y1,2F' ml a 3^ 48 W 2%8v S" R E 25 l 7 13 •oomv, \ $`3rt" x a: N C28 tOSVA 25 N ro ,.j3 A0 `,'\.. ° 0•I '(5 2 8 F 0 / m as%1"'e r°4 °' s r�i2 p31. \\ ' 2 "oo• �� 1°SG wa35°n.% \p3o. ksA' 'G•, aOO /\�o :'r "'. a u C5 '"•D.xJ1••.8�., iP+ a•£3e E ``^5.oa m� �. 's. ''b\ E y0 m o, 2 / .> ° m pd� 8 of > sm M°. s •C \3° W.. 7 a. /J/ 'Y `, 2a N °o°m, J^' u, ,,nn P 17 m d g57'39" 'm ,y 3'Sy\"� G y \'1• ',> p9 0.' VP / / d e' C' 3A� / 5 1 -I f \ i0 w � 25 BL u O 'a. Yn'• .51 ' y 1n O � \o' "L F ♦ 3 G A xm' / /\ o i''• i / Pn'' /"/ / �\ ll / r 3 °,� S y w 5"5S c m �r 5 syo \^y .r CG A{ w#. 6 �`• H� ,c� 03 'o °a, / 2 ° t w.,il,l•-•_, o a t u 3 `�"25' N79.5dao'E 4r'[2 • Nv, 4 m \2 o y, h > s Y' •lo• o o. y� / •.°'/'0./ / t..i pl.. ✓ N I �i+ r 25' •Ty73a' y' m �+£ m\ r�. \ 'b'.\m 03E Jx, i Zp,\ \ 5 \7;1 ,o a� / a' / / / / ao �. 10 .^ �\j / / / / 13 e �." ai � >ry9ro7'M"v � ; SUEJ y' � 73 r \ \ 65°O'10 .a o 'm 9 'h°� y y9 '2Pa, '(0,�. 2�° 5 'mi. °',✓ . t! u,'L4 , 9 0° °s. I�tool'o / / b I ? N89'46'S9"E 300. 6' 721.B1' N $ u• n � t0 / d I u, �, m N s. � 4y4 \2 • �'� � 4 f .� � '>> \ o. 4 #. JJ/•s� �!t' �' > ,� g o. °, �>°' / a / / 1 1 I `-- N 59 2 °i\ \-, \ °4 15 �, `9n o6 10 o S !�\ > >. �`2 0`/ A y "° •/ a° s� t4 1 / 45'\ 01 4iO I �$ �` m P. s69'3g°o9 s 9 TP. 555p5 5{ >Jl�o \ ° \2°• 4 #J. �.a, sy .ryn77 �ml\o' SG\F rs\\`!j'��oo,/ n a°rc/s.3?#gym• 7 0`P+ y yy _��� at•. m. ro�\2 \4Y �di \� 3© y�p.•3� \ Yi // cJo, _yam y c4 oR UNITED STATES ARMY CORPS OF ENGINEERS ? 7 \ \ 63 930 od "k �. y ° 'O JEtyr • J� �'G4 F F 7 Ol'° F 50S m IE FLOWAGE EASEMENT-537 CONTOUR LINE O\O ry O 1\ y "Q p0 O x0y!S \S• y aiy O• -y,. / :10' / J'r3. 6 ¢\ F3•QO / / •N P `4 1 I- a .L 8 VOL. 467, PC. 487 DA.D.0PER LOMA _ u ' S89'28'21"w �n �• `P,.`a'• 3 �+ 'kz A A O-S• °• m ql a >• \ \7" Ay JR f C"im N� i."i ?p1 U ,q \ JP $° °o. (SEE NOTE 06) 124.SY y, `�i v. y 0. y 2 12 YI.IN 0 •o wo E S 0.• •b x > C 5 / `\PO QO• ro1 1 I P (APPROXIMATE LIMITS OF FLOODPLAIN) � > h \2 �•\ \ "O \ q'h ° O .y�,�3 a° ,lJ 5 �,P 0 yPa 1 1 I e'^ • N 126.5 " 76 ' 4 9 •s o \ 7'PjL� ey�,4�J4. >°• # / ^ JE,� / 2 s 4 0° F ,�P°/ 1 {I ( .,� 36. 489 AEU. \w y \m tiE #a. ac. Cn G 7 / i FLOWAGE EASEMENT OF I 89' C21 d5v O> '�' g7+j45 �O m4 5`� \3y' `OS• y4P 0�' GF •oq�'• Delta=31'00'16" l 11 UNITED STATES Of AMfRICA o a� 1 Ij I VOL. 1696. PG. 610 / 1\30 C20 pRP1E' 1 c`b ,a >Q• N \3abo 'mm L': i7 \�3 s9 tg�°C, 2d_ /� �/ xoa 3 \ 1�� R=3060.00' y68' ,ij0 OP\CP �.7' oBE� �• 'm. � m 6 e#53 °q'1\Ati• � 's@ � 4ty. Ay°�Jaoo J>+ / Q+l T=848.74' i I I / N >>,o ,° 7 'wy �n F \.,, y�on� sv�9 5°' �"�'78 �roj as Ada ,�/,t;� 2 0• F y�` �y.(„1V L=1655.86' / /i I ySt w .s : Js. ,� •S o .�, a > Jay. . P a CHID-S55'18'15"W 1635.7S TRACT 1X, BLOCK 49 DEDICATED I 2 z w, m, 002\. `�• e*y \yo• > •,5A ry 2 9y �g>, s a°•o #o+ y� •/ Q 20 1 li 09 'S w 6 553 53 \ 5 6 S #° 0.0 ,5\1 SB ^C k J 1 i70• F TO THE TOWN OF LITTLE ELM / \3 ' \ 29• a� ' �• ° , yb J� s, y C� .J, Js \ oA � .�,�4 oc FOR PARK PURPOSES It /3 > 20 g3\ 2" �'..V�in. 5°�r` yi>'° \ ml F1i\\'s• °'3��6>•^ry 0a s. ,p# 19 \��> y sS,\o° C,5"a�t. �Y'TOPOQq,. l8 S 00 `� -> s. y�� 0.1h U.,m , 8 p a°i •.tea• .+ ro'` `V .s. '2 s, o, t 0 00 JO. 4 /-1 52 +.°$6 °9�• h y •'1 20 14I ,, 21 1, , I I ..•1' N � mom, o. 4ysw y "� � \'`I' 6L' ,,. 9 � JP/ ? 3 � > x° ef� . N` �! !;L i I % \033 4 mm`,1'A o9 � °Js ���ay \ry°' ?2P. Jo e`ym �c` `Vo. `o° y 152t �/ PAPAGOLOS &ASSOCIATES, INC. nl !M I y�? 3 �yJe 4 4a ay yry? ^a Ory o. a�y oo VOL. 5135, PG. 2280 61 16 1 I Sf A Ns2bSyJ �-- �aL ^'She > 0 18 b \ 3. ^4\0° o�Oo. 2 \ry 4ss SF x ,,°•s yi� \y P s• \ ° ' .P o a (DOC. NO. 2002-R0092434) 1 1 1 I sS2 +v y Y o 0 2 , �1 nA y, xa• t0 y6• \1$,e° D.R.D.C.T. d J• 01 !\ S,..Jr" m y� 't 'i2 \2 s # y>v oo a > „ ry . \'. \o ( 1 j 1 g,' A3CJ '2'{• / 5 dS y9^i rl0;b \S• 3 4, y'i # a`! 9.,' S� �• i w a°^Oh°O 0� 1 1 I b. S2 N A�' a{ GF O,p •1\ O° 'Oo, it � > 7 / 1 ! I $ ,moo y, $ P• 674 a� x s?o,ss ,gn otiy a4 gs� \p ���" .1' 41 2 °a°v 0� a• �/7 sa �� zs. y"' /I �'� \ 1 I � 9 � +cg /57739' #' '3' ••2 °O. ?'x 9 \ � 94. C S. ,�O JP y 6' / iP �S 'F O��y r � � � Sys° 1 � � ^'�/� � � m o ;.,° • y ag'Ai � a,� �o si. ,P4, �i 'om\� `�'Q �°9 S 0��,;¢3 �/ / ~ I L � •� � Jiyt`3s. /� 6 pc� a r n o0 �`•b� ��� ','L y /ffJp��)J��l, P4' ,'1" e4'Q ro/ / I INS23B �S SSF� '.a��?, 2g, d. SS2�5 O•. O\ JS.°°. yhA \ryO• y ?SJ, SGF `DSO 1 y0,[,^y� �0,�``� O'O JO>)`�s. <j O� P4��°pi�v W! ! I In 23"8,?8 % 5,+� 2S d,N/%n0 IS�4 4J F. .1p�\k 75 .,9 \S J\ `r9• ( ryv 0" '¢ /0 DK' /F7 �± u( 'L '�f'V gOoi .o! f I t$ Qo°r•\, $ /ti ti s' S1 A A^A oo �`'b«P. °o. 14 O ^,( py. / I� '�. B `V?J. O #d`. M ., ?