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HomeMy WebLinkAboutORD 2012-55 - Water Oak Disannexation*rdinanceNo. 0 An Ordinance of the City Council of the City of Georgetown, Texas, providing for the disannexation of territory from the city limits consisting of approximately 267.3 acres for the Water Oak development; repealing conflicting ordinances and resolutions; including a severability clause; and establishing an effective date. Whereas, the owners of the area proposed for disannexation submitted a petition in writing requesting disannexation of the area; and Whereas, an Amended and Restated Development Agreement for the Water Oak development project was approved by City Council on December 13, 2011, which made provisions for the disannexation of the approximately 267 acres; and Whereas, City Council accepted a petition and approved a voluntary annexation for 268.30 acres of land on August 28, 2007, for the original phases 1, 2, and 3 for the Water Oak development, memorialized in Ordinance #2007-50; and Whereas, this petition for disannexation will remove nearly all of the land from those original phases, save and except a strip of land parallel to FM 2243 (Leander Road), as described in this ordinance; and Whereas, the property owners and the City of Georgetown agree that the petition for disannexation is voluntarily pursued by both parties and is not the result of a disputed service plan or any other obligation on the part of the City; and Whereas, the City of Georgetown is not responsible for additional services nor reimbursement of property taxes paid during the time the 267 acres was in the city limits; and Whereas, the Georgetown City Council approved a resolution accepting the petition by the terms of said agreement on May 22, 2012; and Whereas, the City Council conducted public hearings on the proposed annexation on June 26, 2012 and July 10, 2012; and Whereas, all of the herein -described property lies within the extraterritorial jurisdiction of the City of Georgetown, Texas; and Whereas, the herein -described property lies adjacent and contiguous to the City of Georgetown, Texas; and Whereas, all prerequisites of state law and the City Charter have been complied with; Ordinance No. { Water Oak original Phases 1-3 disannexation Date Approved: 9.11.2012 Page 1 oft r • r• r r. •r • r r! • •�,.. r that: Section 1. The facts and recitations contained in the preamble of this ordinance are hereby found and declared to be true and correct, and are incorporated by reference herein and expressly made a part hereof, as if copied verbatim. The City Council hereby finds that this ordinance implements and is not inconsistent or in conflict with any 2030 Comprehensive Plan Vision Statements, Goals and Policies. Section 2. The City Council of the City of Georgetown hereby disannexes from the city limits 267.3 acres out of the J. Thompson, I.&G.N.R.R., D. Medlock, J.T. Church, Isaac Donagan, Key West Irrigation, J.D. Johns, and W.E. Pate Surveys, as shown in "Exhibit A" of this ordinance and described in "Exhibits B-1 and B-2" of this ordinance. Section 3. The 267.3 acres, as described in "Exhibits B-1 and B-2" of this ordinance, is hereby removed from City Council District 2. Section 4. The Service Plan adopted with Ordinance #2007-50, the original annexation, is hereby repealed and is no longer of any force and effect. By this ordinance, the City of Georgetown