The URL can be used to link to this page

SL2645As �s ,z, - '`S'� • uW.. weer Nie , _ vuuccrt no CS OI fi06714 W. 3 v9e/rSo✓ ;,Y �I(�3.R9 « `�n°° R=599.924,. m �ZS3684 1-90-f37r1 W. F R�IJ %%Q /A �,�7s0 16 NS�� S66'42'47"E L=247.76 Ra:J3l0 8a > 40 `�37�% U% %G,C+�/3 " L �c 'L$� 14,41' C6=S78'48'S0"E a' iPSA 2A�O.638 e PROJECT can. "U, �c co C=246.00 4 x SITE $ ca,o°° '� cv, i'Gsc�/s iX r1,4 C 6/.S3 S66'42'47"E 16.68, �iC RFRo ELM FORK RANCH 100 0 100 200 300 _ yr PARTNERS, LTD. D.C.C. R.P R7-RD. O62265 a GT. RAPHIC SCALE - FEET D.C.C.F.# # m H s SURv�� A=7.58'22" '� �j,� TEMPORARY TURN >79.79 e s SCALE: 1 "=100' PCKSpNp 6� ti RL 2800.73 A=23'S2'48" g. AROUND `` R=645.00 EASEMENT H ,v ?/2�.. BY SEPARATE 4 `s s „� ��°" ,� W • P�S (RpC� 11 C6=N2C5400.41 (PROPOSED) L=268.83 / F INSTRUMENT 30' DRAINAGE CB=S78'S524"E EASEMENT C=266.89 / 2�0 BY SEPARATE LOT 4 / DO' 2S6 iR INSTRUMENT Q BLOCK A LOCATION MAP I V��F�Q9°1 �'�i, f�q '�.. 5.150 ACRES 0 \OI QCj. khq C °qa �G M°j 763 46• > %Q. y \ APR\POQ�\P Lg, G�. qo 224,344 SQ. FT. / �y� vsa c> IC?o° Cos v UTILITY ESMT. BY THIS PLAT 22° 6 ✓ / (PROPOSED) n UTILITY ESMT. /90� / tP / 9 15' SANITARY / GpS �� RRq ,. VOL.5229, PG. 3408 / 2�/ C2> a: LOT 3 S. SEWER EASEMENT / \1 C,yp a=00'00 55 R.P.R.D.C.T. / / r—C2 tS BY THIS PLAT / �/6 R=5714.58' aE / / !o °' BLOCK A / / EASEMENT DRAINAGE/ Rlv`'e. S/ , (� / 1,ge/ / o �j1 / BY SEPARATE xj,� 14�15' WATER �:5. L=1.53 °qRF • 2� /� / O °° �� INSTRUMENT / $ / EASEMENT CB=N33°52'10"E>y �"oy / / /� '� `!. 5 F 3.362ACRES / b� / BY THIS PLAT kR N / / j 96 !o / / mo,9° "9 .. 146,465 SQ. FT. .R / (qr °gngv°r C=1.53 q Cqp / / !o� / WATER ,95 S S / Cps POINT OF BEGINNING ! EASEMENT G� �; off, wo / !y o�, �gA ! BY THIS PLAT IRS // /o /!' •oN \ �' �j� l�o\a\Sx. a'in (s2 A=2'48'19" / e9 �05 o��p3 �Os C2 15' DRAINAGE c� �s / 6 R=5714.58' / 1' < / °? EASEMENT C !7 �' F V ��' WWD DANCE L=279.79' / / !�P 04 \ 10' PEDESTRIAN �02 0 \ RS BY THIS PLAT ��i �C27 p0 s^ x\ ! APARTMENTS,L7D. >79s C6=N32'2T31"E // ACCESS EASEMENT o°P4 �ry !vo H89 �.'�� // ��7?,rye ° ��°°4 9d VOL, 5178, PG.433 \ BY THIS PLAT y � , D.R.D.C.T. / / \ \ \ J 0 ! mar 4' �. (� ,ee 8.72' C=279.76 .� as -' UTILITY ESMT. ! 15' WATER �P ry �V�ry !`�a �o�7�S,2� 17? ` ��° 15' WATER s> FRS 15' DRAINAGE POINT OF COMMENCING / VOL.5229, PG. 3408 \ \s\ EASEMENT o� °�� C20, F iR /e EASEMENT L184 EASEMENT ° / R.P.R.D.C.T. Q o� \C{, S / �, °/� BY THIS PLAT / !O — BY THIS PLAT QQ h \(> S / BY THIS PLAT IRS / / \ Q .°.' gM 15' DRAINAGE 32\ fps• / \p4 ^ h `%" !' "' ELM FORK RANCH 2 \\ \! EASEMENT \ mow. // ° ° 2S. 2s ae /^ w" PARTNERS, LTD. BY THIS PLAT n `Cy 2 °, Sq yirq qTe ",1 �p6, ^7S C7s�y b�'� D.C.C.F.# 97 ROO62265 d / ° \ / erFgsRrRq �<, ea`�1ya R.P.R.D.C.T. 8.82' 561. \\ !�� s !s / \ \ `w c2 1' ry / �FMF SP�'�g ' C1-0 V N' A=90'38'33° C123tia R=80.00 '� \ !�ry9 \ / LOT 1 15' WATER /� moo \ V1g0 / L=126.56 10' PEDESTRIAN o \ V EASEMENT �/ \ V ERRI N SUR43 ACCESS EASEMENT \\ !.� r r BY THIS PLAT \ F CB=N14'15'S3°W BY THIS PLAT \ \°' �L109r. \;oU95,o 15' DRAINAGE BLOCK A 1-, / \ (N14.47-52"W) C23 a o C33 0+ ++ EASEMENT n/ /v a O SANITARY SEWER W • P • C� p / C=113.77 \ \ C10 C24 ' BY THIS PLAT 16.83 ACRES 4i � EASEMENT STRP �s (PROPOSED) \ I —1 (s BY THIS PLAT Pe \\ V r c1-9 w I— L„s 733,241 SQ. FT. 7 s A LOT 2 \ / V,TB - uL72 C18'-• �C714 C �-r. ^ .9.r�/ m175 r r `• !y ON \\ I 1 r '" m �CryZ; C> \U1g / Cs 15 WATER BLOCK A as / d m l ° y x2 BY THESEPLAT M \9� �2 \ r = w °Z� /\�,6��1 <s� //— ALTA CARROLLTON 0'p UTILITY ESMT. •j \\ ;� L68� s �1 `' \ �j • ADDITION 4.463 ACRES VOL.5229, PG. CP / o� 194,399 SQ. FT. R.P.R.D.C.T. 08L\\ I UhJ 25' WATER AND Cl> L38 15' DRAINAGE SANITARY SEWER > o° LOT 1, BLOCK A G y J e \e EASEMENT EASEMENT C7> ELM FORK RANCH -jT moo N — _C7 �� /BY THIS PLAT BY THIS PLAT s CAB.U, PG.529 PARTNERS, LTD0 15� DRAINAGE ESMT. , 112 ROW DEDICATION P.R.D.C.T. D.C.C.F.# 97-R0062265 0 G ��O BY SEPARATE /y� g, BY THIS PLAT 'A- P e $ G �3920 (0.0594 ACRES) R.P.R.D.C.T. o °o INSTRUMENT �r m Jl,so S 0.261 ACRE 15 UTILITY ems'' / ti6k`g' s/sqF VOL5229SPG. MT.U' >S7o'°q W Cis ` C11 ELM FOVOL. 5073, PG. 846K RANCH S, LTD. 3408 s/s%RF S7 �.00' >9. v3 \ 9 R.P.R.D.C.T. 4. J` , S R.P.R.D.C.T. SASZAAg5253W�� kHgC� o lhnyk 204on(V/ 43k 40 A=00'14'13" �29'02'18 yA 04k \S%4.4$'¢Jnw� 44 '.`x-1j2 s•8p, R=1045.00' R=1045.00' -`` 382 40, 9.4s. Fa " �N A (�2p 4OCK) s•RF 3•as' FINAL PLAT L=4.32' C6=sas•1,'1s"w L=529.62 � Jv O e / . 1a qRq F N qGF \ ' R 6055.00 CS44 32�, 7"w) �S601 �'33 j 2 w C21 N, pA � ky c LOT 1, BLOCK A sTRUFS4j� / L=118.51 C=523.97` P•R,p, T 333 WIND DANCE ADDITION MFNT S31'03'23"W CB=S34'16'28"W AN ADDITION TO THE CITY OF CARROLLTON, DENTON COUNTY, TEXAS \ (S30'31'24' W) (S33'44'29"E) 9.51, C=118.45 16.83 ACRES SITUATED IN THE LEGACY/MONTEREY HOMES, L.P. W.J. JACKSON SURVEY, ABSTRACT No. 671 A=89'z1'28'• VOL, 4681, PG. 84 AND THE WA FERMS SURVEY, ABSTRACT No. 437 / R=80.00 R.P.R.D.C.T. / \ L=12477 CITY FILE No. 89-02FP1 / CB=S75'44'07"W / (S75.12'08"W) C=112.50 LEGEND D'N�� C8�1NTYeCQ�fX in: IRS - 5/8 inch iron rod set with Huitt-Zollars Cap PREPARED BY T CYNTHIA MITCHkLL, COUNTY CLERK BASIS OF BEARINGS: (435,60) -Deed or record bearing or distance PREPARED FOR ��L� on Jun 09 2003 WIND DANCE APARTMENTS, LTD. At 10:37am THE BEARING OF NORTH 33 DEGREES 52 MINUTES 36 SECONDS EAST 1100 N.E. LOOP 410 Huitt-Zoilara, Inc. Dallas Receipt #: 34137 ALONG THE EASTERLY RIGHT—OF—WAY LINE OF STATE HIGHWAY 121 SUITE 900 3131 McKinney Avenue, Suite 600 Docording: 6.00 108.00 ACCORDING TO THE DONATION DEED FOR A CONTROLLED ACCESS HIGHWAY AS SAN ANTONIO, TEXAS 78209 Dallas, Texas 75204-2489 Doc/Num : 2003-ROO89455 RECORDED IN VOLUME 3128, PAGE 901, OF THE DEED RECORDS DENTON COUNTY, TEXAS. TEL, 210-824-6044 Phone (214) 871-331t Fax (214) 871-0757 Doc/Type • pLA Deputy -Jane Project No. 01-3136-09 SHEET 1 OF 3 i 3 LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE I LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING L1 68.81 S22'00'24"W L50 15.00 N89'21'27"E L95 20.00 N56'07'24"W L138 30.22 S46'40'52"E L2 197.64 S27'17'37"W L51 15.19 S41'49'30"E L96 15.00 N33'52'37"E L139 227.60 S27'17'37"W L4 1 147.88 N46'40'52"W L52 70.46 S89'21'28"W L97 20.00 N56'07'25"W L140 22.50 S78'04'37"E L5 16.45 S46'40'52"E L53 265.67 N00'38'33"W L98 198.51 N33'52'36"E L141 20.00 N11'55'23"E L6 152.61 S46'40'52"E L54 143.96 S89'21'27"W L100 30.58 N58'56'38"W L142 15.00 S78'04'37"E L7 98.59 S21'05'24"W L56 15.00 N89'21'28"E L101 234,95 WT52'36"E L143 20.00 N11'55'24"E L8 51.41 N10'27'10"E L57 15.00 N00'38'36"W L1021 15.00 S56'07'24"E L1441 96.68 S780437E L9 171.47 S75'20'40"W L58 15.00 N89'21'28"E L103 15.00 N33'52'35"E L145 10.00 N11'S5'22"E L10 109,24 N80'28'44"E L61 32.22 N00'38'33"W L704 15.00 S56'07'25"E L146 15.00 S78'04'37"E L11 55,26 N71'01'19"E L62 85.00 N89'21'27"E L105 64.39 N33'52'36"E L147 10.00 N11'55'22"E L12 60.23 N71'01'19"E L63 15.00 N00'38'33"W L106 295.11 N58'56'37"W L148 28.69 $78'04'37"E L131 109.24 N80'28'44"E L64 85,00 N89'21'27"E L107 17.12 S76'03'23"W L149 39.94 N00'38'33"W L14 17L47 S75'20'40"W L65 33.87 N00'38'33"W L108 10.04 N34'50'08"W L150 19.00 S89'21'27"W L15 64.72 N10'27'10"E L66 106.73 S75'20'40"W L109 15.00 N55'20'21"E L151 15.00 S89'21'27'W L16 139.02 S21'05'24"E L67 15.00 S14'39'20"E L110 10.00 N34'50'09"W L152 10.00 N00'38'34"W L19 201.52 S27'17'37"W L68 15.00 S75'20'40"W L111 10.00 N15'41'08"W L153 109.96 S89'21'27"W L20 71.48 S22'00'24"W L69 15.00 S14'39'20"E L112 MOO N74'18'51"E L154 183.96 N00'38'33"W L23 69.88 N58'56'38"W L70 65.16 S75'20'40"W L113 10.00 N15'41'08"W L155 15.00 S89'21'27"W L24 20.35 N29'31'04"W L71 15.00 S25'02'02"E Li14 46.89 S75'20'40"W L156 15.00 N00'38'34"W L25 120.63 N58'56'38"W L72 15.00 N64'57'57"E L115 15.00 N14'39'19"W L157 15.00 S89'21'27"W L261 43.00 N31'03'22"E L73 15.00 S25'02'02"E L116 15.00 S75'20'40"W L158 9.79 N00'38'33"W L27 30.95 N58'56'38"W L74 13.23 S35'28'20"E L117 15.00 N14'39'18"W L159 60.46 S89'21'28"W L28 28.00 S31'03'22"W L75 15,00 S54'31'41"W L118 125.00 N75'20'41"E L160 1.50 300'38'33"E L29 128.97 N58'56'38'"W L76 10.00 S35'28'20"E L119 11.85 $24'00'28"W L161 15.00 S89'21'27"W L32 43.01 S31'03'22"W L77 43.25 S31'08'35"E L120 187.93 N00'38'33"W L162 15.00 N00'38'33"W L33 18.72 S02'50'29"W L78 88.12 N58'56'38"W L121 16.83 N89'21'26"E L163 15.00 S89'21'27"W L34 168A1 S56'55'49"E L79 40.00 S31'03'23"W L122 13.00 S00'38'35"E L164 239.52 N00'38'33"W L35 102.04 S29'40'35"E L80 15.00 S58'56'37"E Li23 15.00 S89'21'26"W L166 14.14 N44'21'26"E L36 5.00 S60'19'26"W L81 40.00 S31'03'23"W L124 13.00 S00'38'35"E L167 14.14 N44'21'27"E L37 15.00 S29'40'35"E L82 15.42 N58'56'38"W L125 128.77 S78'04'37"E L168 25.97 S00'38'33"E L38 25.00 S60'19'25"W L83 22.00 S31'03'22"W L126 10.00 S11'55'23"W L169 43.26 S59'23'24"E L39 15.00 S29'40'35"E L84 15.00 N58'56'38"W L127 15.00 S78'04'37"E L770 48.61 S35'50'08"E L40 5.00 S60'19'26"W L85 22.00 S31'03'22"W L128 227.60 S27'17'37"W L771 160.37 S00'38'33"E L41 83.25 S29'40'35"E L86 157.52 N58'56'38"W L129 28.65 S00'45'07"E L172 135.08 S00'38'33"E L42 157.94 S56'55'49"E L87 24.00 S31'03'21"W L130 15.00 S89'14'52"W L173 70.56 S45'46'04"E L43 27.34 S02'50'29"W L88 15.00 N58'56'37"W L131 28.00 S00'45'07"E L174 88.77 S00'38'33"E L44 43.01 S31'03'22"W L89 24.00 S31'03'22"W L132 148.88 S89'14'52"W L175 50.00 S89'21'27"W L45 113.46 N89'21'27"E L90 73.08 N58'56'38"W L133 22.05 N58'56'37"W L176 20.99 N89'21'26"E L46 15.00 N89'21'27"E L91 15.02 N33'52'36"E Li34 15.00 N31'03'26"E L177 19.75 N42'23'14"E L47 198.09 N00'38'33"W L92 123.12 533'S2'36"W L135 17.78 N58'S6'37"W L178 73.71 N42'23'14"E L48 15.00 N89'21'27"E L93 68.08 N58'56'38"W L136 147.53 S89`14'52"W L179 118.67 N25'13'02"W L49 15.00 N00'38'32"W L94 101.57 N33'52'36"E L137 26.56 N00'45'OS"W L180 54.06 S39'52'02"E LINE TABLE LINE LENGTH L181 15.85 _BEARING N42'03'40"W L182 71.34 S31'59'40"E L183 80.54 N25'13'02"W L184 12.24 N11'55'24"E L185 34.87 S78'04'37"E L186 28.99 S22'00'24"W L1871 54.71 S78'04'37"E L188 12.00 S31'03'22"W L189 15.00 S58'56'38"E L190 12.00 S31'03'22"E L191 10.00 S11'55'23"W L192 16,92 N00'38'33"E L193 20.00 S89'21'26"W L194 9.52 N29'02'46"W L195 15.00 N60'57'15"E L196 9.52 N29'02'46"W L197 33.30 S22'00'23"W U98 15.00 S67'59'35"E L199 31.91 S22'00'24"W L200 132.07 N57'37'53"W L201 133.48 N57'37'53"W L202 7.27 S8914'52"W L203 15.00 N00'45'08"W L204 147.65 S89'14'52"W L205 15.00 S89'21'27"W L206 15.00 S0038'33"E L207 1 15.00 S89'21'27"W CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD BEARING CHORD C1 292.50 05'17'14" 26.99 N24'39'01"E 26.98 C4 62.50 2535'28" 27.92 N33'53'08"W 27.68 C5 62.50 31'32'34" 34.41 N05'19'07"W 33.97 C6 1085.50 24'29'55" 464,14 S57'58'25"W 460.61 C7 1070.50 29.25'34" 549.79 S60'38'51"W 543.77 CS 192.50 05'08'04" 17.25 S77'54'42"W 17.24 C9 207.50 09'27'25" 34.25 N75'45'02"E 34.21 C10 192.50 09'27'25' 31.77 N75'45`02"E 31.74 C11 207.50 05'08'04" 18.59 S77'54'42"W 18.59 C12 1085.50 04'13'32" 80.05 S73'14'52"W 80.04 C15 307.50 05'17'14" 28,38 N2439'01"E 28.37 C16 62.50 28'12'53" 30.78 S16'56'56"W 30.47 C17 376.00 