• #. $ 0 2 41, •tio, 10 083 -,' i Iz (C`{f.\ \i0• 'S • JY/ ' . 13 ',g' y °O• F O� C.P. & P.R.R. SURVEY ABSTRACT NO. 917 N7/'Sj p6.e 7.'� \?�O 9C 8 h °°\ 5q 38'� JO2 O.(1' yJ/� / �Si, 3 O MP.T. HOMES SURVEY ^ ABSTRACT N0. 644 ss 3302 I ro ? 2 GO J N7 21.51 sa• . ,° �� °o• h Y �\\ J 1 �Q.\¢J\ I 'sa• " ?°oO,J°A �xs A? 4 UNITED STATES ARMY CORPS OF ENGINEERS \ 49 •ly i 50✓ FLOWAGE EASEMENT-537 CONTOUR LINE �� \ °i• °? , Pq"5'+'8�/ `rxS, Oy y°j2Cy/ J DixF ••� ' ,wl 1 i I VOL. 467,. PC. 467 D.R.D.C.T. PER LOMA (SEE NOTE F6) \ \ .IL xSJ J9+ (APPROXIMATE LIMITS OF FLOODPLAIN) \ \�/L. JJ oS`��29, JO• 12 °" F VIP / � 4S0�/ �•�4100� ! ! I I \ \ \ .QF\ N / Jed`• 2gOp roy 1 f I FLOWAGE EASEMENT OF / a\� `21• ^A' o yaa' ASS 6 •�A • I' O^O.yq UNITED STATES OF AMERICA O ?y O i{, / / `SSb y "i'q��pCi LEGEND i I VOL. 1696, PG. 610 14 I D.R.D.C.T. WE - WATER EASEMENT AE = ACCESS EASEMENT BL = BUILDING LINE 3 y`" 29j T3°°'?S• �•'C� DE DRAINAGE EASEMENT `` FME = FENCE & FENCE MAINTENANCE EASEMENT qg .g° A°45 s �'� ,boo \ ? , v, s a r Deko=1.00' R=294.11' ' HOA = HOMEOWNER'S ASSOCIATION Na,/ 4S/ / ry°o2 /2 B7yc ry0y ° T=294.11' LIE = UTILITY EASEMENT VE - VISIBILITY EASEMENT , ¢�19S>. (/ " 4>y$ °dJ �( C �/ /.`ti°x1 b o. L-586.26' CHD-S34'04'12"W 585.28' SVAE = SIDEWALK, VISIBILITY & ACCESS EASEMENT / �'�,-�e o�p ro o / ^ D.R.D.C.T. = DEED RECORDS, DENTON COUNTY, TEXAS 7 4 9° ,¢° d Jss�?J' /y z P.R.O.C.T. = PLAT RECORDS, DENTON COUNTY, TEXAS / I F REMAINDER OF DOC. NO, = DOCUMENT NUMBER IRF = IRON ROD FOUND / l I A s°, rj%/'y�po N / ,�i, I PAPAGOLOS & ASSOCIATES, INC. IPF = IRON PIPE FOUND / 6 / \) / mo�J� m VOL. 3735, PG. 2280 FF = MIN. FINISHED FLOOR ELEV. 8 / ,�'=Y4Q t t (DOC. NO. 2002-R0094189) D.R.D.C.T. bDENOTES STREET NAME CHANGE o = CONCRETE MONUMENT FOUND W/ALUMINUM I/ / �• \ /OcSvo°j.10 DISK STAMPED AS NOTED • = 1/2" IRON R00 SET W/ YELLOW PLASTIC CAP STAMPED "DAA"To T Y Block /) Lot ({ Min FF Elev 49 1 539.0 4a � rca n Minimum Finished Floor Elevations (Min. FF Elev). are based on U.S. Army Corps. of Engineers Lake Lewisville Flowage Easement elevation at 537.0. FRISCO INDEPENDENT SCHOOL DISTRICT (DOC. NO. 2004-R0095784) D.R.D.C.T. OERCE FULGHUM SURVEY ABSTRACT NO. 427 M.E.P. & RVEY AB SU T N0. 917 CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH CHORD C1 14 8.46" 135e.ov ] 47AS 644' 9` 46.19' C2 '2 ' 0 ' 6 .56' 33. ' N47' ' 4 1 ' C3' •4 •58` 7 9 .3 ' 180.48' 49'4 ' -W 1 .41' C4 44 ' 6" 60.98. 31.62' S .35' N 33 '03'W .15' C5 4.2427' 1430.00' .03' 110.01Y N87*24WE 109.98' C6 1 4./ ' 1380,001 1' 2 N '04'46' 46.2 ' 07 90'4 ' 7" 2 . 0' 29' 3170` N6 '10'07"W .49' CB 010' " 3 0 ' 5.36, 10.7 ' M6930`101 10.7 ' 09 164VIV56' 0 0' 143.25 S64.57.3" 99OV CIO 1/' 9'41" 50 . ' �50 ' 1 0.31' S '40' 100.14• C11 300100100" 1 50.00' z8.87' 61.80' N46.5 'f 'W ' C12 74*493W 4 . 0' 34.42' S .77' 0" 5 6 • C13 4'4'1' 00' 17.8' 9.65' 0'0' 9626' C14 300' '00' 0.00' 28.87' 2 1.80' N62' 5' i`W 50.00• CIS 813' 09 00' 22Z.W 443. 4' S3 '41'34"W 44 . 6' C16 23'41'10' 250.06 5 .4 ' 7 5' i' '4 ' 7 .6 ' C17 0'4 ' 300.0v 21.89'.70' S4653.02E .66' GIB 15'3' ' 890.00. 1 1.74' 4197' V55' 24. ' cis 93' 3't 5.0 ' 46' 7 O8' S19 3' 2'W 65.31' C20 147'W 0. 1.7 ' S737)8'39`W 6 . 9' C21 i '1,V S000' 4. ' N74-0• 3' 4. ' C22 16541' " 50.00' 3984 ' 144. 9' SI '56'31"W 2' C23 261 4" 35GA0, 8L54'I 160. 2' 36.49'0 ' 158.82' 024 25' 4'S ` 300.0 ' 6.7S 131. S N 1 '3 W 130 2 ' C25 6.4 ' 0 . 0' 4.9 ' 166.46 S3 '26'04' 18 72' C26 10'26'04' 300.00' 27.3 ' 50.15V 2 'i ' 'W 54. 6' 027 61 '1 " 4 0. ' 93.47' 1 64' 19 0' I .0 ' C28 101 'i " 1405,OU i 5.8 ' 25LON N 0' 4'4 ' 50.69' C29 70'27' 1 9. 0.98' S 91 ' 4' 7 21' C30 2313'l0" 5. 0' 56 50• 111.45 S26'38'5'E 110.65 C31 37'29` 73.41' 7.6 ' S•57` 1 .3 ' C32 90'44.39" 4 . 0' .59' 71. 7' N6 ' 7' "W 64.0 ' C33 O'04'5 ' 3 10.OV 2.5s S 07 S69' Y rly 5. 7' 110 LOTS - 81.032 ACRES FINAL PLAT SUNSET POiNTE PHASE SEVENTEEN AN ADDITION TO THE TOWN OF LITTLE ELM PIERCE FULGHUM SURVEY - ABSTRACT NO. 427 WILLIAM H. HAWKINS SURVEY - ABSTRACT NO. 583 P.T. HOMES SURVEY - ABSTRACT NO. 644 M.E.P. & P.R.R. SURVEY - ABSTRACT NO. 917 W. HOLMES SURVEY - ABSTRACT NO. 1669 DENTON COUNTY, TEXAS MARCH 2O05 SCALE: 1"=100' OWNERS LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. 1707 MARKETPLACE BLVD., SUITE 250 469-587-5200 IRVING, TEXAS 75063 SUNSET POINTE I, LTD. 5225 VILLAGE CREEK DRIVE, SUITE 300 972-931-9537 PLANO, TEXAS 75093 ENGINEER i DOVVDEY, ANDERSON & ASSOCIATES, INC. y+r� `�'1 5225VkePeekWMS ke200 PbMTOZ75093 TAl-0694 � . ,PAGE( �" 2 OF 4 LINE TABLE LINE BEARING LENGTH T7 S2 '07' 7'W 185. 