completes all service obligation described in said Plan. Section 5. All ordinances and resolutions, or parts of ordinances and resolutions, in conflict with this Ordinance are hereby repealed, and are no longer of any force and effect. Section 6. The Mayor is hereby authorized to sign this ordinance and the City Secretary to attest. This ordinance shall become effective and be in full force and effect ten days after its adoption, in accordance with the provisions of the Charter of the City of Georgetown. Passed and Approved on First Reading on the 3011, day of July, 2012. Passed and Approved on Second Reading on the 1111, day of September, 2012. Approved as to form: Bridget Chapman Acting City Attorney The ity of Georgetown: George Garver Mayor Ordinance No. ? Page 2 of 2 Water Oak original Phases 1-3 disannexation Date Approved: 9.11.2012 M Tract to be disannexed 15 -foot strip to remain in the city limits 0 Legend Exclusion Tract i Parcels Exhibit N: — Streets M City Limits Miles Exclusion Tract StreamsEmm 15 -foot stri 0 0.15 0.3 0.6 p i. ..1.1 i Exhibit B-1 DESCRIPTION r .7 0 In v . _ A� RFS BLL `+�11`n zc 4{, t P`. qpa j .,,_t � }}-- ?�, yy `� /�y ".Ljps5TRA'4t'�..y i'K 6H; Cid' 11lv" E i' `T`H; 7 t Et SJ_ "E_Yf �'.'�.-i n r "s'v.f": _. x'� . J ..J `E J `A C'. L! 3., ". r rs T } h j 'j' v: i •^+ w L 3 Y.J5. �r '.a r+tt N iii. _'1y�]yLI 41,: �j ? r Y, ,_,, A13z TF_ � _ `1� , p W F ! _� i 1 s1 � H i'3S� _ �:' � �AsS S U :`�.}b' �' �F r ( x�+. '[ r c'.. � .. �yryiY '..+4"a'�J� TYT ��i_.aXA i l �.E .i. �'�l...t 1 t °... gg;,' THAT i° 1�7 :�^�a�R7E7 {_Tir'''}ice-a ?'�.,S�,:((=:1'�•c.jD Tr�I t-� f;{�+:�.a.: V ��l "{y NK !+"%�C . f� LJ 0'. .}} 4S l 4 r_2.Q (_ice. }}�.—. ` iC i�.F. l`�i i'$j✓i.Y 'i V. _ S. �i C�:�L OF i{.. 1. ,=5 r'X._.. 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' ".'3 ` 1. 2 i i 1 Y o ;[ ,� �i { v...: x3, ; cani can JC'.�.X Exhibit B-1 FN, NO, 07-343(HBB) JUNE 8, 2007 Page 2 of 7 4) S81051'24"W, a distance of 441.51 feet to a 1/2" iron rod with cap set; 5) S52°34'11"W, a distance of 142.36 feet to a 1/2" iron rod with cap set; . 6) S28059'23"W, a distance of 118.67 feet to a 1/2" iron rod with cap set; 7) S67°03'14"W, a distance of 78.34 feet to a 1/2" iron rod with cap set; 8) N79014'24"W, a distance of 106.62 feet to a 1/2" iron rod with cap set for the southwesterly corner hereof, from which a 1/2" iron rod with cap found for the described southwesterly S02°19'41"W, a distance of corner of a distance of 1876.34 said 330.24 feet; acre tract bears THENCE, over and across said 330.24 acre tract aiong the irregular westerly line hereof, the following twenty-two (22) courses and distances: 1) N2400931"E, said curve having a a distance of 255.94 feet to a 1/2" iron rod angle of 90°00'00", an arc length of 39.27 feet and a chord with cap set for the point of curvature of a curve to the right, distance of 35.36 feet to a 1/2" iron rod with cap set for an angle point; 2) along said curve having_ a radius of 552.50 feet, a central angle of 21°44'17", an arc length of 209.62 feet and a chord which bears N35°01'40"E, a distance of 208.3E feet to a 1/2" iron rod with cap set for the point of tangency; 3) N4505348"E, a distance of 279.46 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the right; 4) along said curve having a radius of 25.00 feet, a central angle of 90°00'00", an arc length of 39.27 feet and a chord which bears S89°06'12"E, a distance of 35.36 