14'00'47" 91.96 S82'21'04"W 91.73 C18 1228.00 08'31'53" 182.85 S69'34'54"W 182.69 C19 1228.00 9'38'01" 206.11 S59'48'28"W 205.87 C21 34.50 87'10'47" 52.49 S77'27'59"W 47.57 C22 19.50 87'10'47" 29.67 S77'27'59"W 26.89 C23 1253,00 03'45'06" 82.05 S52'48'12"W 82.03 C24 1253.00 14'03'09" 307.31 N68'19'06"E 306.54 C25 1228.00 00'33'49" 12.08 S75'03'45"W 12.08 C26 401.00 04'50'13" 33.85 S77'45'47"W 33.84 C27 19,50 74'37'46" 25.40 S64'36'30"W 23.64 C28 44,50 52'09'17" 40.51 N53'22'15"E 39.12 C29 29.50 26'15'47" 13.52 N40'25'30"E 13.40 C30 34.50 74'37'46" 44.94 S6436'30"W 41.83 C31 62.50 27'1514" 29.73 N43'18'12"W 29.45 C32 77.50 28'12'53" 38.16 N16'56'56"E 37.78 033 1253.00 05'12'48" 114.01 S58'00'17"W 113.97 STANDARD NOTES Cab V P1.9 7 A. Sidewalks (which are required in all districts, with the single exception of local industrial streets) shall be constructed in accordance with the City of Carrollton's specifications. The developer will construct sidewalks along the front, rear and side of lots that abut collector or arterial thoroughfares or which abut perimeter streets, or where an alley is adjacent to a collector or arterial thoroughfare. The builder on a lot will construct all other sidewalk on the front and side lots on internal streets. Certificates of Occupancy will not be issued until such requirements have been met. B. Selling a portion of this addition by metes and bounds description without a replat being approved by the City of Carrollton is a violation of city ordinance and state law and is subject to fines and withholdings of utilities and building permits. VISIBILITY NOTE A. Intersection visibility triangles shall have dimensions specified in Section 53.40 et seq. Of the Carrollton Code of Ordinances. UTILITY CERTIFICATE THIS PLAT CORRECTLY PRESENTS THE REQUIRED EASEMENTS FOR THIS DEVELOPMENT. COSERV ELECTRIC ONCOR ENERGY DELIVERY NA PREPARED FOR WIND DANCE APARTMENTS, LTD 1100 N.E. LOOP 410 SUITE 900 SAN ANTONIO, TEXAS 78209 TEL. 210-824-6044 FINAL PLAT LOT 1, BLOCK A WIND DANCE ADDITION AN ADDITiCN TO THE CITY OF CARROLLTON, DENTON COUNTY, TEXAS 16.83 ACRES SITUATED IN THE W.J. JACKSON SURVEY, ABSTRACT No, 671 AND THE WA FERRIS SURVEY, ABSTRACT No. 437 PREPARED BY �� D, HUM- Huitt-Zollars, Inc. Dallas 3131 McKinney Avenue, Suite 600 Dallas, Texas 75204-2489 Phone (214) 871-3311 Fax (214) 871-0757 CITY FILE No. 09-02FP1 for Record in: COUNTY TX MITCHLLL, COUNTY CLERK OnAtJun 10:37003 ae2i #: 34137 y; 108.00 6.00 2003-ROO8894455 -Jane I Project No. 01-3136-09 SHEET 2 OF 3 OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF DENTON WHEREAS WIND DANCE APARTMENTS, LTD. is the owner of a tract of land situated in the W.J. Jackson Survey, Abstract No. 671, and the W.A. Ferris Survey, Abstract No. 437, City of Carrollton, Denton County, Texas and being all of a tract of land as described in Special Warranty Deed to Wind Dance Apartments, Ltd. as recorded in Volume 5178, Page 433, Deed Records Denton County, Texas (D.R.D.C.T.) and being more particularly described as follows; COMMENCING at the intersection of the centerline of Creek Valley Boulevard (a 90' right-of-way) as recorded in Cabinet U, Page 333 of the Plat Records Denton County, Texas (P.R.D.C.T.) and the easterly right -of way line of State Highway 121 (a variable width right-of-way) as evidenced by Donation Deed recorded in Volume 3128, Page 901 (D.R.D.C.T.); THENCE, North 31 degrees 03 minutes 24 seconds East, along the easterly right-of-way line of said State Highway 121, a distance of 134.72 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap at the beginning of a curve to the right having a central angle of 02 degrees 48 minutes 19 seconds, a radius of 5714.58 feet and being subtended by a chord bearing North 32 degrees 27 minutes 31 seconds East a distance of 279.76 feet; THENCE, along the easterly right-of-way line of said State Highway 121 and along said curve to the right an are distance of 279.79 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap at the POINT OF BEGINNING and being the beginning of a curve to the right having a central angle of 00 degrees 00 minutes 55 seconds, a radius of 5714.58 feet and being subtended by a chord bearing North 33 degrees 52 minutes 10 seconds East a distance of 1.53 feet; THENCE, along the easterly right-of-way line of said State Highway 121 and along said curve to the right an are distance of 1.53 feet to a 5/8 inch iron rod found with "KRA" cap at the end of said curve; THENCE, North 33 degrees 52 minutes 36 seconds East, continuing along the easterly right-of-way line of said State Highway 121 a distance of 524.10 feet to a 5/8 inch iron rod found with "KHA" cap; THENCE, South 58 degrees 56 minutes 38 seconds East, departing the easterly right-of-way line of said State Highway 121 a distance of 311.51 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 89 degrees 14 minutes 52 seconds East a distance of 136.10 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 27 degrees 17 minutes 37 seconds East a distance of 303.82 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, South 62 degrees 42 minutes 23 seconds East a distance of 154.25 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 26 degrees 00 minutes 32 seconds East a distance of 388.23 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 00 degrees 00 minutes 02 seconds West a distance of 183.65 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 89 degrees 21 minutes 27 seconds East a distance of 160.10 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, South 00 degrees 38 minutes 33 seconds East a distance of 951.60 feet to a 5/8 inch iron rod found with "KHA" cap on the northwesterly right-of-way line of Indian Run Drive (a variable width right-of-way) as recorded in Cabinet U, Page 333 (P.R.D.C.T.); THENCE, along the northwesterly right-of-way line of Indian Run Drive the following; South 75 degrees 20 minutes 40 seconds West a distance of 382.40 feet to a 5/8 inch iron rod found with "KHA" cap at the beginning of a curve to the left having a central angle of 29 degrees 02 minutes 18 seconds, a radius of 1045.00 feet and being subtended by a chord bearing South 60 degrees 49 minutes 32 seconds West a distance of 523.97 feet; Along the northwesterly right-of-way line of said Indian Run Drive and along said curve to the left an arc distance of 529.62 feet to a 5/8 inch iron rod found with "KHA" cap at the end of said curve; THENCE, North 58 degrees 56 minutes 38 seconds West, departing the northwesterly right-of-way line of Indian Run Drive a distance of 567.18 feet to the POINT OF BEGINNING and containing 16.83 acres of land, more or less. DEDICATION STATEMENT NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS; That WIND DANCE APARTMENTS, Ltd., acting herein by and through its duly -authorized officers, does hereby adopt this plat designating the herein above -described property as WIND DANCE, an addition to the City of Carrollton, Texas and does hereby dedicate, in fee simple, to the public use forever, the streets, alleys, and public use areas shown hereon and does hereby dedicate the easements shown on the plat for the purposes indicated to the public use forever, and said dedications being free and clear of all liens and encumbrances, except as shown herein. No buildings, fences, trees, shrubs, or other improvements shall be constructed or placed upon, over, or across the easements on said plat. Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to a particular utility or utilities, said use by public utilities being subordinate to the public's and City of Carrollton use thereof. The City of Carrollton and any public utility shall have 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 easements. The City of Carrollton or any public utility shall at all times have the right of ingress and egress to and from and upon any of 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. WIND DANCE APARTMENTS, Ltd does hereby bind itself, its successors and assigns to forever warrant and defend, all and singular, the above -described streets, alleys, easements and rights unto the public, against every person whomsoever lawfully claiming or to claim the same or any part thereof. To the best of my knowledge and belief there are no liens against this property. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Carrollton. WITNESS MY HAND THIS ��r DAY OF1#1 ' 2003. Wind Dance Apartments, Ltd., a Texas limited partnership By: HEBRON PARKWAY AT SH 121 BYPASS, LTD., a Texas limited partnership, its General Partner. By: CARROLLTON INVESTORS, L.L.C., a Texas limited Liablility company, its General partner. By: � e Douglas . Koh ch Senior Vice President and Manager STATE OF TEXAS : COUNTY OF jYeW q BEFORE the undersigned authority, a Notary Public in and for State of Texas on this day personally appeared, Douglas A. Koch, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same in the capacity therin stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the 3 0 day of %i 4Y 2003. AND FOR STATE OF TEXAS Xou54Ey My commission expires: 6'-/ L -Q003 _'=":>j$�"•'.�.'.'•.LINDdAtAiJFOUSLEY NlyXEPISION RES Ju16003 hly COAne,2 SURVEYOR CERTIFICATE STATE OF TEXAS I, Eric John Yahoudy, Registered Professional Land Surveyor, hereby certify that I have prepared this plat from an actual on -the -ground survey of the land and that the corner monuments shown thereon were pr ••Oe placed under my personal supervision in accordance with the platting rules and regulations of the City of Carrollton, Texas. < HO . j -29-03 seewseewe.•«seeeasi ERIC JOHN YAUDY Surveyor's SigKature oeeseeseee®se.aeeoeav ,o 4862 STATE OF TEXAS: TPA' O,_"". a• COUNTY OF DALLAS: r �q�Stla� BEFORE the undersigned authority, a Notary Public in and for State of Texas on this day personally appeared, Eric John Yahoudy, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same in the capacity therin stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the Afty of ;aYP�a•• E DARLENE FANNON NOTARY PUBLIC IN AND FOR STATE OF TEXAS ; *y NOTARY PUBLIC m!:ie r State of Texas '< o,Comm.Exp 09-20-2004 My commission expires: 0 CITY SIGNATURE BLOCK Zao2, On the __f2_day of OC-t-o'S6 P_ ?@>33, this plat was duly approved by the Planning and Zoning conAnission of the City of Carrollton. - Planning and Z ing Commission Signed: aj( D ector of Planning PREPARED FOR WIND DANCE APARTMENTS, LTD. 1100 N.E. LOOP 410 SUITE 900 SAN ANTONIO, TEXAS 78209 TEL. 210-824-6044 1-.0, City e0 PREPARED BY 2003. LOT 1, BLOCK A WIND DANCE ADDITION MON TO THE CITY OF CARROLLTON, DENTON COUNTY, 16.83 ACRES SITUATED IN THE W.J. JACKSON SURVEY, ABSTRACT No. 671 AND THE WA FERRIS SURVEY, ABSTRACT No. 437 CITY FILE No. 09-02FP1 HLIs, Inc. Dallas 3131 McKinney Avenue, Suite 600 Dallas, Texas 75204-2489 Phone (214) 871-33t1 Fax (214) 871-0757 DRW MACOIig in: CYNTHC IAMITCHLLL, COUNTY CLE On Jun 09 2003 At 10:37am Receipt #: 34137 Recording: 108.00 Doc/Mgmt : 6.00 Doc/Num : 2003-ROO89455 Doc/Type • PLA Deputy -Jane { I Project No. 01-3136-09 5tittf J Ur• e s �s ,z, - '`S'� • uW.. weer Nie , _ vuuccrt no CS OI fi06714 W. 3 v9e/rSo✓ ;,Y �I(�3.R9 « `�n°° R=599.924,. m �ZS3684 1-90-f37r1 W. F R�IJ %%Q /A �,�7s0 16 NS�� S66'42'47"E L=247.76 Ra:J3l0 8a > 40 `�37�% U% %G,C+�/3 " L �c 'L$� 14,41' C6=S78'48'S0"E a' iPSA 2A�O.638 e PROJECT can. "U, �c co C=246.00 4 x SITE $ ca,o°° '� cv, i'Gsc�/s iX r1,4 C 6/.S3 S66'42'47"E 16.68, �iC RFRo ELM FORK RANCH 100 0 100 200 300 _ yr PARTNERS, LTD. D.C.C. R.P R7-RD. O62265 a GT. RAPHIC SCALE - FEET D.C.C.F.