1• T2 N19.33'66" 102.3 • T3 N 9' O7'W 0. 7' T4 N71Y26'OeW 10.55 T5 N19• 6" 1. 9' T6 N •26' ` 56.5 ' T7 N70'26'04'W 2. 6' T8 NI9'33'56"E 0.94' 79 N70'26' 4'W 83..51. TIO N1933.56" 49.06' T11 N 0 'O 'W 109.0 ' T12 N13'59.19'E 82.80• T13 3 '40.50'W 5 .9 ' T14 N3412.41'W 70.18' T15 NSB'21' 'W IO&W T18 N55'54'03`W 9.43' T17 N71'47'35"W 142.04' T18 N86 6'48'W 104.57' T19 N885 '32`W i 9. 4• T20 S '36 eW i .6 ' 721 Sol'1 27'w 91. ' T22 69' 04' 60. ' T23 Se4.39' 2'W I 26O.B9, Tea O'09• 30.0' T25 74 ' 9'W 1 149.21' T26 SI556' 8`E 12 .0 ' T27 N3 '37' "W 1 20.29' T28 N44'2833"W 87 ' T29 N7114'41"W 91Ow T31 N7718' 4`W 6 7' T32 N '05' 9`W 0 ' T33 N 716.17`W 46.06' T34 N81*43'OWW ] .4 ' T35 N76'0 ' rW 66 3• T36 1,186.39'38"14 4.6 ' T37 N48' 7'09"W 15964' T38 21524 ' 7 . 6' T39 NO '4b'11"E232.6dV T40 N63'S8'4 ' 12610y 741 9'0 1 4 • T42 Sl3'2 '4B'E 53.00' T43 N061 's'w 1 0.67' T44 N044VOeW 50.00' Tay SIS-OV21-E Saw T46 1,174' 7' 111. 5' T47 S15'02'21'E 941 ' T48 S35.533 " 165.25' T49 114 'O ' 2,00' T50 N5 ' S3' 89.05' T51 N 7' 4' 0' 88.26' T52 5 '35' 'E e . ' T53 N60107'S3' 4.9 ' T54 N61• 04" 94. 4• T55 1,16317'36" 86.44' T56 N64.4 'O5' ' T57 N66'OVIO"E 83.W T58 N6734'27'E 83.38' T59 N ' '33' . 4' T60 N19'45'19` 99.77' 761 N O'34'55' av T62 9.48'07'W a .3 ' 763 S582VWE 1 2' T64 3'0 '41"W 1 9 7 ' T65 S T54'I9'W 1 9. 1' T66 SOtR539' 1. ' 767 SOV20'12'W isae T68 3 '4 '0TW 129 T69 SS/V3' 4" 4.9 ' T70 S65S ' TW 70 3 ' T71 N6T 'S6'E 95.8 ' T72 4 '4TO4' 4.98' T73 S S'04' 12 .53' 774 N 612'51'W 9.58' T75 N15' '21'W 87.61' T76 1,115'02' 1"W 88. 9' T77 S38.15' `E 285. 6' T78 1 'o '21'W 6 .04' T79 Row. T80 N 7' • "W 8 ,46• Tel N 8b41 11 9 ' T82 NSSISI*2$WE 39.36 T83 N7 38'45E 63.51• T84 5W30' 'W B 0' 785 'W 19 . T86 N 1•i ' 4' 481' T87 S86*4Cr56"E 9 .8 ' T88 S67*,3R!2,1'E 16.4e Filed Par Record in: Denton County On: Jun 12,2007 at 09:37A As a Plat Document Number: 68648 Amount 172.00 Receipt Number - 393875 Byr Jane Morris 0201417 N w i a z z O z z N , TIFICATE AN STATE OF TEXAS § COUNTY OF DENTON § WHEREAS, SUNSET POINTE 1, LTD. a Texas limited partnership and LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., a Texas limited partnership, ore the owners of a tract of land located in the PIERCE FULGHUM SURVEY, ABSTRACT NO. 427, the M.E.P. & P.R.R. SURVEY, ABSTRACT NO. 917, the P.T. HOMES SURVEY, ABSTRACT NO. 644, the W. HOLMES SURVEY, ABSTRACT NO. 1669, and the WILLIAM H. HAWKINS SURVEY, ABSTRACT NO. 583, Denton County, Texas and being a port of a tract of land described in Deed to Sunset Pointe 1, Ltd., recorded In Document Number 2004-R0095777, Deed Records, Denton County, Texas and port of a tract of land described in Deed to Lennor Homes of Texas Land Construction, Ltd., recorded in Volume 5138, Page 1341, Deed Records, Denton County, Texas and being more particularly described as follows: BEGINNING at on Army Corps of Engineers concrete monument with a brass disk stamped "J819-6" in the North line of said Sunset Pointe tract; THENCE South 88 degrees 40 minutes 56 seconds East, along said North line, a distance of 896.61 feet to an Army Corps of Engineers concrete monument with a brass disk stamped "J819-5" for corner, THENCE South 89 degrees 00 minutes 50 seconds East, continuing along said North line, o distance of 46.54 feet to a 1/2 inch iron rod with a yellow plastic cap stomped 'DAA" set for corner; THENCE South 00 degrees 13 minutes 01 seconds East, a distance of 216.82 feet to a 1/2 inch iron rod with a yellow plastic cop stamped "DAA" set for corner; THENCE South 73 degrees 23 minutes 48 seconds East, a distance of 53.00 feet to a 1/2 inch iron rod with a yellow plastic cap stomped "DAA" set for corner; THENCE North 89 degrees 46 minutes 59 seconds East, a distance of 300.26 feet to a 1/2 inch iron rod with a yellow plastic cop stomped 'DAA" set for corner; THENCE North 06 degrees 12 minutes 51 seconds West, a distance of 120.67 feet to a 1/2 inch iron rod with a yellow plastic cop stamped "DAA" set for corner at the beginning of a non -tangent curve to the left having a central angle of 04 degrees 24 minutes 27 seconds, a radius of 1,430.00 feet and a chord bearing and distance of North 87 degrees 24 minutes 06 seconds East, 109.98 feet; THENCE Easterly, along said curve to the left, on ore distance of 110.00 feet to a 1/2 inch iron rod with a