feet to a 1/2" iron rod with cap set for an angle point; 5) N40008109"E, a distance of 65.33 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent curve to the right; Exhibit B-1 FN, NO. 07-343 (NBB) JUNE 8, 2007 Page 3 of 7 6j along said curve having a radius of 25.00 the left having feet, a central angle which of 81054126", an arc bears NO3°08'58"W, a length of 35.74 distance of 32.77 feet, and feet to a chord a 1/2" iron rod with cap set for a ooint of reverse curvature; 8) N09013'34"E, with right; 7) along 46"E, said reverse curve to the left having a radius of 633.50 315.98 Of 3:2.71 non -tangent curve to feet, a central feet and a feet to angle of 28°34140", an chord which bears N23°30'55"E, a 1/2" iron rod with cap set arc length of a distance for the point of tangency; iron rod with cap set for a point of reverse curvature; 8) N09013'34"E, with right; a distance cap set for of 716.43 feet to a the point of curvature of a 1/2" curve iron rod to the 9) along said curve having a radius of 25.00 feet, central angle of 87°17'00", an arc length of 35.08 feet and a chord which bears N52°52'04"E, a distance of 34.51 feet to a 1/2" iron .rod with cap set for an angle point; 10) N06050 46"E, a distance of 54.84 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent curve to the right; feet, and feet to a chord a 1/2" Ll) along said curve having a radius of 25.00 a radius of feet, a central angle which of 85°37'16", an arc bears N40°36'11"W, a 'Length of 37.36 distance of 33.98 feet, and feet to a chord a 1/2" iron rod with cap set for a point of reverse curvature; 12; along said reverse curve to the left having a radius of 633.50 feet, a central angle of 23044'50", an arc length of 262.57 feet and a chord which bears N09039'58"W, a distance of 260.69 feet to a 1/2" iron rod with cap set for the point.- ointof oftangency; 13) N21032123"W, a distance of 137.89 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the right; 14) along said curve having a radius of 552.50 feet, a central angle of 69°45'41", an arc length of 672.71 feet and a chord which bears N13°20'27"E, a distance of 631.92 'Leet to a. 1/2" iron rod with cap set for a point of compound curvature; Exhibit B-1 FN, NO. 07-343(HIBB) JUNE 8, 2007 Page 4 of 7 15) along said compound curve to the right having a radius of 25.00 43.54 38.24 3132.69 feet, feet feet a central angle of 99°46'42", an arc length of and a chord which bears S81°53'21"E, a distance of to a 1/2" iron rod with cap set for an angle point; 2) along angle which iron said curve having a of 90°00'00", an arc bears S77°00'00"E, a rod with cap set for an radius of 15.00 length of 23.56 distance of 21.21 angle point; feet a feet and feet to 16) N51010 33"E, a distance of 65.45 feet to a 1/2" iron rod with cap 1/2" said set for iron rod 330.24 the northwesterly corner hereof, from which a with cap found .for the northeasterly corner of acre tract bears N49 °50'38"E, a distance of 3132.69 55.00 feet to feet; iron rod with THENCE, over and across said 330.24 acre and 44.314 acre tracts along the irregular northerly line hereof, the following nine (9) courses and distances: 1) 532000'00"E, with cap set a distance of for the point 1.05.00 feet to a 1/2" iron rod of curvature of a curve to the left; a distance of 55.00 feet to a 1/2" iron rod with 2) along angle which iron said curve having a of 90°00'00", an arc bears S77°00'00"E, a rod with cap set for an