# # m H s SURv�� A=7.58'22" '� �j,� TEMPORARY TURN >79.79 e s SCALE: 1 "=100' PCKSpNp 6� ti RL 2800.73 A=23'S2'48" g. AROUND `` R=645.00 EASEMENT H ,v ?/2�.. BY SEPARATE 4 `s s „� ��°" ,� W • P�S (RpC� 11 C6=N2C5400.41 (PROPOSED) L=268.83 / F INSTRUMENT 30' DRAINAGE CB=S78'S524"E EASEMENT C=266.89 / 2�0 BY SEPARATE LOT 4 / DO' 2S6 iR INSTRUMENT Q BLOCK A LOCATION MAP I V��F�Q9°1 �'�i, f�q '�.. 5.150 ACRES 0 \OI QCj. khq C °qa �G M°j 763 46• > %Q. y \ APR\POQ�\P Lg, G�. qo 224,344 SQ. FT. / �y� vsa c> IC?o° Cos v UTILITY ESMT. BY THIS PLAT 22° 6 ✓ / (PROPOSED) n UTILITY ESMT. /90� / tP / 9 15' SANITARY / GpS �� RRq ,. VOL.5229, PG. 3408 / 2�/ C2> a: LOT 3 S. SEWER EASEMENT / \1 C,yp a=00'00 55 R.P.R.D.C.T. / / r—C2 tS BY THIS PLAT / �/6 R=5714.58' aE / / !o °' BLOCK A / / EASEMENT DRAINAGE/ Rlv`'e. S/ , (� / 1,ge/ / o �j1 / BY SEPARATE xj,� 14�15' WATER �:5. L=1.53 °qRF • 2� /� / O °° �� INSTRUMENT / $ / EASEMENT CB=N33°52'10"E>y �"oy / / /� '� `!. 5 F 3.362ACRES / b� / BY THIS PLAT kR N / / j 96 !o / / mo,9° "9 .. 146,465 SQ. FT. .R / (qr °gngv°r C=1.53 q Cqp / / !o� / WATER ,95 S S / Cps POINT OF BEGINNING ! EASEMENT G� �; off, wo / !y o�, �gA ! BY THIS PLAT IRS // /o /!' •oN \ �' �j� l�o\a\Sx. a'in (s2 A=2'48'19" / e9 �05 o��p3 �Os C2 15' DRAINAGE c� �s / 6 R=5714.58' / 1' < / °? EASEMENT C !7 �' F V ��' WWD DANCE L=279.79' / / !�P 04 \ 10' PEDESTRIAN �02 0 \ RS BY THIS PLAT ��i �C27 p0 s^ x\ ! APARTMENTS,L7D. >79s C6=N32'2T31"E // ACCESS EASEMENT o°P4 �ry !vo H89 �.'�� // ��7?,rye ° ��°°4 9d VOL, 5178, PG.433 \ BY THIS PLAT y � , D.R.D.C.T. / / \ \ \ J 0 ! mar 4' �. (� ,ee 8.72' C=279.76 .� as -' UTILITY ESMT. ! 15' WATER �P ry �V�ry !`�a �o�7�S,2� 17? ` ��° 15' WATER s> FRS 15' DRAINAGE POINT OF COMMENCING / VOL.5229, PG. 3408 \ \s\ EASEMENT o� °�� C20, F iR /e EASEMENT L184 EASEMENT ° / R.P.R.D.C.T. Q o� \C{, S / �, °/� BY THIS PLAT / !O — BY THIS PLAT QQ h \(> S / BY THIS PLAT IRS / / \ Q .°.' gM 15' DRAINAGE 32\ fps• / \p4 ^ h `%" !' "' ELM FORK RANCH 2 \\ \! EASEMENT \ mow. // ° ° 2S. 2s ae /^ w" PARTNERS, LTD. BY THIS PLAT n `Cy 2 °, Sq yirq qTe ",1 �p6, ^7S C7s�y b�'� D.C.C.F.# 97 ROO62265 d / ° \ / erFgsRrRq �<, ea`�1ya R.P.R.D.C.T. 8.82' 561. \\ !�� s !s / \ \ `w c2 1' ry / �FMF SP�'�g ' C1-0 V N' A=90'38'33° C123tia R=80.00 '� \ !�ry9 \ / LOT 1 15' WATER /� moo \ V1g0 / L=126.56 10' PEDESTRIAN o \ V EASEMENT �/ \ V ERRI N SUR43 ACCESS EASEMENT \\ !.� r r BY THIS PLAT \ F CB=N14'15'S3°W BY THIS PLAT \ \°' �L109r. \;oU95,o 15' DRAINAGE BLOCK A 1-, / \ (N14.47-52"W) C23 a o C33 0+ ++ EASEMENT n/ /v a O SANITARY SEWER W • P • C� p / C=113.77 \ \ C10 C24 ' BY THIS PLAT 16.83 ACRES 4i � EASEMENT STRP �s (PROPOSED) \ I —1 (s BY THIS PLAT Pe \\ V r c1-9 w I— L„s 733,241 SQ. FT. 7 s A LOT 2 \ / V,TB - uL72 C18'-• �C714 C �-r. ^ .9.r�/ m175 r r `• !y ON \\ I 1 r '" m �CryZ; C> \U1g / Cs 15 WATER BLOCK A as / d m l ° y x2 BY THESEPLAT M \9� �2 \ r = w °Z� /\�,6��1 <s� //— ALTA CARROLLTON 0'p UTILITY ESMT. •j \\ ;� L68� s �1 `' \ �j • ADDITION 4.463 ACRES VOL.5229, PG. CP / o� 194,399 SQ. FT. R.P.R.D.C.T. 08L\\ I UhJ 25' WATER AND Cl> L38 15' DRAINAGE SANITARY SEWER > o° LOT 1, BLOCK A G y J e \e EASEMENT EASEMENT C7> ELM FORK RANCH -jT moo N — _C7 �� /BY THIS PLAT BY THIS PLAT s CAB.U, PG.529 PARTNERS, LTD0 15� DRAINAGE ESMT. , 112 ROW DEDICATION P.R.D.C.T. D.C.C.F.# 97-R0062265 0 G ��O BY SEPARATE /y� g, BY THIS PLAT 'A- P e $ G �3920 (0.0594 ACRES) R.P.R.D.C.T. o °o INSTRUMENT �r m Jl,so S 0.261 ACRE 15 UTILITY ems'' / ti6k`g' s/sqF VOL5229SPG. MT.U' >S7o'°q W Cis ` C11 ELM FOVOL. 5073, PG. 846K RANCH S, LTD. 3408 s/s%RF S7 �.00' >9. v3 \ 9 R.P.R.D.C.T. 4. J` , S R.P.R.D.C.T. SASZAAg5253W�� kHgC� o lhnyk 204on(V/ 43k 40 A=00'14'13" �29'02'18 yA 04k \S%4.4$'¢Jnw� 44 '.`x-1j2 s•8p, R=1045.00' R=1045.00' -`` 382 40, 9.4s. Fa " �N A (�2p 4OCK) s•RF 3•as' FINAL PLAT L=4.32' C6=sas•1,'1s"w L=529.62 � Jv O e / . 1a qRq F N qGF \ ' R 6055.00 CS44 32�, 7"w) �S601 �'33 j 2 w C21 N, pA � ky c LOT 1, BLOCK A sTRUFS4j� / L=118.51 C=523.97` P•R,p, T 333 WIND DANCE ADDITION MFNT S31'03'23"W CB=S34'16'28"W AN ADDITION TO THE CITY OF CARROLLTON, DENTON COUNTY, TEXAS \ (S30'31'24' W) (S33'44'29"E) 9.51, C=118.45 16.83 ACRES SITUATED IN THE LEGACY/MONTEREY HOMES, L.P. W.J. JACKSON SURVEY, ABSTRACT No. 671 A=89'z1'28'• VOL, 4681, PG. 84 AND THE WA FERMS SURVEY, ABSTRACT No. 437 / R=80.00 R.P.R.D.C.T. / \ L=12477 CITY FILE No. 89-02FP1 / CB=S75'44'07"W / (S75.12'08"W) C=112.50 LEGEND D'N�� C8�1NTYeCQ�fX in: IRS - 5/8 inch iron rod set with Huitt-Zollars Cap PREPARED BY T CYNTHIA MITCHkLL, COUNTY CLERK BASIS OF BEARINGS: (435,60) -Deed or record bearing or distance PREPARED FOR ��L� on Jun 09 2003 WIND DANCE APARTMENTS, LTD. At 10:37am THE BEARING OF NORTH 33 DEGREES 52 MINUTES 36 SECONDS EAST 1100 N.E. LOOP 410 Huitt-Zoilara, Inc. Dallas Receipt #: 34137 ALONG THE EASTERLY RIGHT—OF—WAY LINE OF STATE HIGHWAY 121 SUITE 900 3131 McKinney Avenue, Suite 600 Docording: 6.00 108.00 ACCORDING TO THE DONATION DEED FOR A CONTROLLED ACCESS HIGHWAY AS SAN ANTONIO, TEXAS 78209 Dallas, Texas 75204-2489 Doc/Num : 2003-ROO89455 RECORDED IN VOLUME 3128, PAGE 901, OF THE DEED RECORDS DENTON COUNTY, TEXAS. TEL, 210-824-6044 Phone (214) 871-331t Fax (214) 871-0757 Doc/Type • pLA Deputy -Jane Project No. 01-3136-09 SHEET 1 OF 3 i 3 LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE I LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING L1 68.81 S22'00'24"W L50 15.00 N89'21'27"E L95 20.00 N56'07'24"W L138 30.22 S46'40'52"E L2 197.64 S27'17'37"W L51 15.19 S41'49'30"E L96 15.00 N33'52'37"E L139 227.60 S27'17'37"W L4 1 147.88 N46'40'52"W L52 70.46 S89'21'28"W L97 20.00 N56'07'25"W L140 22.50 S78'04'37"E L5 16.45 S46'40'52"E L53 265.67 N00'38'33"W L98 198.51 N33'52'36"E L141 20.00 N11'55'23"E L6 152.61 S46'40'52"E L54 143.96 S89'21'27"W L100 30.58 N58'56'38"W L142 15.00 S78'04'37"E L7 98.59 S21'05'24"W L56 15.00 N89'21'28"E L101 234,95 WT52'36"E L143 20.00 N11'55'24"E L8 51.41 N10'27'10"E L57 15.00 N00'38'36"W L1021 15.00 S56'07'24"E L1441 96.68 S780437E L9 171.47 S75'20'40"W L58 15.00 N89'21'28"E L103 15.00 N33'52'35"E L145 10.00 N11'S5'22"E L10 109,24 N80'28'44"E L61 32.22 N00'38'33"W L704 15.00 S56'07'25"E L146 15.00 S78'04'37"E L11 55,26 N71'01'19"E L62 85.00 N89'21'27"E L105 64.39 N33'52'36"E L147 10.00 N11'55'22"E L12 60.23 N71'01'19"E L63 15.00 N00'38'33"W L106 295.11 N58'56'37"W L148 28.69 $78'04'37"E L131 109.24 N80'28'44"E L64 85,00 N89'21'27"E L107 17.12 S76'03'23"W L149 39.94 N00'38'33"W L14 17L47 S75'20'40"W L65 33.87 N00'38'33"W L108 10.04 N34'50'08"W L150 19.00 S89'21'27"W L15 64.72 N10'27'10"E L66 106.73 S75'20'40"W L109 15.00 N55'20'21"E L151 15.00 S89'21'27'W L16 139.02 S21'05'24"E L67 15.00 S14'39'20"E L110 10.00 N34'50'09"W L152 10.00 N00'38'34"W L19 201.52 S27'17'37"W L68 15.00 S75'20'40"W L111 10.00 N15'41'08"W L153 109.96 S89'21'27"W L20 71.48 S22'00'24"W L69 15.00 S14'39'20"E L112 MOO N74'18'51"E L154 183.96 N00'38'33"W L23 69.88 N58'56'38"W L70 65.16 S75'20'40"W L113 10.00 N15'41'08"W L155 15.00 S89'21'27"W L24 20.35 N29'31'04"W L71 15.00 S25'02'02"E Li14 46.89 S75'20'40"W L156 15.00 N00'38'34"W L25 120.63 N58'56'38"W L72 15.00 N64'57'57"E L115 15.00 N14'39'19"W L157 15.00 S89'21'27"W L261 43.00 N31'03'22"E L73 15.00 S25'02'02"E L116 15.00 S75'20'40"W L158 9.79 N00'38'33"W L27 30.95 N58'56'38"W L74 13.23 S35'28'20"E L117 15.00 N14'39'18"W L159 60.46 S89'21'28"W L28 28.00 S31'03'22"W L75 15,00 S54'31'41"W L118 125.00 N75'20'41"E L160 1.50 300'38'33"E L29 128.97 N58'56'38'"W L76 10.00 S35'28'20"E L119 11.85 $24'00'28"W L161 15.00 S89'21'27"W L32 43.01 S31'03'22"W L77 43.25 S31'08'35"E L120 187.93 N00'38'33"W L162 15.00 N00'38'33"W L33 18.72 S02'50'29"W L78 88.12 N58'56'38"W L121 16.83 N89'21'26"E L163 15.00 S89'21'27"W L34 168A1 S56'55'49"E L79 40.00 S31'03'23"W L122 13.00 S00'38'35"E L164 239.52 N00'38'33"W L35 102.04 S29'40'35"E L80 15.00 S58'56'37"E Li23 15.00 S89'21'26"W L166 14.14 N44'21'26"E L36 5.00 S60'19'26"W L81 40.00 S31'03'23"W L124 13.00 S00'38'35"E L167 14.14 N44'21'27"E L37 15.00 S29'40'35"E L82 15.42 N58'56'38"W L125 128.77 S78'04'37"E L168 25.97 S00'38'33"E L38 25.00 S60'19'25"W L83 22.00 S31'03'22"W L126 10.00 S11'55'23"W L169 43.26 S59'23'24"E L39 15.00 S29'40'35"E L84 15.00 N58'56'38"W L127 15.00 S78'04'37"E L770 48.61 S35'50'08"E L40 5.00 S60'19'26"W L85 22.00 S31'03'22"W L128 227.60 S27'17'37"W L771 160.37 S00'38'33"E L41 83.25 S29'40'35"E L86 157.52 N58'56'38"W L129 28.65 S00'45'07"E L172 135.08 S00'38'33"E L42 157.94 S56'55'49"E L87 24.00 S31'03'21"W L130 15.00 S89'14'52"W L173 70.56 S45'46'04"E L43 27.34 S02'50'29"W L88 15.00 N58'56'37"W L131 28.00 S00'45'07"E L174 88.77 S00'38'33"E L44 43.01 S31'03'22"W L89 24.00 S31'03'22"W L132 148.88 S89'14'52"W L175 50.00 S89'21'27"W L45 113.46 N89'21'27"E L90 73.08 N58'56'38"W L133 22.05 N58'56'37"W L176 20.99 N89'21'26"E L46 15.00 N89'21'27"E L91 15.02 N33'52'36"E Li34 15.00 N31'03'26"E L177 19.75 N42'23'14"E L47 198.09 N00'38'33"W L92 123.12 533'S2'36"W L135 17.78 N58'S6'37"W L178 73.71 N42'23'14"E L48 15.00 N89'21'27"E L93 68.08 N58'56'38"W L136 147.53 S89`14'52"W L179 118.67 N25'13'02"W L49 15.00 N00'38'32"W L94 101.57 N33'52'36"E L137 26.56 N00'45'OS"W L180 54.06 S39'52'02"E LINE TABLE LINE LENGTH L181 15.85 _BEARING N42'03'40"W L182 71.34 S31'59'40"E L183 80.54 N25'13'02"W L184 12.24 N11'55'24"E L185 34.87 S78'04'37"E L186 28.99 S22'00'24"W L1871 54.71 S78'04'37"E L188 12.00 S31'03'22"W L189 15.00 S58'56'38"E L190 12.00 S31'03'22"E L191 10.00 S11'55'23"W L192 16,92 N00'38'33"E L193 20.00 S89'21'26"W L194 9.52 N29'02'46"W L195 15.00 N60'57'15"E L196 9.52 N29'02'46"W L197 33.30 S22'00'23"W U98 15.00 S67'59'35"E L199 31.91 S22'00'24"W L200 132.07 N57'37'53"W L201 133.48 N57'37'53"W L202 7.27 S8914'52"W L203 15.00 N00'45'08"W L204 147.65 S89'14'52"W L205 15.00 S89'21'27"W L206 15.00 S0038'33"E L207 1 15.00 S89'21'27"W CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD BEARING CHORD C1 292.50 05'17'14" 26.99 N24'39'01"E 26.98 C4 62.50 2535'28" 27.92 N33'53'08"W 27.68 C5 62.50 31'32'34" 34.41 N05'19'07"W 33.97 C6 1085.50 24'29'55" 464,14 S57'58'25"W 460.61 C7 1070.50 29.25'34" 549.79 S60'38'51"W 543.77 CS 192.50 05'08'04" 17.25 S77'54'42"W 17.24 C9 207.50 09'27'25" 34.25 N75'45'02"E 34.21 C10 192.50 09'27'25' 31.77 N75'45`02"E 31.74 C11 207.50 05'08'04" 18.59 S77'54'42"W 18.59 C12 1085.50 04'13'32" 80.05 S73'14'52"W 80.04 C15 307.50 05'17'14" 28,38 N2439'01"E 28.37 C16 62.50 28'12'53" 30.78 S16'56'56"W 30.47 C17 376.00 14'00'47" 