yellow plastic cap stomped 'DAA" set for corner,; THENCE North 04 degrees 48 minutes 08 seconds West, a distance of 50.00 feet to a 1/2 inch iron rod with a yellow plastic cop stamped 'DAA" set for corner of the beginning of a non -tangent curve to the left having a central angle of 10 degrees 14 minutes 13 seconds, a radius of 1,380.00 foot and a chord bearing and distance of North 80 degrees 04 minutes 46 seconds East, 246.23 feet; THENCE Easterly, along said curve to the left, on arc distance of 246.56 feet to a 1/2 inch iron rod with a yellow plastic cap stomped "DAA" set for corner; THENCE North 74 degrees 57 minutes 39 seconds East, a distance of 395.49 feet to a 1/2 inch iron rod with a yellow plastic cop stamped 'DAA" set for corner; THENCE South 15 degrees 02 minutes 21 seconds East, a distance of 50.00 feet to 0 1/2 inch iron rod with a yellow plastic cap stamped 'DAA" set for corner; THENCE North 74 degrees 57 minutes 39 seconds East, a distance of IILS5 feet to a 1/2 Inch iron rod with a yellow plastic cop stamped "DAA" set for corner; THENCE South 15 degrees 02 minutes 21 seconds East, a distance of 94.19 feet to a 1/2 Inch iron rod with a yellow plastic cop stomped 'DAA" set for corner; THENCE South 35 degrees 53 minutes 39 seconds East, a distance of 165.25 feet to a 1/2 inch iron rod with a yellow plastic cop stomped 'DAA" set for corner; THENCE North 54 degrees 28 minutes 04 seconds East, a distance of 42.00 feet to 0 1/2 inch iron rod with a yellow plastic cap stamped 'DAA" set for corner; THENCE North 55 degrees 34 minutes 53 seconds East, a distance of 89.05 feet to a 1/2 inch iron rod with a yellow plastic cop stomped 'DAA" set for corner; THENCE North 57 degrees 04 minutes 50 seconds East, a distance of 88.26 feet to a 1/2 inch iron rod with a yellow plastic cap stomped 'DAA" set for corner; THENCE North 58 degrees 35 minutes 38 seconds East, o distance of 87.55 feet to a 1/2 inch iron rod with a yellow plastic cop stamped "DAA" set for corner; THENCE North 60 degrees 07 minutes 53 seconds East, a distance of 94.99 feet to a 1/2 inch iron rod with a yellow plostic cop stomped 'DAA" set for corner; THENCE North 61 degrees 45 minutes 04 seconds East, o distance of 94.24 feet to a 1/2 inch iron rod with a yellow plastic cop stamped 'DAA" set for corner; THENCE North 63 degrees 17 minutes 36 seconds East, a distance of 86,44 feet to a 1/2 inch iron rod with o yellow plastic cap stomped 'DAA" set for corner; THENCE North 64 degrees 44 minutes 05 seconds East, a distance of 83.38 feet to a 1/2 inch iron rod with a yellow plastic cop stomped 'DAA" set for corner; THENCE North 66 degrees 09 minutes 16 seconds East, a distance of 83.38 feet to a 1/2 inch iron rod with a yellow plastic cop stomped 'DAA" set for corner; THENCE North 67 degrees 34 minutes 27 seconds East, a distance of 83.38 feet to a 1/2 inch iron rod with a yellow plastic cap stomped "DAA" set for corner; THENCE North 69 degrees 00 minutes 33 seconds East, a distance of 85.14 feet to a 1/2 inch iron rod with a yellow plastic cap stomped DAA" set for corner; THENCE North 19 degrees 45 minutes 19 seconds West, o distance of 99.77 feet to a 1/2 inch iron rod with o yellow plastic cop stomped 'DAA" set for corner of the beginning of a curve to the left having a central ongle of 90 degrees 49 minutes 37 seconds, a radius of 20.00 feet and a chord bearing and distance of North 65 degrees 10 minutes 07 seconds West, 28.49 feet; THENCE Northwesterly, along said curve to the left, on arc distance of 3L70 feet to a 1/2 inch iron rod with o yellow plastic cop stamped 'DAA" set for corner; THENCE North 20 degrees 34 minutes 55 seconds West, a distance of 50.00 feet to a 1/2 inch iron rod with a yellow plastic cap stamped 'DAA" set for corner at the beginning of a non -tangent curve to the right having a central ongle of 00 degrees 10 minutes 26 seconds, a radius of 3,535.00 feet and a chord bearing and distance of North 69 degrees 30 minutes 18 seconds East, 10.73 feet; THENCE Easterly, along sold curve to the right, an are distance of 10.73 feet to a 1/2 inch iron rod with a yellow plastic cop stomped 'DAA" set for corner at the beginning of a non -tangent curve to the right having a central angle of 164 degrees 08 minutes 56 seconds, a radius of 50.00 feet and a chord bearing and distance of South 64 degrees 57 minutes 35 seconds East, 99.04 feet; THENCE Southeasterly, along said curve to the right, an arc distance of 143.25 