radius of 15.00 length of 23.56 distance of 21.21 angle point; feet a feet and feet to central a chord a 1/2" 3) S32000'00"E, a distance of 55.00 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent curve 4) along said curve having a radius of 15.00 feet a central angle of 90°00'00" an arc length of 23.56 feet and a chord which beans S13'00'00"W, a distance of 21.21 feet to a 1/2" iron rod with cap set for the point of tangency; 5) S32000'00"E, a distance of 115.00 feet to a 1/2" iron rod with cap set; 6) N58000'00"E, a distance of 125.16 feet to a 1/2" iron rod with cap set; 7) S32000'00"E, a distance of 102.71 feet to a 1/2" iron rod with cap set; 8) S50032`35"E, a distance of 153.72 feet to a 1/2" iron rod with cap set; Exhibit B-1 FN, NO. 07-343(HBB) JUNE 8, 2007 Page15 of 7 9) S62000'00"E, a with cap set in tract described distance of 1251.77 feet to a 1/2" iron the westerly line of treat certain 75.399 acre in a deed to Laredo WO, Ltd., of record rod in Document same No. 2007014252 being the of said Official Pudic Records, easterly line of said 44.314 acre tract the for the with said 230.05 northeasterly corner hereof, from which a cap found for an angle point in the easterly 44.314 acre tract bears N29°55'31"E, feet; 112" iron line a distance rod of of THENCE, same being hereof, along the westerly the easterly the following two (2) line of said line of said courses and 78.399 44.314 distances: acre tract, the acre tract and 1) S29055'31"W, cap a found; distance of 95.89 feet to a 1/2" iron rod with 2) S17°33'05"E, a distance of 488.97 feet to a 112" iron rod with cap found in the northerly line of said 93.60 acre tract, for the southwesterly corner of said 78.399 acre tract, the same being the southeasterly corner of said 44.314 acre tract and hereof; THENCE, S69°32'42"W, along a portion of the northerly line of said 93.60 acre tract, thesane being the southerly lin of said 44.314 acre tract, for a portion of the southerly line hereof, a distance of 922.47 feet to the POINT OF BEGINNING, and containing an area of 69.133 acres of land, (3,011,441 square feet), more or less, within these metes and bounds. BEARING BASIS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE TEXAS COORDINATE SYSTEM, NAD83(96) CENTRAL ZONE, ESTABLISHED BY NGS OPUS SOLUTION USING CORS STATIONS DF5370, AF9638, DE5999, DF40621 & DE5999. I, MARK A. ZIENTEK, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO :HEREBY STATE THAT THIS DESCRIPTION IS BASED UPON A SURVEY MADE ON THE GROUND BY BURY+PARTNERS, INC., DURING THE MONTHS OF APRIL JULY, 2006, THIS DESCRIPTION WAS PREPARED TO ACCOMPANY A FINAL PLAT. BURY & PARTNERS, INC. ENGINEERING -SOLUTIONS 211 WEST SIXTH STREET, AUSTIN, TEXAS 78701 SUITE 600 MARK A. ZJIENTEK R.P.LS, NO* 5683 STATE OF TEXAS Y i4lpS g4i44gbtpf OOA a�(�i ary ttrr rl t�, C iii t �_\ ox aco da sa..�<Q� n 83 ° n � � 200 400 600 8 1$ •00 ism <l C6 C5 r 1/2" IRON ROD FOUND O 1/2" IRON ROD SET P.O.B. POINT OF BEGINNING �j C3 7Scc> \ C2 V U L15 C9 n L16- L17- L18 16- L17L18 Exhibit B-1 NORTHEASTERLY CORNER 330.24 AC. N4,9 50'3:3 E 3132.69' _ r C6 BEARING BASIS: THE BASIS OF BEARINGS FOR -05 THIS SURVEY IS THE TEXAS - COORDINATE SYSTEM, NAD83(96) CENTRAL ZONE, ESTABLISHED BY NGS OPUS SOLUTION USING CORS STATIONS DF5370, �g AF9638, DE5999, DF4062, & DE5999 vC�Jr r r r LAREDO WO LTD . (7 8,3 9 9 ACA / DOC. N0. 