91.96 S82'21'04"W 91.73 C18 1228.00 08'31'53" 182.85 S69'34'54"W 182.69 C19 1228.00 9'38'01" 206.11 S59'48'28"W 205.87 C21 34.50 87'10'47" 52.49 S77'27'59"W 47.57 C22 19.50 87'10'47" 29.67 S77'27'59"W 26.89 C23 1253,00 03'45'06" 82.05 S52'48'12"W 82.03 C24 1253.00 14'03'09" 307.31 N68'19'06"E 306.54 C25 1228.00 00'33'49" 12.08 S75'03'45"W 12.08 C26 401.00 04'50'13" 33.85 S77'45'47"W 33.84 C27 19,50 74'37'46" 25.40 S64'36'30"W 23.64 C28 44,50 52'09'17" 40.51 N53'22'15"E 39.12 C29 29.50 26'15'47" 13.52 N40'25'30"E 13.40 C30 34.50 74'37'46" 44.94 S6436'30"W 41.83 C31 62.50 27'1514" 29.73 N43'18'12"W 29.45 C32 77.50 28'12'53" 38.16 N16'56'56"E 37.78 033 1253.00 05'12'48" 114.01 S58'00'17"W 113.97 STANDARD NOTES Cab V P1.9 7 A. Sidewalks (which are required in all districts, with the single exception of local industrial streets) shall be constructed in accordance with the City of Carrollton's specifications. The developer will construct sidewalks along the front, rear and side of lots that abut collector or arterial thoroughfares or which abut perimeter streets, or where an alley is adjacent to a collector or arterial thoroughfare. The builder on a lot will construct all other sidewalk on the front and side lots on internal streets. Certificates of Occupancy will not be issued until such requirements have been met. B. Selling a portion of this addition by metes and bounds description without a replat being approved by the City of Carrollton is a violation of city ordinance and state law and is subject to fines and withholdings of utilities and building permits. VISIBILITY NOTE A. Intersection visibility triangles shall have dimensions specified in Section 53.40 et seq. Of the Carrollton Code of Ordinances. UTILITY CERTIFICATE THIS PLAT CORRECTLY PRESENTS THE REQUIRED EASEMENTS FOR THIS DEVELOPMENT. COSERV ELECTRIC ONCOR ENERGY DELIVERY NA PREPARED FOR WIND DANCE APARTMENTS, LTD 1100 N.E. LOOP 410 SUITE 900 SAN ANTONIO, TEXAS 78209 TEL. 210-824-6044 FINAL PLAT LOT 1, BLOCK A WIND DANCE ADDITION AN ADDITiCN TO THE CITY OF CARROLLTON, DENTON COUNTY, TEXAS 16.83 ACRES SITUATED IN THE W.J. JACKSON SURVEY, ABSTRACT No, 671 AND THE WA FERRIS SURVEY, ABSTRACT No. 437 PREPARED BY �� D, HUM- Huitt-Zollars, Inc. Dallas 3131 McKinney Avenue, Suite 600 Dallas, Texas 75204-2489 Phone (214) 871-3311 Fax (214) 871-0757 CITY FILE No. 09-02FP1 for Record in: COUNTY TX MITCHLLL, COUNTY CLERK OnAtJun 10:37003 ae2i #: 34137 y; 108.00 6.00 2003-ROO8894455 -Jane I Project No. 01-3136-09 SHEET 2 OF 3 OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF DENTON WHEREAS WIND DANCE APARTMENTS, LTD. is the owner of a tract of land situated in the W.J. Jackson Survey, Abstract No. 671, and the W.A. Ferris Survey, Abstract No. 437, City of Carrollton, Denton County, Texas and being all of a tract of land as described in Special Warranty Deed to Wind Dance Apartments, Ltd. as recorded in Volume 5178, Page 433, Deed Records Denton County, Texas (D.R.D.C.T.) and being more particularly described as follows; COMMENCING at the intersection of the centerline of Creek Valley Boulevard (a 90' right-of-way) as recorded in Cabinet U, Page 333 of the Plat Records Denton County, Texas (P.R.D.C.T.) and the easterly right -of way line of State Highway 121 (a variable width right-of-way) as evidenced by Donation Deed recorded in Volume 3128, Page 901 (D.R.D.C.T.); THENCE, North 31 degrees 03 minutes 24 seconds East, along the easterly right-of-way line of said State Highway 121, a distance of 134.72 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap at the beginning of a curve to the right having a central angle of 02 degrees 48 minutes 19 seconds, a radius of 5714.58 feet and being subtended by a chord bearing North 32 degrees 27 minutes 31 seconds East a distance of 279.76 feet; THENCE, along the easterly right-of-way line of said State Highway 121 and along said curve to the right an are distance of 279.79 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap at the POINT OF BEGINNING and being the beginning of a curve to the right having a central angle of 00 degrees 00 minutes 55 seconds, a radius of 5714.58 feet and being subtended by a chord bearing North 33 degrees 52 minutes 10 seconds East a distance of 1.53 feet; THENCE, along the easterly right-of-way line of said State Highway 121 and along said curve to the right an are distance of 1.53 feet to a 5/8 inch iron rod found with "KRA" cap at the end of said curve; THENCE, North 33 degrees 52 minutes 36 seconds East, continuing along the easterly right-of-way line of said State Highway 121 a distance of 524.10 feet to a 5/8 inch iron rod found with "KHA" cap; THENCE, South 58 degrees 56 minutes 38 seconds East, departing the easterly right-of-way line of said State Highway 121 a distance of 311.51 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 89 degrees 14 minutes 52 seconds East a distance of 136.10 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 27 degrees 17 minutes 37 seconds East a distance of 303.82 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, South 62 degrees 42 minutes 23 seconds East a distance of 154.25 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 26 degrees 00 minutes 32 seconds East a distance of 388.23 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 00 degrees 00 minutes 02 seconds West a distance of 183.65 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 89 degrees 21 minutes 27 seconds East a distance of 160.10 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, South 00 degrees 38 minutes 33 seconds East a distance of 951.60 feet to a 5/8 inch iron rod found with "KHA" cap on the northwesterly right-of-way line of Indian Run Drive (a variable width right-of-way) as recorded in Cabinet U, Page 333 (P.R.D.C.T.); THENCE, along the northwesterly right-of-way line of Indian Run Drive the following; South 75 degrees 20 minutes 40 seconds West a distance of 382.40 feet to a 5/8 inch iron rod found with "KHA" cap at the beginning of a curve to the left having a central angle of 29 degrees 02 minutes 18 seconds, a radius of 1045.00 feet and being subtended by a chord bearing South 60 degrees 49 minutes 32 seconds West a distance of 523.97 feet; Along the northwesterly right-of-way line of said Indian Run Drive and along said curve to the left an arc distance of 529.62 feet to a 5/8 inch iron rod found with "KHA" cap at the end of said curve; THENCE, North 58 degrees 56 minutes 38 seconds West, departing the northwesterly right-of-way line of Indian Run Drive a distance of 567.18 feet to the POINT OF BEGINNING and containing 16.83 acres of land, more or less. DEDICATION STATEMENT NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS; That WIND DANCE APARTMENTS, Ltd., acting herein by and through its duly -authorized officers, does hereby adopt this plat designating the herein above -described property as WIND DANCE, an addition to the City of Carrollton, Texas and does hereby dedicate, in fee simple, to the public use forever, the streets, alleys, and public use areas shown hereon and does hereby dedicate the easements shown on the plat for the purposes indicated to the public use forever, and said dedications being free and clear of all liens and encumbrances, except as shown herein. No buildings, fences, trees, shrubs, or other improvements shall be constructed or placed upon, over, or across the easements on said plat. Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to a particular utility or utilities, said use by public utilities being subordinate to the public's and City of Carrollton use thereof. The City of Carrollton and any public utility shall have 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 easements. The City of Carrollton or any public utility shall at all times have the right of ingress and egress to and from and upon any of 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. WIND DANCE APARTMENTS, Ltd does hereby bind itself, its successors and assigns to forever warrant and defend, all and singular, the above -described streets, alleys, easements and rights unto the public, against every person whomsoever lawfully claiming or to claim the same or any part thereof. To the best of my knowledge and belief there are no liens against this property. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Carrollton. WITNESS MY HAND THIS ��r DAY OF1#1 ' 2003. Wind Dance Apartments, Ltd., a Texas limited partnership By: HEBRON PARKWAY AT SH 121 BYPASS, LTD., a Texas limited partnership, its General Partner. By: CARROLLTON INVESTORS, L.L.C., a Texas limited Liablility company, its General partner. By: � e Douglas . Koh ch Senior Vice President and Manager STATE OF TEXAS : COUNTY OF jYeW q BEFORE the undersigned authority, a Notary Public in and for State of Texas on this day personally appeared, Douglas A. Koch, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same in the capacity therin stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the 3 0 day of %i 4Y 2003. AND FOR STATE OF TEXAS Xou54Ey My commission expires: 6'-/ L -Q003 _'=":>j$�"•'.�.'.'•.LINDdAtAiJFOUSLEY NlyXEPISION RES Ju16003 hly COAne,2 SURVEYOR CERTIFICATE STATE OF TEXAS I, Eric John Yahoudy, Registered Professional Land Surveyor, hereby certify that I have prepared this plat from an actual on -the -ground survey of the land and that the corner monuments shown thereon were pr ••Oe placed under my personal supervision in accordance with the platting rules and regulations of the City of Carrollton, Texas. < HO . j -29-03 seewseewe.•«seeeasi ERIC JOHN YAUDY Surveyor's SigKature oeeseeseee®se.aeeoeav ,o 4862 STATE OF TEXAS: TPA' O,_"". a• COUNTY OF DALLAS: r �q�Stla� BEFORE the undersigned authority, a Notary Public in and for State of Texas on this day personally appeared, Eric John Yahoudy, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same in the capacity therin stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the Afty of ;aYP�a•• E DARLENE FANNON NOTARY PUBLIC IN AND FOR STATE OF TEXAS ; *y NOTARY PUBLIC m!:ie r State of Texas '< o,Comm.Exp 09-20-2004 My commission expires: 0 CITY SIGNATURE BLOCK Zao2, On the __f2_day of OC-t-o'S6 P_ ?@>33, this plat was duly approved by the Planning and Zoning conAnission of the City of Carrollton. - Planning and Z ing Commission Signed: aj( D ector of Planning PREPARED FOR WIND DANCE APARTMENTS, LTD. 1100 N.E. LOOP 410 SUITE 900 SAN ANTONIO, TEXAS 78209 TEL. 210-824-6044 1-.0, City e0 PREPARED BY 2003. LOT 1, BLOCK A WIND DANCE ADDITION MON TO THE CITY OF CARROLLTON, DENTON COUNTY, 16.83 ACRES SITUATED IN THE W.J. JACKSON SURVEY, ABSTRACT No. 671 AND THE WA FERRIS SURVEY, ABSTRACT No. 437 CITY FILE No. 09-02FP1 HLIs, Inc. Dallas 3131 McKinney Avenue, Suite 600 Dallas, Texas 75204-2489 Phone (214) 871-33t1 Fax (214) 871-0757 DRW MACOIig in: CYNTHC IAMITCHLLL, COUNTY CLE On Jun 09 2003 At 10:37am Receipt #: 34137 Recording: 108.00 Doc/Mgmt : 6.00 Doc/Num : 2003-ROO89455 Doc/Type • PLA Deputy -Jane { I Project No. 01-3136-09 5tittf J Ur• e s Res ,zt - k`S C qu Pig uaovwee, Nie , � _ vuuccR Ro allob NJ // C - 01, .9 o q, cc'? Eoga Rape v}` r1 �53� 85 fi' 06 7/f! W. 3' v 9e.lcso,✓ 7X �� (,� 3.R9 6 s RZS3684 W • FRu� 'A iA 04 PROJECT 8 can. Ro• % Ra5'3G go , 4.0 `/3 7 <7 L')" 4 x SITE G$ calo"°s -'3/1 C� G/.'3 ffL'%gco H[p1N iNµ I • ��h .t��t S66'42'47"E / a 16.68' € °{ -�no- Rd « 100 0 100 200 300 / a Ha A GRAPHIC SCALE - FEET KSON SURi j� R=28 9?79 SCALE: 1"=100' SPC 1y0. 