feet to a 1/2 inch iron rod with a yellow plastic cop stomped 'DAA" set for corner; THENCE South 19 degrees 45 minutes 19 seconds East, a distance of 405.13 feet to a 1/2 inch iron rod with a yellow plastic cop stomped "DAA" set for corner of the beginning of a non -tangent curve to the left having a central angle of 31 degrees 00 minutes 16 seconds, a radius of 3,060.00 feet and a chord bearing and distance of South 55 degrees 18 minutes 15 seconds West, 1,635.73 feet; THENCE Southwesterly, along sold curve to the left, an arc distance of 1.655.86 feet to 0 1/2 inch iron rod with a yellow plastic cop stamped "OAA" set for corner; THENCE South 39 degrees 48 minutes 07 seconds West, a distance of 186.38 feet to o 1/2 inch iron rod with a yellow plastic cap stamped "DAA" set for corner at the beginning of a curve to the left having o central ongle of 11 degrees 27 minutes 51 seconds, a radius of 2,930.00 feet and a chord bearing and distance of South 34 degrees 04 minutes 12 seconds West, 585.28 feet; THENCE southwesterly, along said curve to the left, an arc distance of 586.26 feet to a 1/2 inch iron rod with o yellow plastic cop stomped "DAA" set for corner; THENCE North 61 degrees 24 minutes 41 seconds West, a distance of 474.57 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "DAA" set for corner; THENCE South 28 degrees 07 minutes 37 seconds West, a distance of 185.01 feet to a 1/2 inch iron rod with a yellow plastic cop stamped "DAA" set for corner; THENCE North 70 degrees 26 minutes 04 seconds West, a distance of 619.86 feet to a 1/2 inch iron rod with a yellow plastic cop stomped "DAA" set for corner; THENCE North 19 degrees 33 minutes 56 seconds East, a distance of 102,32 feet to a 1/2 inch iron rod with a yellow plastic cop stomped "DAA" set for corner; THENCE North 29 degrees 30 minutes 07 seconds West, a distance of 40.57 feet to a 1/2 inch iron rod with a yellow plastic cap stamped 'DAA" set for corner; THENCE North 70 degrees 26 minutes 04 seconds West, o distance of 110.58 feet to a 1/2 inch iron rod with o yellow plastic cap stomped 'DAA" set for corner; THENCE North 19 degrees 33 minutes 56 seconds East, a distance of 1.09 feet to a 1/2 Inch iron rod with a yellow plastic cop stomped "DAA" set for corner; THENCE North 25 degrees 26 minutes 04 seconds West, o distance of 56.52 feet to a 1/2 inch iron rod with o yellow plastic cap stamped "DAA" set for corner; THENCE North 70 degrees 26 minutes 04 seconds West, a distance of 72.26 feel to a 1/2 inch iron rod with a yellow plastic cop stamped "DAA" set for corner; THENCE North 19 degrees 33 minutes 56 seconds East, a distance of 70.94 feet to a 1/2 inch iron rod with o yellow plastic cop stamped 'DAA" set for corner; THENCE North 70 degrees 26 minutes 04 seconds West, a distance of 83.51 feet to a 1/2 inch iron rod with o yellow plastic cap stamped "DAA" set for corner; THENCE North 19 degrees 33 minutes 56 seconds East, o distance of 49.06 feet to a 1/2 inch iron rod with a yellow plastic cop stomped 'DAA" set for corner; THENCE North 70 degrees 26 minutes 04 seconds West, a distance of 109.04 feet to a 1/2 inch iron rod with a yellow plastic cop stomped 'DAA" set for corner•, THENCE North 13 degrees 59 minutes 19 seconds East, a distance of 82.80 feet to a 1/2 Inch iron rod with a yellow plastic cap stamped "DAA" set for corner; THENCE North 38 degrees 40 minutes 50 seconds West, a distance of 52.98 feet to a 1/2 inch iron rod with a yellow plastic cap stomped 'DAA" set for corner•, THENCE North 34 degrees 12 minutes 41 seconds West, a distance of 70.18 feet to a 1/2 inch iron rod with a yellow plastic cop stamped "DAA" set for corner; THENCE North 58 degrees 21 minutes 32 seconds West, a distance of 108.14 feet to a 1/2 inch iron rod with a yellow plastic cap stamped 'DAA" set for corner; THENCE North 55 degrees 54 minutes 03 seconds West, a distance of 99.43 feet to a 1/2 inch iron rod with a yellow plastic cap stomped "DAA" set for corner; THENCE North 71 degrees 47 minutes 35 seconds West, a distance of 142.04 feet to a 1/2 inch iron rod with o yellow plastic cop stomped "DAA" set for corner; THENCE North 86 degrees 16 minutes 48 seconds West, a distance of 104.57 feet to a 1/2 inch iron rod with yellow plastic cap stomped "DAA" set for corner; THENCE North 88 degrees 53 minutes 32 seconds West, a distance of 139.64 feet to a 1/2 inch iron rod with a yellow plastic cap stomped 'DAA" set for corner; THENCE South 54 degrees 36 