20070/4282 i LAREDO WO, LTD. \ (44.314 AC.) \ DOC. NO, 2007014282 i 69.133 ACRES 3,011,441 SQ.FT. LAREDO WO, LTD. \ ( 330.24 AC.) \ DOC. 1y0, 2007014285 X25 r fj PrOmB. v TRACT A L2 \ (93,60 AC,) \ DOC, NO. 2005043418 0)�5 L4 SOUTH WESTERL Y CORNER 330.24 AC. S02 13'41 "W 1876.34' ENGINEERING SOLUTIONS 221 West Sixth Street, Suite 800 Austin, Texas 78701 Tel. (512)328-0011 Fax (512)328-0325 BurytPartners, Inc. ©Copyright 2007 DATE: 06/08/07 1 FILE: H: \164012EX1.dwg \n 1 t z ) \ V .' 0 APPROXIA-;ATE s is SOU THEA STERL Y CORNER ' c� e� I. & G.N. R.R. SUR BEY \ F SKETCH TO ACCOMPANY DESCRIPTION OF 69.133 ACRES OF LAND OUT OF THE I. & G.N. R.R. SURVEY, ABSTRACT NO. 744; THE J.D. JOHNS SURVEY,' ABSTRACT NO. 365; THE W.E. PATE 'SURVEY, ABSTRACT NO. 836; AND THE J. THOMPSON SURVEY, ABSTRACT NO. 608; SITUATED IN WILLIAMSON COUNTY, TEXAS. FN No.: FN07-343HBB ( DRAWN BY: HBB a 6 OF 7 PRO.I. No: 1640-19 Exhibit B-1 LINE TABLE NO. BEARING IDISTANCE L1 S21'21'51 "E 232.92" L2 S73`08'45"W 430.23' L3 S569021587'W 679.82' L4 S81 *51'24"W 441.51' L5 5S5234'11 "W 142.36' L6 S28'59'23"W 118.67' L7 S67°03'14"W 78.34' L8 N79'14'24"W 106.62' L9 N24'09'31 ')E 255.94' L10 N45`53'487'E 279.46' L31 N40408'09"E 65.33' L12 1\109'13'34"E 716.43' L13 N06'55'46"E 64.84' L14 N21'32'23"W 137.89' L15 N51'16'33"E 65.45' L7 6 S32'00'00"E 105.00' L17 S32'00'00"E 55.00' L18 S32'00100"E 115.00' L19 N58"00'00"E 125.16' L20 S32'00'00"E 102.71' L21 550'32'35"E 153.72' L22 S62`0000"E 1251.77' L23 S29'55'31 "W 95:89' L24 S17'33`05 "E 488.97' L25 56.9'32'42"W 922:47' CURVE TABLE 1 _ t; DELTA RADIUS ARC Y'z CHORD BEARING C1 21'44`17" i FSR. lUi( 209.62' 208.36' S35401 '40"W C2 90'00'00" 25.00' 39.27' 35.36' 1\189'06'12"W C3 81'54'26" 25.00' 35.74' 32.77 S03'08'58"E C4 28034'40" 633.50' 315.98' 312.71' N23'3C55"E C5 87'17'00" 25.001 38.08' 34.51' S52'52'04"W C6 85037'16" 25.00' 37.36' 33.98' CURVE TABLE NO. DELTA RADIUS ARC CHORD CHORD BEARING C1 21'44`17" 552.50' 209.62' 208.36' S35401 '40"W C2 90'00'00" 25.00' 39.27' 35.36' 1\189'06'12"W C3 81'54'26" 25.00' 35.74' 32.77 S03'08'58"E C4 28034'40" 633.50' 315.98' 312.71' N23'3C55"E C5 87'17'00" 25.001 38.08' 34.51' S52'52'04"W C6 85037'16" 25.00' 37.36' 33.98' S40'36'11 "E C7 23'44'50" 633.50' 262.57' 260.69' N09'39'58"W C8 69'4541" 552.50' 672.71' 631.92' Sl `20'277'W C9 99'46142" 25.00' 43:54' 38.24' N81'53'21"W C10 90'00'00" 15.00' 23.56' 21,21' S77'00'00"E C1190'00'00" 15.00' 23.56' 21.21' S13'00'00"W I SKETCH TO ACCOMPANY DESCRIPTION UrYPartners OF 69.133 ACRES OF LAND OUT OF THE 1. & G.N. R.R. ENG I NE ERIN c 5 OLUTI 0 NS SURVEY, ABSTRACT NO: 7441 THE J.D. JOHNS SURVEY, 221 West :Sixth street, Suite- 600 ABSTRACT NO. 3651 THE ME. PATE SURVEY, Austin, Texas 78701 ABSTRACT NO. 836; AND THE J. THOMPSON SURVEY, Tei. (512)328-0011 Fax (512)328-0325 ABSTRACT NO. 608, SITUATED IN WILLIAMSON COUNTY, Bury+Partners, Inc. ®Copyright 2007 TEXAS. DATE:06/08/07 I FILE: H:\164012EX1.dwq FN No.: FN07-343HBB I DRAWN BY: HBB SHEET 7 OF 7 PRO,1. No: 1'64f1-12 114,606 ACRES ABG DEvELOPMEN71 WATER OAKS PHASE 3 Exhibit B-1 DESCRIPTION FN BPI JUNE 6, 2007 JOB. NO. 1640-12 OF 114.606 ACRES OF LAND OUT OF THE KEY WEST IRRIGATION SUR;TEY, ABSTRACT NO. 711; THE J.T. CHURC_� SURVEY, ABSTRACT NO. 140 THE J.D. JOHNS SURVEY, ABSTRACT NO. 365; AND THE I. & G.N. R.R. SURVEY, ABSTRACT NO. 744; SITUATED IN WILLIAMSON COUNTY, TEXAS; BEING A PORTION OF THAT CERTAIN 330.24 ACRE TRACT DESCRIBED IN A DEED TO LAREDO WO, LTD., OF RECORD IN DOCUMENT NO. 20070=4285 OF THE