6 L=400.73 mN W • PCB CB=N29'53'24"E S66'42'47"E 14,41' A=23'39'44" R=599.92 L=247.76 CB=S78'48'50"E C=246.00 r,(G. qsq� o�' q\�F J AST 23'52'48" 645.0026883 2)„ Gil C=400.41 (PR OOPOSSED) ICB26689524 E // F 0 � / P o�� 2° Q BLOCK A / ELM FORK RANCH PARTNERS, LTD. D.C.C.F.# 97-ROO62265 R.P.R.D.C.T. TEMPORARY TURN AROUND EASEMENT BY SEPARATE INSTRUMENT 30' DRAINAGE EASEMENT \ BY SEPARATE INSTRUMENT LOCATION MAP nrky4 �lq Oqa 5.150 ACRES / •� tip` �s346s •607�,�'�` y° \ \ x1s. qo 224,344 SQ. FT. 5� l Q RD 0 as• / / / Dry. b< 1C?o° CxS v UTILITY ESMT. BY THIS PLAT 22° 6 ✓ / (PROPOSED) UTILITY ESMT, /90� / tp / 9 15' SANITARY / 14,5, ,. VOL.5229, PG. 3408 / 2�/ C2l a: LOT 3 S. SEWER EASEMENT / C,yp a=00'00 55 R.P.R.D.C.T. / / r-c2 tS BY THIS PLAT / �l6 R=5714.58' aE / / !o BLOCK A / / EASEMENT DRAINAGE/ R%'N'e. S/ , (� / �,9e/ / o �j1 / BY SEPARATE xj,� 14�15' WATER )- S. L=1.53 6igF , Z� / j / ° 9° �� NSTRUMENT / $ / EASEMENT 6r C6=N33'52'10"E '"� �j�y / / /� '� !. 5 �" 3.362ACRES / b� / BY THIS PLAT '"Sa°Fol°so A N / / j 96 !o / / me yo �9 's. 146 465 SQ. FT. lR / (qr °gDgv°r C=1.53 q Cqp / / !o� / WATER POINT OF BEGINNING ! �/ EASEMENT wo / !y o�, �gA ! BY THIS PLAT IRS // /o /!' •oN \ �' �j� l�o\a\Sx. a A=2'48'19"3 �Os C2 15' DRAINAGE CS �s / 6 R=5714.58' / �' < / 02 EASEMENT C !l �' to V ��' WIND DANCE L=279.79' / / !�P 04 \ 10' PEDESTRIAN �02 0 \ RS BY THIS PLAT °� �C27 x0 s^ x\ !/ APARTMENTS,LTD. >l9s CB=N32'27'31"E // ACCESS EASEMENT o°P' �ry !vo"' H89 �.'�� // ��1?,rye „° ��°j °4 '9d VOL, 5178, PG.433 \ BY THIS PLAT / y D.R,D.C,T, / / \ \ \ J 0 ! mar 4� �. (� ,ee 8.72' C=279.76 as UTILITY ESMT. ! 15' WATER �P ry �V�ry !`/'a / �o S2� ll? ` ��° 15' WATER a> lRS 15' DRAINAGE POINT OF COMMENCING VOL.5229, PG. 3408 \ \s\ EASEMENT o� °�� (2dxZQ F lR /e EASEMENT N 1184 EASEMENT ° / R.P.R.D.C.T. Q o� \Cli S / �, °/� BY THIS PLAT / !O - BY THIS PLAT QQ h \(l S / BY THIS PLAT IRS / / \ Q .°.' gM 15, DRAINAGE 32\ �xs / \x4 ^ h `%" !' "' ELM FORK RANCH 2 \\ \! EASEMENT // °j PARTNERS, LTD. BY THIS PLAT^1v6, ^ISCISIy aD.C.C.F.# 97 ROO62265 d / ° \ / erFgsRrRq �<, oa�V+6C R.P.R.D.C.T. �8.82' 561.\\ l��sls / \\ `w �`C2 ' ry / �FMFSP�p ' ^ // <7,° e �� S A� T R bn- ,4 .1 2l n` �J \ / V N' A=90'38'33° ^\ / \a\w \!m \ / Cl23tia \sx �/ R=80.00 '� \ !�ry9 \ / LOT 1 15' WATER /� /ay \ t�g0 / L=126.56 10' PEDESTRIAN o \ V EASEMENT ERRI kilo. SUR43 ACCESS EASEMENT \\ !.� r r BY THIS PLAT \ F CB=N14'15'53"W BY THIS PLAT \ \°' CL109r. \;01195,0 15' DRAINAGE BLOCK A 1-, / \ (Ni 4'4T52"W) C23 a o C33 0+ ++ EASEMENT n/ /v a SANITARY SEWER W • P • C� / C=113.77 \ \ 00 C24 ' BY THIS PLAT 16.83 ACRES N` EASEMENT STRP (PROPOSED) \ I -1 <s BY THIS PLAT Pe \\ V r c1-9 w I- L„6 733,241 SQ. FT. 6 A LOT 2 \ / V,18 : uL72 C18' �C714 C �-r• 9�' /v/� ^ .9.1 r,/ m175 r r r C26 `• !y tyt \\ I 1 r '� m �' L> \U1g / CO 15 WATER BLOCK A as / ° y x2 BY THIS EASEMENT T M \9� �2 \ r = w °Z� /\6�<6� -ALTA CARROLLTON 0'p UTILITY ESMT. •j \\ ;� L66v s �1 `' \ �j • ADDITION 4.463 ACRES VOL.5229, PG, tP o� 194,399 SQ. FT. R.P3a.o c.T. 08L\\ I UhJ c;� L38 15' DRAINAGE SANITARY SEWER > o° LOT 1, BLOCK A G r J r; e \e EASEMENT EASEMENT Cl> ELM FORK RANCH -jT moo N - _� IN.C7 � /BY THIS PLAT BY THIS PLAT s CAB.U, PG.529 PARTNERS, LTD. r� 0 � DRAINAGE ESMT. l? f ROW DEDICATION P•R.D.C.T. D.C.C.F.# 97-ROO62265 0 c, kip BY SEPARATE /y� S, BY THIS PLAT 'A- e $ G �3920 (0.0594 ACRES) R.P.R.D.C.T. •o,°o i= F, INSTRUMENT Jar „ /l,so s 0.261 ACRE ems'' 17 / 11.3 " S/OqF VOL.5229TILITY SPG. MT.a' >570' °q W Cis ` C// ELM FOVOL. 5073, PG. 846K RANCH PARTNERS, LTD. .W 15T.3 �._�_._,. 3408 HF S� . SO.00' >9. tl3 \ 9 R.P.R.D.C.T. .p 2 , S R.P.R.D.C.T. \C // Sa524Ag5253W�� k9go� 6i�k �04p"w43k �o A=00'14'13" �29'02'18 tiq °qp !!574.4g'gJhw,ISO 44 " u t1j2 R=1045.00' R=1045.001' -`` 382 4p, s.45. Fa a JN A (�2p 40CK) BIRF 3.86, FINAL PLAT L=4.32' CB=sas 11'1s"w L=529.62 Jv o e / . 1a qRq F N qGF \ ' R 6055'�0 CS44 32�, 7"w) �S601 �'33 j 2 w CASq. , pR �. ky c LOT 1, BLOCK A sTRUFS4j� / L=118.51 C=523.97` P•R,p, T 33,3 WIND DANCE ADDITION MFNT S31'03'23"W CB=S34'16'28"W AN ADDITION TO THE CITY OF CARROLLTON, DENTON COUNTY, TEXAS \ (S30'31'24' W) (S33'44'29"E) 9.51, C=118.45 16.83 ACRES SITUATED IN THE LEGACY/MONTEREY HOMES, L.P. W.J. JACKSON SURVEY, ABSTRACT No. 671 A=89'z1'2s'• VOL, 4681, PG. 84 AND THE WA FERRIS SURVEY, ABSTRACT No. 437 / R=80.0o R.P.R.D.C.T. / \ L=12477 CITY FILE No. 89-02FP1 / CB=S75'44'07"W / (S75'12'08"W) C=112.50 LEGEND D'N�� C8�1NTYeCQ�fX in: IRS - 5/8 inch iron rod set with Huitt-Zollars Cap PREPARED BY T CYNTHIA MITCHkLL, COUNTY CLERK BASIS OF BEARINGS: (435,60) -Deed or record bearing or distance PREPARED FOR ��L� on Jun 09 2003 WIND DANCE APARTMENTS, LTD. At 10:37am THE BEARING OF NORTH 33 DEGREES 52 MINUTES 36 SECONDS EAST 1100 N.E. LOOP 410 Huitt-Zoilara, Inc. Dallas Receipt #: 34137 ALONG THE EASTERLY RIGHT-OF-WAY LINE OF STATE HIGHWAY 121 SUITE 900 3131 McKinney Avenue, Suite 600 Doc/Mdmt9c 6.00 108.00 ACCORDING TO THE DONATION DEED FOR A CONTROLLED ACCESS HIGHWAY AS SAN ANTONIO, TEXAS 78209 Dallas, Texas 75204-2489 Doc/Num : 2003-ROO89455 RECORDED IN VOLUME 3128, PAGE 901, OF THE DEED RECORDS DENTON COUNTY, TEXAS. TEL, 210-824-6044 Phone (214) 871-331t Fax (214) 871-0757 Dac/Type • pLA Deputy -Jane Project No. 01-3136-09 SHEET 1 OF 3 met LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE I LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING L1 68.81 S22'00'24"W L50 15.00 N89'21'27"E L95 20.00 N56'07'24"W L138 30.22 S46'40'52"E L2 197.64 S27'17'37"W L51 15.19 S41'49'30"E L96 15.00 N33'52'37"E L139 227.60 S27'17'37"W L4 1 147.88 N46'40'52"W L52 70.46 S89'21'28"W L97 20.00 N56'07'25"W L140 22.50 S78'04'37"E L5 16.45 S46'40'52"E L53 265.67 N00'38'33"W L98 198.51 N33'52'36"E L141 20.00 N11'55'23"E L6 152.61 S46'40'52"E L54 143.96 S89'21'27"W L100 30.58 N58'56'38"W L142 15.00 S78'04'37"E L7 98.59 S21'05'24"W L56 15.00 N89'21'28"E L101 234,95 WT52'36"E L143 20.00 N11'55'24"E L8 51.41 N10'27'10"E L571 15.00 N00'38'36"W L102 15.00 S56'07'24"E L144 96.68 S78'04'37"E L9 171.47 S75'20'40"W L58 15.00 N89'21'28"E L103 15.00 N33'52'35"E L145 10.00 N11'55'22"E L10 109,24 N80'28'44"E L61 32.22 N00'38'33"W L104 15.00 S56'07'25"E L146 15.00 S78'04'37"E L11 55,26 N71'01'19"E L62 85.00 N89'21'27"E L135 64.39 N33'52'36"E L147 10.00 N11'55'22"E L12 60.23 N71'01'19"E L63 15.00 N00'38'33"W L106 295.11 N58'56'37"W L148 28.69 $78'04'37"E L131 109.24 N80'28'44"E L64 85,00 N89'21'27"E L107 17.12 S76'03'23"W L149 39.94 N00'38'33"W L14 17L47 S75'20'40"W L65 33.87 N00'38'33"W L108 10.04 N34'50'08"W L150 19.00 S89'21'27"W L15 64.72 N10'27'10"E L66 106.73 S75'20'40"W L109 15.00 N55'20'21"E L151 15.00 S89'21'27'W L16 139.02 S21'05'24"E L67 15.00 S14'39'20"E L110 10.00 N34'50'09"W L152 10.00 N00'38'34"W L19 201.52 S27'17'37"W L68 15.00 S75'20'40"W L111 10.00 N15'41'08"W L153 109.96 S89'21'27"W L20 71.48 S22'00'24"W L69 15.00 S14'39'20"E L112 MOO N74'18'51"E L154 183.96 N00'38'33"W L23 69.88 N58'56'38"W L70 65.16 S75'20'40"W L113 10.00 N15'41'08"W L155 15.00 S89'21'27"W L24 20.35 N29'31'04"W L71 15.00 S25'02'02"E Li14 46.89 S75'20'40"W L156 15.00 N00'38'34"W L251 120.63 N58'56'38"W L72 1 15.00 N64'57'57"E L115 15.00 N14'39'19"W L157 15.00 S89'21'27"W L26 43.00 N31'03'22"E L73 15.00 S25'02'02"E L116 15.00 S75'20'40"W L158 9.79 N00'38'33"W L27 30.95 N58'56'38"W L74 13.23 S35'28'20"E L117 15.00 N14'39'18"W L159 60.46 S89'21'28"W L28 28.00 S31'03'22"W L75 15,00 S54'31'41"W L118 125.00 N75'20'41"E L160 1.50 300'38'33"E L29 128.97 N58'56'38'"W L76 10.00 S35'28'20"E L119 11.85 $24'00'28"W L161 15.00 S89'21'27"W L32 43.01 S31'03'22"W L77 43.25 S31'08'35"E L120 187.93 N00'38'33"W L162 15.00 N00'38'33"W L33 18.72 S02'50'29"W L78 88.12 N58'56'38"W L121 16.83 N89'21'26"E L163 15.00 S89'21'27"W L34 168A1 S56'55'49"E L79 40.00 S31'03'23"W L122 13.00 S00'38'35"E L164 239.52 N00'38'33"W L35 102.04 S29'40'35"E L80 15.00 S58'56'37"E Li23 15.00 S89'21'26"W L166 14.14 N44'21'26"E L36 5.00 S60'19'26"W L81 40.00 S31'03'23"W L124 13.00 S00'38'35"E L167 14.14 N44'21'27"E L37 15.00 S29'40'35"E L82 15.42 N58'56'38"W L125 128.77 S78'04'37"E L168 25.97 S00'38'33"E L38 25.00 S60'19'25"W L83 22.00 S31'03'22"W L126 10.00 S11'55'23"W L169 43.26 S59'23'24"E L39 15.00 S29'40'35"E L84 15.00 N58'56'38"W L127 15.00 S78'04'37"E L770 48.61 S35'50'08"E L40 5.00 S60'19'26"W L85 22.00 S31'03'22"W L128 227.60 S27'17'37"W L771 160.37 S00'38'33"E L41 83.25 S29'40'35"E L86 157.52 N58'56'38"W L129 28.65 S00'45'07"E L172 135.08 S00'38'33"E L42 157.94 S56'55'49"E L87 24.00 S31'03'21"W L130 15.00 S89'14'52"W L173 70.56 S45'46'04"E L43 27.34 S02'50'29"W L88 15.00 N58'56'37"W L131 28.00 S00'45'07"E L174 88.77 S00'38'33"E L44 43.01 S31'03'22"W L89 24.00 S31'03'22"W L132 148.88 S89'14'52"W L175 50.00 S89'21'27"W L45 113.46 N89'21'27"E L90 73.08 N58'56'38"W L133 22.05 N58'56'37"W L176 20.99 N89'21'26"E L46 15.00 N89'21'27"E L91 15.02 N33'52'36"E L134 15.00 N31'03'26"E L177 19.75 N42'23'14"E L47 198.09 N00'38'33"W L92 123.12 S33'52'36"W L135 17.78 N58'56'37"W L178 73.71 N42'23'14"E L48 15.00 N89'21'27"E L93 68.08 N58'56'38"W L136 147.53 S89`14'52"W L179 118.67 N25'13'02"W L49 15.00 N00'38'32"W L94 101.57 N33'52'36"E L137 26.56 N00'45'08"W L180 54.00 S39'52'02"E LINE TABLE LINE LENGTH L181 15.85 _BEARING N42'03'40"W L182 71.34 S31'59'40"E L183 80.54 N25'13'02"W L184 12.24 N11'55'24"E L185 34.87 S78'04'37"E L186 28.99 S22'00'24"W L1871 54.71 S78'04'37"E L188 12.00 S31'03'22"W L189 15.00 S58'56'38"E L190 12.00 S31'03'22"E L191 10.00 S11'55'23"W L192 16,92 N00'38'33"E L193 20.00 S89'21'26"W L194 9.52 N29'02'46"W L195 15.00 N60'57'15"E L196 9.52 N29'02'46"W L197 33.30 S22'00'23"W U98 15.00 S67'59'35"E L199 31.91 S22'00'24"W L200 132.07 N57'37'53"W L201 133.48 N57'37'53"W L202 7.27 S8914'52"W L203 15.00 N00'45'08"W L204 147.65 S89'14'52"W L205 15.00 S89'21'27"W L206 15.00 S0038'33"E L207 15.00 S89'21'27"W CURVE TABLE CURVE RADIUS DELTA LENGTH ICHORD BEARING CHORD C1 292.50 05'17'14" 26.99 N24'39'01"E 26.98 C4 62.50 2535'28" 27.92 N33'53'08"W 27.68 C5 62.50 31'32'34" 34.41 N05'19'07"W 33.97 C6 1085.50 24'29'55" 464,14 S57'58'25"W 460.61 C7 1070.50 29.25'34" 549.79 S60'38'51"W 543.77 CS 192.50 05'08'04" 17.25 S77'54'42"W 17.24 C9 207.50 09'27'25" 34.25 N75'45'02"E 34.21 C10 192.50 09'27'25" 31.77 N75'45`02"E 31.74 C11 207.50 05'08'04" 18.59 S77'54'42"W 18.59 C12 1085.50 04'13'32" 80.05 S73'14'52"W 80.04 C15 307.50 05'17'14" 28,38 N2439'01"E 28.37 C16 62.50 28'12'53" 30.78 S16'56'56"W 30.47 C17 376.00 14-00.47" 91.96 S82'21'04"W 91.73 C18 1228.00 08'31'53" 182.85 