minutes 08 seconds West, a distance of 165.68 feet to a 1/2 inch iron rod with o yellow plastic cap stomped "DAA" set for corner; THENCE South 01 degrees 12 minutes 27 seconds West, a distance of 91.26 feet to a 1/2 inch iron rod with a yellow plastic cop stomped "DAA" set for corner; THENCE South 69 degrees 40 minutes 04 seconds East, a distance of 60.02 feet to 0 1/2 inch iron rod with o yellow plastic cap stamped "DAA" set for corner; THENCE South 84 degrees 39 minutes 32 seconds West, a distance of 268.89 feet to 0 1/2 inch iron rod with a yellow plastic cop stamped "DAA" set for corner•, THENCE South 10 degrees 09 minutes 32 seconds East, a distance of 30,00 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "DAA" -set for corner; - THENCE South 77 degrees 42 minutes 29 seconds West, a distance of 149.21 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "DAA" set for corner; THENCE South 15 degrees 56 minutes 28 seconds East, a distance of 122.02 feet to a 1/2 inch iron rod with a yellow plastic cop stamped "DAA" set for corner at the beginning of a non -tangent curve to the left having a central angle of 14 degrees 38 minutes 46 seconds, o radius of 1,358.00 feet and a chord bearing and distance of South 66 degrees 44 minutes 09 seconds West, 346.19 feet; THENCE Southwesterly, along said curve to the left, on arc distance of 347.13 feet to 0 1/2 Inch iron rod with a yellow plastic cop stamped "DAA" set for corner at the beginning of a non-tongent curve to the left having a central ongle of 23 degrees 29 minutes 07 seconds, a radius of 325.00 feet and o chord bearing and distance of North 47 degrees 57 minutes 30 seconds West, 132.29 feet; THENCE Northwesterly, along said curve to the left, on arc distance of 133.22 feet to o 1/2 inch iron rod with a yellow plastic cop stamped 'DAA" set for corner; THENCE North 39 degrees 37 minutes 45 seconds West, a distance of 20.29 feet to 0 1/2 inch iron rod with a yellow plastic cop stamped "DAA" set for corner; THENCE North 44 degrees 28 minutes 33 seconds West, o distance of 87.67 feet to a 1/2 inch iron rod with a yellow plastic cap stomped "OAA" set for corner; THENCE North 71 degrees 14 minutes 41 seconds West, a distance of 91.06 feet to a 1/2 inch iron rod with a yellow plastic cap stamped 'DAA" set for corner•, THENCE North 65 degrees 25 minutes 23 seconds West, a distance of 82.80 feet to a 1/2 Inch iron rod with a yellow plastic cop stomped 'DAA" set for corner; THENCE North 77 degrees 18 minutes 24 seconds West, a distance of 56.77 feet to a 1/2 inch iron rod with o yellow plastic cop stamped "DAA" set for corner at the beginning of a non -tangent curve to the left having a central angle of 05 degrees 48 minutes 58 seconds, a radius of 1,778.00 feet and a chord bearing and distance of South 49 degrees 40 minutes 03 seconds West, 180.41 feet; THENCE Southwesterly, along said curve to the left, on are distance of 180.48 feet to a 1/2 inch iron rod with a yellow plastic cop stomped 'DAA" set for corner; THENCE North 55 degrees 05 minutes 29 seconds West, a distance of 70.65 feet to a 1/2 inch iron rod with a yellow plastic cop stamped "OAA" set for corner at the beginning of a non -tangent curve to the left having o central angle of 54 degrees 49 minutes 26 seconds, a radius of 60,98 feet and o chord bearing and distance of North 23 degrees 32 minutes 03 seconds West, 56.15 feet; THENCE Northwesterly, along sold curve to the left, on arc distance of 58.35 feet to a 1/2 inch iron rod with a yellow plastic cap stomped 'DAA" set for corner; THENCE North 67 degrees 16 minutes 17 seconds West, a distance of 46.06 feet to a 1/2 inch iron rod with o yellow plastic cop stamped "DAA" set for corner; THENCE North 81 degrees 43 minutes 08 seconds West, a distance of 70.43 feet to o 1/2 inch iron rod with a yellow plastic cap stamped "DAA" set for corner; THENCE North 76 degrees 02 minutes 35 seconds West, a distance of 66.23 feet to 0 1/2 inch iron rod with a yellow plastic cop stomped "DAA" set for corner; THENCE North 86 degrees 39 minutes 38 seconds West, a distance of 64.60 feet to a 1/2 inch iron rod with a yellow plastic cop stomped "DAA" set for corner; THENCE North 48 degrees 07 minutes 09 seconds West, a distance of 159.64 feet to a 1/2 inch iron rod with a yellow plastic cop stamped 'DAA" set for corner; THENCE along said North line the following twelve (12) courses and distances; North 82 degrees 01 minutes 37 seconds East, a distance of 