S69'34'54"W 182.69 C19 1228.00 9'38'01" 206.11 S59'48'28"W 205.87 C21 34.50 87'10'47" 52.49 S77'27'59"W 47.57 C22 19.50 87'10'47" 29.67 S77'27'59"W 26.89 C23 1253,00 03'45'06" 82.05 S52'48'12"W 82.03 C24 1253.00 14'03'09" 307.31 N68'19'06"E 306.54 C25 1228.00 00-33-49" 12.08 S75'03'45"W 12.08 C26 401.00 04'50'13" 33.85 S77'45'47"W 33.84 C27 19,50 74'37'46" 25.40 S64'36'30"W 23.64 C28 44.50 52'09'17" 40.51 N53'22'15"E 39.12 C29 29.50 26'15'47" 13.52 N40'25'30"E 13.40 C30 34.50 74'37'46" 44.94 S6436'30"W 41.83 C31 62.50 27'15'14" 29.73 N43'18'12"W 29.45 C32 77.50 28'12'53" 38.16 N16'56'56"E 37.78 033 1253.00 05'12'48" 114.01 S58'00'17"W 1 113.97 STANDARD NOTES Cab V P1.9 I A. Sidewalks (which are required in all districts, with the single exception of local industrial streets) shall be constructed in accordance with the City of Carrollton's specifications. The developer will construct sidewalks along the front, rear and side of lots that abut collector or arterial thoroughfares or which abut perimeter streets, or where an alley is adjacent to a collector or arterial thoroughfare. The builder on a lot will construct all other sidewalk on the front and side lots on internal streets. Certificates of Occupancy will not be issued until such requirements have been met. B. Selling a portion of this addition by metes and bounds description without a replat being approved by the City of Carrollton is a violation of city ordinance and state law and is subject to fines and withholdings of utilities and building permits. VISIBILITY NOTE A. Intersection visibility triangles shall have dimensions specified in Section 53.40 et seq. Of the Carrollton Code of Ordinances. UTILITY CERTIFICATE THIS PLAT CORRECTLY PRESENTS THE REQUIRED EASEMENTS FOR THIS DEVELOPMENT. TXU GAS COSERV ELECTRIC ONCOR ENERGY DELIVERY NI PREPARED FOR WIND DANCE APARTMENTS, LTD. 1100 N.E. LOOP 410 SUITE 900 SAN ANTONIO, TEXAS 78209 TEL. 210-824-6044 FINAL PLAT LOT 1, BLOCK A WIND DANCE ADDITION AN ADDITiON TO THE CITY OF CARROLLTON, DENTON COUNTY, 16.83 ACRES SITUATED IN THE W.J. JACKSON SURVEY, ABSTRACT No, 671 AND THE WA FEERRIS SURVEY, ABSTRACT No. 437 PREPARED BY HLJf TT-z:-D Huitt-Zollars, Inc. Dallas 3131 McKinney Avenue, Suite 600 Dallas, Texas 75204-2489 Phone (214) 871-3311 Fax (214) 871-0757 CITY FILE No. 09-02FP1 COUNTYcoTX in: MITCHEL, COUNTY CLERK OnAtJun 10;37003 ae2i t #: 34137 iny, 108.00 6.00 m ; 2003-ROO8894455 Pe v -Jane Is Project No. 01-3136-09 SHEET 2 OF 3 OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF DENTON WHEREAS WIND DANCE APARTMENTS, LTD. is the owner of a tract of land situated in the W.J. Jackson Survey, Abstract No. 671, and the W.A. Ferris Survey, Abstract No. 437, City of Carrollton, Denton County, Texas and being all of a tract of land as described in Special Warranty Deed to Wind Dance Apartments, Ltd. as recorded in Volume 5178, Page 433, Deed Records Denton County, Texas (D.R.D.C.T.) and being more particularly described as follows; COMMENCING at the intersection of the centerline of Creek Valley Boulevard (a 90' right-of-way) as recorded in Cabinet U, Page 333 of the Plat Records Denton County, Texas (P.R.D.C.T.) and the easterly right -of way line of State Highway 121 (a variable width right-of-way) as evidenced by Donation Deed recorded in Volume 3128, Page 901 (D.R.D.C.T.); THENCE, North 31 degrees 03 minutes 24 seconds East, along the easterly right-of-way line of said State Highway 121, a distance of 134.72 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap at the beginning of a curve to the right having a central angle of 02 degrees 48 minutes 19 seconds, a radius of 5714.58 feet and being subtended by a chord bearing North 32 degrees 27 minutes 31 seconds East a distance of 279.76 feet; THENCE, along the easterly right-of-way line of said State Highway 121 and along said curve to the right an are distance of 279.79 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap at the POINT OF BEGINNING and being the beginning of a curve to the right having a central angle of 00 degrees 00 minutes 55 seconds, a radius of 5714.58 feet and being subtended by a chord bearing North 33 degrees 52 minutes 10 seconds East a distance of 1.53 feet; THENCE, along the easterly right-of-way line of said State Highway 121 and along said curve to the right an are distance of 1.53 feet to a 5/8 inch iron rod found with "KRA" cap at the end of said curve; THENCE, North 33 degrees 52 minutes 36 seconds East, continuing along the easterly right-of-way line of said State Highway 121 a distance of 524.10 feet to a 5/8 inch iron rod found with "KHA" cap; THENCE, South 58 degrees 56 minutes 38 seconds East, departing the easterly right-of-way line of said State Highway 121 a distance of 311.51 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 89 degrees 14 minutes 52 seconds East a distance of 136.10 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 27 degrees 17 minutes 37 seconds East a distance of 303.82 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, South 62 degrees 42 minutes 23 seconds East a distance of 154.25 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 26 degrees 00 minutes 32 seconds East a distance of 388.23 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 00 degrees 00 minutes 02 seconds West a distance of 183.65 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 89 degrees 21 minutes 27 seconds East a distance of 160.10 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, South 00 degrees 38 minutes 33 seconds East a distance of 951.60 feet to a 5/8 inch iron rod found with "KHA" cap on the northwesterly right-of-way line of Indian Run Drive (a variable width right-of-way) as recorded in Cabinet U, Page 333 (P.R.D.C.T.); THENCE, along the northwesterly right-of-way line of Indian Run Drive the following; South 75 degrees 20 minutes 40 seconds West a distance of 382.40 feet to a 5/8 inch iron rod found with "KHA" cap at the beginning of a curve to the left having a central angle of 29 degrees 02 minutes 18 seconds, a radius of 1045.00 feet and being subtended by a chord bearing South 60 degrees 49 minutes 32 seconds West a distance of 523.97 feet; Along the northwesterly right-of-way line of said Indian Run Drive and along said curve to the left an arc distance of 529.62 feet to a 5/8 inch iron rod found with "KHA" cap at the end of said curve; THENCE, North 58 degrees 56 minutes 38 seconds West, departing the northwesterly right-of-way line of Indian Run Drive a distance of 567.18 feet to the POINT OF BEGINNING and containing 16.83 acres of land, more or less. DEDICATION STATEMENT NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS; That WIND DANCE APARTMENTS, Ltd., acting herein by and through its duly -authorized officers, does hereby adopt this plat designating the herein above -described property as WIND DANCE, an addition to the City of Carrollton, Texas and does hereby dedicate, in fee simple, to the public use forever, the streets, alleys, and public use areas shown hereon and does hereby dedicate the easements shown on the plat for the purposes indicated to the public use forever, and said dedications being free and clear of all liens and encumbrances, except as shown herein. No buildings, fences, trees, shrubs, or other improvements shall be constructed or placed upon, over, or across the easements on said plat. Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to a particular utility or utilities, said use by public utilities being subordinate to the public's and City of Carrollton use thereof. The City of Carrollton and any public utility shall have 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 easements. The City of Carrollton or any public utility shall at all times have the right of ingress and egress to and from and upon any of 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. WIND DANCE APARTMENTS, Ltd does hereby bind itself, its successors and assigns to forever warrant and defend, all and singular, the above -described streets, alleys, easements and rights unto the public, against every person whomsoever lawfully claiming or to claim the same or any part thereof. To the best of my knowledge and belief there are no liens against this property. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Carrollton. WITNESS MY HAND THIS 15?r DAY OF1#1 ' 2003. Wind Dance Apartments, Ltd., a Texas limited partnership By: HEBRON PARKWAY AT SH 121 BYPASS, LTD., a Texas limited partnership, its General Partner. By: CARROLLTON INVESTORS, L.L.C., a Texas limited Liablility company, its General partner. By: � e Douglas . Koh ch Senior Vice President and Manager STATE OF TEXAS : COUNTY OF jYeW q BEFORE the undersigned authority, a Notary Public in and for State of Texas on this day personally appeared, Douglas A. Koch, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same in the capacity therin stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the 3 C) day of %i 4Y 2003. AND FOR STATE OF TEXAS Xou54Ey My commission expires: 6'-/ L -Q003 >$�"'�'➢y o III DA J. F{OUSLEY MY COAdtAiSSION EXPIRES '=:j•...•�.x� June16,2003 ,f ,1• SURVEYOR CERTIFICATE STATE OF TEXAS I, Eric John Yahoudy, Registered Professional Land Surveyor, hereby certify that I have prepared this plat from an actual on -the -ground survey of the land and that the corner monuments shown thereon were pr placed under my personal supervision in accordance with the platting rules and regulations of the City of Carrollton, Texas. m(p OF }� /—� P`c0 j -29-03 seewseewe.•«seeeasi ERIC JOHN YAHDUDY Surveyor's SigKature oeeseeseee®s°.°eeoeav ,o 4862 STATE OF TEXAS: �Fsss0, _'x Q COUNTY OF DALLAS: r �q�gou*i � BEFORE the undersigned authority, a Notary Public in and for State of Texas on this day personally appeared, Eric John Yahoudy, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same in the capacity therin stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the cPf day of 19 f 2003. :aYP�a•• E DARLENE FANNON NOTARY PUBLIC IN AND FOR STATE OF TEXAS ; *y NOTARY PUBLIC m!:ie r State of Texas Comm.Exp 09-20-2004 My commission expires: 0 CITY SIGNATURE BLOCK Zao2, On the __f2_day of OC-t-o'S6 P_ ?@>33, this plat was duly approved by the Planning and Zoning co ssion of the City of Carrolltn^ Signed: Plannin and Z ing Commission Signed: D ector of Planning PREPARED FOR WIND DANCE APARTMENTS, LTD. 1100 N.E. LOOP 410 SUITE 900 SAN ANTONIO, TEXAS 78209 TEL. 210-824-6044 r ncrnncv o, Htls, Inc. Dallas 3131 McKinney Avenue, Suite 600 Dallas, Texas 75204-2489 Phone (214) 871-33t1 Fax (214) 871-0757 F`INAL PLAT LOT 1, BLOCK A 'IND DANCE ADDITION TO THE CITY OF CARROLLTON, DENTON COUNTY, 16.83 ACRES SITUATED IN THE Y.J. JACKSON SURVEY, ABSTRACT No. 671 THE WA FERRIS SURVEY, ABSTRACT No. 437 CITY FILE No. 09-02FP1 DRW MACOIig in: CYNTHC IAMITCHLLL, COUNTY CLE On Jun 09 2003 At 10:37am Receipt #: 34137 Recording: 108.00 Doc/Mgmt : 6.00 Doc/Num : 2003—ROO89455 Doc/Type • PLA Deputy —Jane N It, Project No. 01-3136-09 SHEET 3 or 3 s Res ,zt - k`S C qu Pig uaovwee, Nie , � _ vuuccR Ro allob NJ // C - 01, .9 o q, cc'? Eoga Rape v}` r1 �53� 85 fi' 06 7/f! W. 3' v 9e.lcso,✓ 7X �� (,� 3.R9 6 s RZS3684 W • FRu� 'A iA 04 PROJECT 8 can. Ro• % Ra5'3G go , 4.0 `/3 7 <7 L')" 4 x SITE G$ calo"°s -'3/1 C� G/.'3 ffL'%gco H[p1N iNµ I • ��h .t��t S66'42'47"E / a 16.68' € °{ -�no- Rd « 100 0 100 200 300 / a Ha A GRAPHIC SCALE - FEET KSON SURi j� R=28 9?79 SCALE: 1"=100' SPC 1y0. 6 L=400.73 mN W • PCB CB=N29'53'24"E S66'42'47"E 14,41' A=23'39'44" R=599.92 L=247.76 CB=S78'48'50"E C=246.00 r,(G. qsq� o�' q\�F J AST 23'52'48" 645.0026883 2)„ Gil C=400.41 (PR OOPOSSED) ICB26689524 E // F 0 � / P o�� 2° Q BLOCK A / ELM FORK RANCH PARTNERS, LTD. D.C.C.F.# 97-ROO62265 R.P.R.D.C.T. TEMPORARY TURN AROUND EASEMENT BY SEPARATE INSTRUMENT 30' DRAINAGE EASEMENT \ BY SEPARATE INSTRUMENT LOCATION MAP nrky4 �lq Oqa 5.150 ACRES / •� tip` �s346s •607�,�'�` y° \ \ x1s. qo 224,344 SQ. FT. 5� l Q RD 0 as• / / / Dry. b< 1C?o° CxS v UTILITY ESMT. BY THIS PLAT 22° 6 ✓ / (PROPOSED) UTILITY ESMT, /90� / tp / 9 15' SANITARY / 14,5, ,. VOL.5229, PG. 3408 / 2�/ C2l a: LOT 3 S. SEWER EASEMENT / C,yp a=00'00 55 R.P.R.D.C.T. / / r-c2 tS BY THIS PLAT / �l6 R=5714.58' aE / / !o BLOCK A / / EASEMENT DRAINAGE/ R%'N'e. S/ , (� / �,9e/ / o �j1 / BY SEPARATE xj,� 14�15' WATER )- S. L=1.53 6igF , Z� / j / ° 9° �� NSTRUMENT / $ / EASEMENT 6r C6=N33'52'10"E '"� �j�y / / /� '� !. 5 �" 3.362ACRES / b� / BY THIS PLAT '"Sa°Fol°so A N / / j 96 !o / / me yo �9 's. 146 465 SQ. FT. lR / (qr °gDgv°r C=1.53 q Cqp / / !o� / WATER POINT OF BEGINNING ! �/ EASEMENT wo / !y o�, �gA ! BY THIS PLAT IRS // /o /!' •oN \ �' �j� l�o\a\Sx. a A=2'48'19"3 �Os C2 15' DRAINAGE CS �s / 6 R=5714.58' / �' < / 02 EASEMENT C !l �' to V ��' WIND DANCE L=279.79' / / !�P 04 \ 10' PEDESTRIAN �02 0 \ RS BY THIS PLAT °� �C27 x0 s^ x\ !/ APARTMENTS,LTD. >l9s CB=N32'27'31"E // ACCESS EASEMENT o°P' �ry !vo"' H89 �.'�� // ��1?,rye „° ��°j °4 '9d VOL, 5178, PG.433 \ BY THIS PLAT / y D.R,D.C,T, / / \ \ \ J 0 ! mar 4� �. (� ,ee 8.72' C=279.76 as UTILITY ESMT. ! 15' WATER �P ry �V�ry !`/'a / �o S2� ll? ` ��° 15' WATER a> lRS 15' DRAINAGE POINT OF COMMENCING VOL.5229, PG. 3408 \ \s\ EASEMENT o� °�� (2dxZQ F lR /e EASEMENT N 1184 EASEMENT ° / R.P.R.D.C.T. Q o� \Cli S / �, °/� BY THIS PLAT / !O - BY THIS PLAT QQ h \(l S / BY THIS PLAT IRS / / \ Q .°.' gM 15, DRAINAGE 32\ �xs / \x4 ^ h `%" !' "' ELM FORK RANCH 2 \\ \! EASEMENT // °j PARTNERS, LTD. BY THIS PLAT^1v6, ^ISCISIy aD.C.C.F.# 97 ROO62265 d / ° \ / erFgsRrRq �<, oa�V+6C R.P.R.D.C.T. �8.82' 561.\\ l��sls / \\ `w �`C2 ' ry / �FMFSP�p ' ^ // <7,° e �� S A� T R bn- ,4 .1 2l n` �J \ / V N' A=90'38'33° ^\ / \a\w \!m \ / Cl23tia \sx �/ R=80.00 '� \ !�ry9 \ / LOT 1 15' WATER /� /ay \ t�g0 / L=126.56 10' PEDESTRIAN o \ V EASEMENT ERRI kilo. SUR43 ACCESS EASEMENT \\ !.� r r BY THIS PLAT \ F CB=N14'15'53"W BY THIS PLAT \ \°' CL109r. \;01195,0 15' DRAINAGE BLOCK A 1-, / \ (Ni 4'4T52"W) C23 a o C33 0+ ++ EASEMENT n/ /v a SANITARY SEWER W • P • C� / C=113.77 \ \ 00 C24 ' BY THIS PLAT 16.83 ACRES N` EASEMENT STRP (PROPOSED) \ I -1 <s BY THIS PLAT Pe \\ V r c1-9 w I- L„6 733,241 SQ. FT. 6 A LOT 2 \ / V,18 : uL72 C18' �C714 C �-r• 9�' /v/� ^ .9.1 r,/ m175 r r r C26 `• !y tyt \\ I 1 r '� m �' L> \U1g / CO 15 WATER BLOCK A as / ° y x2 BY THIS EASEMENT T M \9� �2 \ r = w °Z� /\6�<6� -ALTA CARROLLTON 0'p UTILITY ESMT. •j \\ ;� L66v s �1 `' \ �j • ADDITION 4.463 ACRES VOL.5229, PG, tP o� 194,399 SQ. FT. R.P3a.o c.T. 08L\\ I UhJ c;� L38 15' DRAINAGE SANITARY SEWER > o° LOT 1, BLOCK A G r J r; e \e EASEMENT EASEMENT Cl> ELM FORK RANCH -jT moo N - _� IN.C7 � /BY THIS PLAT BY THIS PLAT s CAB.U, PG.529 PARTNERS, LTD. r� 0 � DRAINAGE ESMT. l? f ROW DEDICATION P•R.D.C.T. D.C.C.F.# 97-ROO62265 0 c, kip BY SEPARATE /y� S, BY THIS PLAT 'A- e $ G �3920 (0.0594 ACRES) R.P.R.D.C.T. •o,°o i= F, INSTRUMENT Jar „ /l,so s 0.261 ACRE ems'' 17 / 11.3 " S/OqF VOL.5229TILITY SPG. MT.a' >570' °q W Cis ` C// ELM FOVOL. 5073, PG. 846K RANCH PARTNERS, LTD. .W 15T.3 �._�_._,. 3408 HF S� . SO.00' >9. tl3 \ 9 R.P.R.D.C.T. .p 2 , S R.P.R.D.C.T. \C // Sa524Ag5253W�� k9go� 6i�k �04p"w43k �o A=00'14'13" �29'02'18 tiq °qp !!574.4g'gJhw,ISO 44 " u t1j2 R=1045.00' R=1045.001' -`` 382 4p, s.45. Fa a JN A (�2p 40CK) BIRF 3.86, FINAL PLAT L=4.32' CB=sas 11'1s"w L=529.62 Jv o e / . 1a qRq F N qGF \ ' R 6055'�0 CS44 32�, 7"w) �S601 �'33 j 2 w CASq. , pR �. ky c LOT 1, BLOCK A sTRUFS4j� / L=118.51 C=523.97` P•R,p, T 33,3 WIND DANCE ADDITION MFNT S31'03'23"W CB=S34'16'28"W AN ADDITION TO THE CITY OF CARROLLTON, DENTON COUNTY, TEXAS \ (S30'31'24' W) (S33'44'29"E) 9.51, C=118.45 16.83 ACRES SITUATED IN THE LEGACY/MONTEREY HOMES, L.P. W.J. JACKSON SURVEY, ABSTRACT No. 671 A=89'z1'2s'• VOL, 4681, PG. 84 AND THE WA FERRIS SURVEY, ABSTRACT No. 437 / R=80.0o R.P.R.D.C.T. / \ L=12477 CITY FILE No. 89-02FP1 / CB=S75'44'07"W / (S75'12'08"W) C=112.50 LEGEND D'N�� C8�1NTYeCQ�fX in: IRS - 5/8 inch iron rod set with Huitt-Zollars Cap PREPARED BY T CYNTHIA MITCHkLL, COUNTY CLERK BASIS OF BEARINGS: (435,60) -Deed or record bearing or distance PREPARED FOR ��L� on Jun 09 2003 WIND DANCE APARTMENTS, LTD. At 10:37am THE BEARING OF NORTH 33 DEGREES 52 MINUTES 36 SECONDS EAST 1100 N.E. LOOP 410 Huitt-Zoilara, Inc. Dallas Receipt #: 34137 ALONG THE EASTERLY RIGHT-OF-WAY LINE OF STATE HIGHWAY 121 SUITE 900 3131 McKinney Avenue, Suite 600 Doc/Mdmt9c 6.00 108.00 ACCORDING TO THE DONATION DEED FOR A CONTROLLED ACCESS HIGHWAY AS SAN ANTONIO, TEXAS 78209 Dallas, Texas 75204-2489 Doc/Num : 2003-ROO89455 RECORDED IN VOLUME 3128, PAGE 901, OF THE DEED RECORDS DENTON COUNTY, TEXAS. TEL, 210-824-6044 Phone (214) 871-331t Fax (214) 871-0757 Dac/Type • pLA Deputy -Jane Project No. 01-3136-09 SHEET 1 OF 3 met LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE I LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING L1 68.81 S22'00'24"W L50 15.00 N89'21'27"E L95 20.00 N56'07'24"W L138 30.22 S46'40'52"E L2 197.64 S27'17'37"W L51 15.19 S41'49'30"E L96 15.00 N33'52'37"E L139 227.60 S27'17'37"W L4 1 147.88 N46'40'52"W L52 70.46 S89'21'28"W L97 20.00 N56'07'25"W L140 22.50 S78'04'37"E L5 16.45 S46'40'52"E L53 265.67 N00'38'33"W L98 198.51 N33'52'36"E L141 20.00 N11'55'23"E L6 152.61 S46'40'52"E L54 143.96 S89'21'27"W L100 30.58 N58'56'38"W L142 15.00 S78'04'37"E L7 98.59 S21'05'24"W L56 15.00 N89'21'28"E L101 234,95 WT52'36"E L143 20.00 N11'55'24"E L8 51.41 N10'27'10"E L571 15.00 N00'38'36"W L102 15.00 S56'07'24"E L144 96.68 S78'04'37"E L9 171.47 S75'20'40"W L58 15.00 N89'21'28"E L103 15.00 N33'52'35"E L145 10.00 N11'55'22"E L10 109,24 N80'28'44"E L61 32.22 N00'38'33"W L104 15.00 S56'07'25"E L146 15.00 S78'04'37"E L11 55,26 N71'01'19"E L62 85.00 N89'21'27"E L135 64.39 N33'52'36"E L147 10.00 N11'55'22"E L12 60.23 N71'01'19"E L63 15.00 N00'38'33"W L106 295.11 N58'56'37"W L148 28.69 $78'04'37"E L131 109.24 N80'28'44"E L64 85,00 N89'21'27"E L107 17.12 S76'03'23"W L149 39.94 N00'38'33"W L14 17L47 S75'20'40"W L65 33.87 N00'38'33"W L108 10.04 N34'50'08"W L150 19.00 S89'21'27"W L15 64.72 N10'27'10"E L66 106.73 S75'20'40"W L109 15.00 N55'20'21"E L151 15.00 S89'21'27'W L16 139.02 S21'05'24"E L67 15.00 S14'39'20"E L110 10.00 N34'50'09"W L152 10.00 N00'38'34"W L19 201.52 S27'17'37"W L68 15.00 S75'20'40"W L111 10.00 N15'41'08"W L153 109.96 S89'21'27"W L20 71.48 S22'00'24"W L69 15.00 S14'39'20"E L112 MOO N74'18'51"E L154 183.96 N00'38'33"W L23 69.88 N58'56'38"W L70 65.16 S75'20'40"W L113 10.00 N15'41'08"W L155 15.00 S89'21'27"W L24 20.35 N29'31'04"W L71 15.00 S25'02'02"E Li14 46.89 S75'20'40"W L156 15.00 N00'38'34"W L251 120.63 N58'56'38"W L72 1 15.00 N64'57'57"E L115 15.00 N14'39'19"W L157 15.00 S89'21'27"W L26 43.00 N31'03'22"E L73 15.00 S25'02'02"E L116 15.00 S75'20'40"W L158 9.79 N00'38'33"W L27 30.95 N58'56'38"W L74 13.23 S35'28'20"E L117 15.00 N14'39'18"W L159 60.46 S89'21'28"W L28 28.00 S31'03'22"W L75 15,00 S54'31'41"W L118 125.00 N75'20'41"E L160 1.50 300'38'33"E L29 128.97 N58'56'38'"W L76 10.00 S35'28'20"E L119 11.85 $24'00'28"W L161 15.00 S89'21'27"W L32 43.01 S31'03'22"W L77 43.25 S31'08'35"E L120 187.93 N00'38'33"W L162 15.00 N00'38'33"W L33 18.72 S02'50'29"W L78 88.12 N58'56'38"W L121 16.83 N89'21'26"E L163 15.00 S89'21'27"W L34 168A1 S56'55'49"E L79 40.00 S31'03'23"W L122 13.00 S00'38'35"E L164 239.52 N00'38'33"W L35 102.04 S29'40'35"E L80 15.00 S58'56'37"E Li23 15.00 S89'21'26"W L166 14.14 N44'21'26"E L36 5.00 S60'19'26"W L81 40.00 S31'03'23"W L124 13.00 S00'38'35"E L167 14.14 N44'21'27"E L37 15.00 S29'40'35"E L82 15.42 N58'56'38"W L125 128.77 S78'04'37"E L168 25.97 S00'38'33"E L38 25.00 S60'19'25"W L83 22.00 S31'03'22"W L126 10.00 S11'55'23"W L169 43.26 S59'23'24"E L39 15.00 S29'40'35"E L84 15.00 N58'56'38"W L127 15.00 S78'04'37"E L770 48.61 S35'50'08"E L40 5.00 S60'19'26"W L85 22.00 S31'03'22"W L128 227.60 S27'17'37"W L771 160.37 S00'38'33"E L41 83.25 S29'40'35"E L86 157.52 N58'56'38"W L129 28.65 S00'45'07"E L172 135.08 S00'38'33"E L42 157.94 S56'55'49"E L87 24.00 S31'03'21"W L130 15.00 S89'14'52"W L173 70.56 S45'46'04"E L43 27.34 S02'50'29"W L88 15.00 N58'56'37"W L131 28.00 S00'45'07"E L174 88.77 S00'38'33"E L44 43.01 S31'03'22"W L89 24.00 S31'03'22"W L132 148.88 S89'14'52"W L175 50.00 S89'21'27"W L45 113.46 N89'21'27"E L90 73.08 N58'56'38"W L133 22.05 N58'56'37"W L176 20.99 N89'21'26"E L46 15.00 N89'21'27"E L91 15.02 N33'52'36"E L134 15.00 N31'03'26"E L177 19.75 N42'23'14"E L47 198.09 N00'38'33"W L92 123.12 S33'52'36"W L135 17.78 N58'56'37"W L178 73.71 N42'23'14"E L48 15.00 N89'21'27"E L93 68.08 N58'56'38"W L136 147.53 S89`14'52"W L179 118.67 N25'13'02"W L49 15.00 N00'38'32"W L94 101.57 N33'52'36"E L137 26.56 N00'45'08"W L180 54.00 S39'52'02"E LINE TABLE LINE LENGTH L181 15.85 _BEARING N42'03'40"W L182 71.34 S31'59'40"E L183 80.54 N25'13'02"W L184 12.24 N11'55'24"E L185 34.87 S78'04'37"E L186 28.99 S22'00'24"W L1871 54.71 S78'04'37"E L188 12.00 S31'03'22"W L189 15.00 S58'56'38"E L190 12.00 S31'03'22"E L191 10.00 S11'55'23"W L192 16,92 N00'38'33"E L193 20.00 S89'21'26"W L194 9.52 N29'02'46"W L195 15.00 N60'57'15"E L196 9.52 N29'02'46"W L197 33.30 S22'00'23"W U98 15.00 S67'59'35"E L199 31.91 S22'00'24"W L200 132.07 N57'37'53"W L201 133.48 N57'37'53"W L202 7.27 S8914'52"W L203 15.00 N00'45'08"W L204 147.65 S89'14'52"W L205 15.00 S89'21'27"W L206 15.00 S0038'33"E L207 15.00 S89'21'27"W CURVE TABLE CURVE RADIUS DELTA LENGTH ICHORD BEARING CHORD C1 292.50 05'17'14" 26.99 N24'39'01"E 26.98 C4 62.50 2535'28" 27.92 N33'53'08"W 27.68 C5 62.50 31'32'34" 34.41 N05'19'07"W 33.97 C6 1085.50 24'29'55" 464,14 S57'58'25"W 460.61 C7 1070.50 29.25'34" 549.79 S60'38'51"W 543.77 CS 192.50 05'08'04" 17.25 S77'54'42"W 17.24 C9 207.50 09'27'25" 34.25 N75'45'02"E 34.21 C10 192.50 09'27'25" 31.77 N75'45`02"E 31.74 C11 207.50 05'08'04" 18.59 S77'54'42"W 18.59 C12 1085.50 04'13'32" 80.05 S73'14'52"W 80.04 C15 307.50 05'17'14" 28,38 N2439'01"E 28.37 C16 62.50 28'12'53" 30.78 S16'56'56"W 30.47 C17 376.00 14-00.47" 91.96 S82'21'04"W 91.73 C18 1228.00 08'31'53" 182.85 S69'34'54"W 182.69 C19 1228.00 