215.46 feet to a on Army Corps of Engineers concrete monument with a brass disk stomped "H719-2-11A" found for corner; North 82 degrees 11 minutes 45 seconds East, a distance of 400.50 feet to a an Army Corps of Engineers concrete monument with o brass disk stomped "H719-2-11" found for corner; South 21 degrees 52 minutes 48 seconds East, a distance of 71.36 feet to 0 on Army Corps of Engineers concrete monument with a brass disk stamped "H719-2-10" found for corner; South 52 degrees 07 minutes 41 seconds East, a distance of 506.32 feet to a on Army Corps of Engineers concrete monument with a brass disk stamped "H719-2-9" found for corner; North 02 degrees 44 minutes 31 seconds East, a distance of 232.64 feet to o an Army Corps of Engineers concrete monument with a brass disk stomped "H719-2-8" found for corner; North 53 degrees 05 minutes 08 seconds West, o distance of 312.44 feet to o an Army Corps of Engineers concrete monument with a brass disk stomped "H719-2-7" found for corner; North 63 degrees 58 minutes 48 seconds East, a distance of 128.05 feet to a on Army Corps of Engineers concrete monument with a brass disk stomped "H719-2-6" found for corner; North 88 degrees 55 minutes 39 seconds East, a distance of 500.18 feet to a on Army Corps of Engineers concrete monument with a brass disk stomped "H719-9-2-5' found for corner; North 51 degrees 33 minutes 11 seconds East, a distance of 408.50 feet to a on Army Corps of Engineers concrete monument with a brass disk stamped "H719-9-2-4 Y67" found for corner; South 47 degrees 15 minutes 07 seconds East, a distance of 237.51 feet to a on Army Corps of Engineers concrete monument with a brass disk stomped "H719-2-3" found for corner; North 28 degrees 19 minutes 23 seconds East, a distance of 195.73 feet to a on Army Corps of Engineers concrete monument with a brass disk stomped "H719-2-2" found for corner; South 73 degrees 03 minutes 38 seconds East, a distance of 335.52 feet to 0 on Army Corps of Engineers concrete monument with a brass disk stamped "H719-2" found for corner; North 01 degrees 13 minutes 43 seconds East, a distance of 347.58 feet to the POINT OF BEGINNING and containing 81.032 acres of fond, more or less. 110 LOTS - 81.032 ACRES FINAL PLAT SUNSET POINTE PHASE SEVENTEEN AN ADDITION TO THE TOWN OF LITTLE ELM PIERCE FULGHUM SURVEY - ABSTRACT NO. 427 WILLIAM H. HAWKINS SURVEY - ABSTRACT NO. 583 P.T. HOMES SURVEY - ABSTRACT NO. 644 M.E.P. & P.R.R. SURVEY - ABSTRACT NO. 917 W. HOLMES SURVEY - ABSTRACT NO. 1669 DENTON COUNTY, TEXAS MARCH 2O05 SCALE: 1"=100' OWNERS LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. 1707 MARKETPLACE BLVD., SUITE 250 469-587-5200 IRVING, TEXAS 75063 SUNSET POINTE I, LTD. 5225 VILLAGE CREEK DRIVE, SUITE 300 972-931-9537 PLANO, TEXAS 75093 ENGINEER DOW✓✓> NDERSON &rASCIATES, INC. Wu934069b5225 O DSde00 MaS7503 97& CAB. 3OF 4 Filed for Record in, Denton Counts on. Jun 120007 at 09'37A As a Plat Document Number: 6EL48 Amount 172.00 Receipt Number - 393875 Est Jane Morris z i G u W S ci V 2 J STATE OF TEXAS § COUNTY OF DENTON § NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS THAT SUNSET POINTE I, LTD. a Texas limited partnership and LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., a Texas limited partnership, acting herein by and through its duly authorized officers, does hereby adopt this plat designating the hereinobove described property as SUNSET POINTE PHASE SEVENTEEN, on addition to the Town of Little Elm, Denton County, Texas and does hereby dedicate to the public use forever the streets and alleys thereon; and does hereby dedicate the easement strips shown on the lot for mutual use and accommodation of oil public utilities desiring to use or using P P P 9 9 some. No buildings, fences, trees, shrubs, or other improvements shall be constructed or placed upon, over, or across the easement strips on said plot. Any public utility shall hove the right to remove and keep removed all or part 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 any of these easement strips, and any public utility sholl at all times have the right of ingress or egress to and from and upon any said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, and adding to or removing all or part of Its respective system without the necessity at any time of procuring the permission of anyone. SUNSET POINTE I, LTD. a Texas limited partnership By. Lennor Texas Holding Company a Texas corporation Co -Managing General Partner