9'38'01" 206.11 S59'48'28"W 205.87 C21 34.50 87'10'47" 52.49 S77'27'59"W 47.57 C22 19.50 87'10'47" 29.67 S77'27'59"W 26.89 C23 1253,00 03'45'06" 82.05 S52'48'12"W 82.03 C24 1253.00 14'03'09" 307.31 N68'19'06"E 306.54 C25 1228.00 00-33-49" 12.08 S75'03'45"W 12.08 C26 401.00 04'50'13" 33.85 S77'45'47"W 33.84 C27 19,50 74'37'46" 25.40 S64'36'30"W 23.64 C28 44.50 52'09'17" 40.51 N53'22'15"E 39.12 C29 29.50 26'15'47" 13.52 N40'25'30"E 13.40 C30 34.50 74'37'46" 44.94 S6436'30"W 41.83 C31 62.50 27'15'14" 29.73 N43'18'12"W 29.45 C32 77.50 28'12'53" 38.16 N16'56'56"E 37.78 033 1253.00 05'12'48" 114.01 S58'00'17"W 1 113.97 STANDARD NOTES Cab V P1.9 I A. Sidewalks (which are required in all districts, with the single exception of local industrial streets) shall be constructed in accordance with the City of Carrollton's specifications. The developer will construct sidewalks along the front, rear and side of lots that abut collector or arterial thoroughfares or which abut perimeter streets, or where an alley is adjacent to a collector or arterial thoroughfare. The builder on a lot will construct all other sidewalk on the front and side lots on internal streets. Certificates of Occupancy will not be issued until such requirements have been met. B. Selling a portion of this addition by metes and bounds description without a replat being approved by the City of Carrollton is a violation of city ordinance and state law and is subject to fines and withholdings of utilities and building permits. VISIBILITY NOTE A. Intersection visibility triangles shall have dimensions specified in Section 53.40 et seq. Of the Carrollton Code of Ordinances. UTILITY CERTIFICATE THIS PLAT CORRECTLY PRESENTS THE REQUIRED EASEMENTS FOR THIS DEVELOPMENT. TXU GAS COSERV ELECTRIC ONCOR ENERGY DELIVERY NI PREPARED FOR WIND DANCE APARTMENTS, LTD. 1100 N.E. LOOP 410 SUITE 900 SAN ANTONIO, TEXAS 78209 TEL. 210-824-6044 FINAL PLAT LOT 1, BLOCK A WIND DANCE ADDITION AN ADDITiON TO THE CITY OF CARROLLTON, DENTON COUNTY, 16.83 ACRES SITUATED IN THE W.J. JACKSON SURVEY, ABSTRACT No, 671 AND THE WA FEERRIS SURVEY, ABSTRACT No. 437 PREPARED BY HLJf TT-z:-D Huitt-Zollars, Inc. Dallas 3131 McKinney Avenue, Suite 600 Dallas, Texas 75204-2489 Phone (214) 871-3311 Fax (214) 871-0757 CITY FILE No. 09-02FP1 COUNTYcoTX in: MITCHEL, COUNTY CLERK OnAtJun 10;37003 ae2i t #: 34137 iny, 108.00 6.00 m ; 2003-ROO8894455 Pe v -Jane Is Project No. 01-3136-09 SHEET 2 OF 3 OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF DENTON WHEREAS WIND DANCE APARTMENTS, LTD. is the owner of a tract of land situated in the W.J. Jackson Survey, Abstract No. 671, and the W.A. Ferris Survey, Abstract No. 437, City of Carrollton, Denton County, Texas and being all of a tract of land as described in Special Warranty Deed to Wind Dance Apartments, Ltd. as recorded in Volume 5178, Page 433, Deed Records Denton County, Texas (D.R.D.C.T.) and being more particularly described as follows; COMMENCING at the intersection of the centerline of Creek Valley Boulevard (a 90' right-of-way) as recorded in Cabinet U, Page 333 of the Plat Records Denton County, Texas (P.R.D.C.T.) and the easterly right -of way line of State Highway 121 (a variable width right-of-way) as evidenced by Donation Deed recorded in Volume 3128, Page 901 (D.R.D.C.T.); THENCE, North 31 degrees 03 minutes 24 seconds East, along the easterly right-of-way line of said State Highway 121, a distance of 134.72 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap at the beginning of a curve to the right having a central angle of 02 degrees 48 minutes 19 seconds, a radius of 5714.58 feet and being subtended by a chord bearing North 32 degrees 27 minutes 31 seconds East a distance of 279.76 feet; THENCE, along the easterly right-of-way line of said State Highway 121 and along said curve to the right an are distance of 279.79 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap at the POINT OF BEGINNING and being the beginning of a curve to the right having a central angle of 00 degrees 00 minutes 55 seconds, a radius of 5714.58 feet and being subtended by a chord bearing North 33 degrees 52 minutes 10 seconds East a distance of 1.53 feet; THENCE, along the easterly right-of-way line of said State Highway 121 and along said curve to the right an are distance of 1.53 feet to a 5/8 inch iron rod found with "KRA" cap at the end of said curve; THENCE, North 33 degrees 52 minutes 36 seconds East, continuing along the easterly right-of-way line of said State Highway 121 a distance of 524.10 feet to a 5/8 inch iron rod found with "KHA" cap; THENCE, South 58 degrees 56 minutes 38 seconds East, departing the easterly right-of-way line of said State Highway 121 a distance of 311.51 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 89 degrees 14 minutes 52 seconds East a distance of 136.10 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 27 degrees 17 minutes 37 seconds East a distance of 303.82 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, South 62 degrees 42 minutes 23 seconds East a distance of 154.25 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 26 degrees 00 minutes 32 seconds East a distance of 388.23 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 00 degrees 00 minutes 02 seconds West a distance of 183.65 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, North 89 degrees 21 minutes 27 seconds East a distance of 160.10 feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap; THENCE, South 00 degrees 38 minutes 33 seconds East a distance of 951.60 feet to a 5/8 inch iron rod found with "KHA" cap on the northwesterly right-of-way line of Indian Run Drive (a variable width right-of-way) as recorded in Cabinet U, Page 333 (P.R.D.C.T.); THENCE, along the northwesterly right-of-way line of Indian Run Drive the following; South 75 degrees 20 minutes 40 seconds West a distance of 382.40 feet to a 5/8 inch iron rod found with "KHA" cap at the beginning of a curve to the left having a central angle of 29 degrees 02 minutes 18 seconds, a radius of 1045.00 feet and being subtended by a chord bearing South 60 degrees 49 minutes 32 seconds West a distance of 523.97 feet; Along the northwesterly right-of-way line of said Indian Run Drive and along said curve to the left an arc distance of 529.62 feet to a 5/8 inch iron rod found with "KHA" cap at the end of said curve; THENCE, North 58 degrees 56 minutes 38 seconds West, departing the northwesterly right-of-way line of Indian Run Drive a distance of 567.18 feet to the POINT OF BEGINNING and containing 16.83 acres of land, more or less. DEDICATION STATEMENT NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS; That WIND DANCE APARTMENTS, Ltd., acting herein by and through its duly -authorized officers, does hereby adopt this plat designating the herein above -described property as WIND DANCE, an addition to the City of Carrollton, Texas and does hereby dedicate, in fee simple, to the public use forever, the streets, alleys, and public use areas shown hereon and does hereby dedicate the easements shown on the plat for the purposes indicated to the public use forever, and said dedications being free and clear of all liens and encumbrances, except as shown herein. No buildings, fences, trees, shrubs, or other improvements shall be constructed or placed upon, over, or across the easements on said plat. Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to a particular utility or utilities, said use by public utilities being subordinate to the public's and City of Carrollton use thereof. The City of Carrollton and any public utility shall have 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 easements. The City of Carrollton or any public utility shall at all times have the right of ingress and egress to and from and upon any of 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. WIND DANCE APARTMENTS, Ltd does hereby bind itself, its successors and assigns to forever warrant and defend, all and singular, the above -described streets, alleys, easements and rights unto the public, against every person whomsoever lawfully claiming or to claim the same or any part thereof. To the best of my knowledge and belief there are no liens against this property. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Carrollton. WITNESS MY HAND THIS 15?r DAY OF1#1 ' 2003. Wind Dance Apartments, Ltd., a Texas limited partnership By: HEBRON PARKWAY AT SH 121 BYPASS, LTD., a Texas limited partnership, its General Partner. By: CARROLLTON INVESTORS, L.L.C., a Texas limited Liablility company, its General partner. By: � e Douglas . Koh ch Senior Vice President and Manager STATE OF TEXAS : COUNTY OF jYeW q BEFORE the undersigned authority, a Notary Public in and for State of Texas on this day personally appeared, Douglas A. Koch, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same in the capacity therin stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the 3 C) day of %i 4Y 2003. AND FOR STATE OF TEXAS Xou54Ey My commission expires: 6'-/ L -Q003 >$�"'�'➢y o III DA J. F{OUSLEY MY COAdtAiSSION EXPIRES '=:j•...•�.x� June16,2003 ,f ,1• SURVEYOR CERTIFICATE STATE OF TEXAS I, Eric John Yahoudy, Registered Professional Land Surveyor, hereby certify that I have prepared this plat from an actual on -the -ground survey of the land and that the corner monuments shown thereon were pr placed under my personal supervision in accordance with the platting rules and regulations of the City of Carrollton, Texas. m(p OF }� /—� P`c0 j -29-03 seewseewe.•«seeeasi ERIC JOHN YAHDUDY Surveyor's SigKature oeeseeseee®s°.°eeoeav ,o 4862 STATE OF TEXAS: �Fsss0, _'x Q COUNTY OF DALLAS: r �q�gou*i � BEFORE the undersigned authority, a Notary Public in and for State of Texas on this day personally appeared, Eric John Yahoudy, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same in the capacity therin stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the cPf day of 19 f 2003. :aYP�a•• E DARLENE FANNON NOTARY PUBLIC IN AND FOR STATE OF TEXAS ; *y NOTARY PUBLIC m!:ie r State of Texas Comm.Exp 09-20-2004 My commission expires: 0 CITY SIGNATURE BLOCK Zao2, On the __f2_day of OC-t-o'S6 P_ ?@>33, this plat was duly approved by the Planning and Zoning co ssion of the City of Carrolltn^ Signed: Plannin and Z ing Commission Signed: D ector of Planning PREPARED FOR WIND DANCE APARTMENTS, LTD. 1100 N.E. LOOP 410 SUITE 900 SAN ANTONIO, TEXAS 78209 TEL. 210-824-6044 r ncrnncv o, Htls, Inc. Dallas 3131 McKinney Avenue, Suite 600 Dallas, Texas 75204-2489 Phone (214) 871-33t1 Fax (214) 871-0757 F`INAL PLAT LOT 1, BLOCK A 'IND DANCE ADDITION TO THE CITY OF CARROLLTON, DENTON COUNTY, 16.83 ACRES SITUATED IN THE Y.J. JACKSON SURVEY, ABSTRACT No. 671 THE WA FERRIS SURVEY, ABSTRACT No. 437 CITY FILE No. 09-02FP1 DRW MACOIig in: CYNTHC IAMITCHLLL, COUNTY CLE On Jun 09 2003 At 10:37am Receipt #: 34137 Recording: 108.00 Doc/Mgmt : 6.00 Doc/Num : 2003—ROO89455 Doc/Type • PLA Deputy —Jane N It, Project No. 01-3136-09 SHEET 3 or 3