SVBYLY-Q—W$-PER1lFICATE KNOW ALL MEN BY THESE PRESENTS That 1, SEAN SHROPSHIRE, a Registered Professional Land Surveyor, do hereby certify that I have prepared this plot from on actual on the ground survey of the land; and the monuments shown hereon were found and/or placed under my personal supervision in accordance with the Ordinances of the Town of Little Elm, Denton County, Texas. tV rFY TF9.9s Sean Shropshire .y'q� ��•;* Registered Professional Land Surveyor •••^^^ No. 5074 SEAN SHROPSHIRE q 5674 7�:Q STATE OF TEXASRC�ESS%O J( COUNTY OF COLLIN E' BEFORE ME, the undersigned, a Notary Public In and for the State of Texas, on this day personally appeared Sean Shropshire, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of-5 2007. By �` _ roon4:G �t RAY Public, Stale of Texas Notary Tres Name:lackDawson Notary P blic in and or the 'tote of T as My)U9 on 10�' 2010Title: VicePresident By. London Development Company, Approved by the Town of Little Elm, Texas this 1. day of t/ . 2007 Co -Mono 'ng G nor aria Z��- - � ,11Unlil Ulf Jlgr� Mayor ,,*�'M, TEX4 V I:,, \ • \ a VMM John R. London Att'`"�y�- :nager J��� / ``� --,t ` 0 t - t City Secretary - "s Z i LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. O••% a Texas limited partnership•••�'•••••••••00 �o�` By. Lennor Texas Holding Company"rgll a Texas corporation \r uno its General Partner By. - Name: Jo k Dawson Title: Vice President STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, the undersigned authority, on this day personally appeared Jack Dawson, Vice President of Lennor Texas Holding Company, a Texas corporation, Co-Monoging General Partner of Sunset Pointe I, Ltd., a Texas limited partnership, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the purposes and consideration therein expressed, as the act and deed of Sunset Pointe I, Ltd., a Texas limited partnership, and in the capacity therein stated. IVEN ER MY HAND AND SEA OF this - day of _ - 2007. r. f� A n/ _ �acy P h in and for the S to of ex" ;.R' SHERRI L JACOBS 1 MY COhfhtiSS10N EXPIRES °Trg,gy,�:'" Jutyti,2007 STATE OF TEXAS § COUNTY OF COLLIN § BEFORE ME, the undersigned authority, on this day personally appeared John R. Landon, Manager of London Development Company, a Texas limited liability company, Co-Monaging General Partner of Sunset Pointe I, Ltd„ a Texas limited partnership, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me,tkiot he executed the some for the purposes and consideration therein expressed, as the act and deed of Sunset Pointe , Lt ., a Texas limited partnership, and 11 the copaa ,Atfherein stated. GIVEN UNDER Y D ASEAL OF 0 FICE this ��_doy of R__2007. t / o%£ JOAN P.WIDBY o�: • ":' ° Notary Public. State of Texas o r Public in and for the Sfate of Te,+1• :;•g` My Commission Expires y October 22, 2009 STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, the undersigned authority, on this day personally appeared Jack Dawson, Vice President of Lennor Texas Holding Company, a Texas corporation, General Partner of Lennor Homes- of Texas Land and Construction, Ltd., a Texas limited partnership, known to me to be the person and officer whose name Is subscribed to the foregoing Instrument, and acknowledged to me that he executed the same for the purposes and consideration therein expressed, as the act and deed of Lennor Homes of Texas Land and Construction, Ltd., aTexas limitedn partnership, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this -10 =day of FYI, /7' �.,.., 2007. N'. PY"•, CAROLSELF _____ MYCOMMISSION EXPIRES Notary_Public in and for the St a of Texas '%T€,p kllly Odobor22,2010 ELECTRIC 110 LOTS — 81.032 ACRES FINAL PLAT SUNSET POINTE PHASE SEVENTEEN AN ADDITION TO THE TOWN OF LITTLE ELM PIERCE FULGHUM SURVEY , ABSTRACT NO. 427 WILLIAM H. HAWKINS SURVEY - ABSTRACT NO. 583 P.T. HOMES SURVEY - ABSTRACT NO. 644 M.E.P. & P.R.R. SURVEY - ABSTRACT NO. 917 W. HOLMES SURVEY - ABSTRACT NO. 1669 DENTON COUNTY, TEXAS MARCH 2O05 SCALE: 1"=100' OWNERS LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. 1707 MARKETPLACE BLVD., SUITE 250 469-587-5200 IRVING, TEXAS 75063 SUNSET POINTE I, LTD. 5225 VILLAGE CREEK DRIVE, SUITE 300 972-931-9537 PLANO, TEXAS 75093 ENGINEER ` DOWDEY, ANDERSON & ASSOCIATES, INC. 5225 SefedeDme,S*2W Pia Teaa75Q93 111-1111111 DATE %% 5 DATE Filed for Record in: Denton County On: Jun 12t2OO7 at 09:37A As a Plat Document Number'. LE64E Amount 172.00 Receipt Number - 393E75 Byt .loon Moir ie 0 CAB. 4OF4 V2V141/