OFFICIAL PUBLIC RECORDS OF WTLLIAMSON COUNTY, TEXAS, AND A PORTION OF THAT CERTAIN 53.61 ACRE TRACT DESCRIBED IN A DEED TO L.AREDO WO, L'I'D. OrRECORD IN DOCUMENT NO. 2007014286 OF SAID OFFICIAL PUBLIC RECORDS SAID 114.606 ACRES BEING MORE° PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING, at a 1/2 inch iron rod with cap set on the northerly to a 1/2" iron rod feet to a 1/2" rod wish right-of-way cap line of F'.M. Highway 2243 180' R.O.W.), of the sage cap length set. for the point of curvature which if riga; being t^e southerly live of said 53.61 ace tra't for the southwesterly 21 along corner hereof, from which a TXDOT concrete right- central _% iron rod, wit" caQ set for a point of-way monument found, 40 -feet left of centerline 115.67 S�ation feet and 305+56.60 Tears N79038'2'0"E, a distance of 2659.21 met, and which bears N04°21' 47"W, a distance of !D from which the northeasterly corner of said Key West Irrigation I iron rod with cap set for the point of tangency; Survey, bears approximateiy N50°27'E, a distance of 282'5 feet; THENCI, over and -across said 53.61 acre and 330.24 acre tracts, along the westerly line hereof, the fol Iowing nineteen (,19) courses and Ira- cdnC es : 1) N10°21'39"Vv', said a distance curve of 126.00 feet to a 1/2" iron rod feet to a 1/2" rod wish witih cap set for the pont or Curvature angle of a Curves to the cap length set. for the point of curvature which if riga; curve to the left; of 1.30.89 feet to a 21 along sa-d curve having a radius of 552.50 feet, a central _% iron rod, wit" caQ set for a point a g1e of 11°59'42", an arc length of 115.67 feet and a chord which bears N04°21' 47"W, a distance of !D feet to a 1/2" -!I I iron rod with cap set for the point of tangency; 3) IN01038'04"E, said curve a distance of 95.02 feet to a 1/2" rod wish angle of iron cap length set. for the point of curvature which if a curve to the left; 4) along said curve ni ring a radius o- 4 94.50 `eet, a central angle of 15°12'3;" an arc length of 131.27 fees and a Nord which bears IN05°58`15"W a distance of 1.30.89 feet to a _% iron rod, wit" caQ set for a point of reverse curvature; Exhibit B-1 FN, NO. 07-333 (HBBj JUNE 6, 2007 PAGE 2 OF 5 5) along said curve having a a distance of °1.21 feet to said reverse curve to the right having a. radius of point of reverse 'curvature; rod with 8) along said reverse curve to the left having ._ radius of 494.50 95.76 feet, a central angle of 11°05'45", feet and a chord which bears N34°41'52"W, an arc lengt� a distance a chcra of of 95.61 feet to a 1/2" iron 25. set for the G0 of feet, a central bears angle of d3 °5"' ' 40" an arc iengtti 0 bears which bears a distance N40'65'01 a distance -r,on r'oa w. r_?: cap set for �' e o nL of Langel cy ; 38.7 ! eet and a C i(DrG: w1h011 Ilea r S N 30°5-,1' 1 7",a dlStance c=%ratur_c; Of n i n t 35.00 ?= et t0 a 1/`2" i rpr rod with Ga'' set. for -an ana_e Pon-, nt; 6) N24040'17"W, said curve having a a distance of °1.21 feet to a 1/2" iron rod with cap the set for right; the point. of curvature of a non -tangent curve to 7) along said curve having a raaius of 25.00 feet, a central ar_g1 e which of 76'46'28", an arc bars N67°32 14"W, length of 33.50 distance of feet, and a chord 31.65 feet to a 1/9„ 81.68 iron rod with cap set for a point of reverse 'curvature; rod with 8) along said reverse curve to the left having ._ radius of 494.50 95.76 feet, a central angle of 11°05'45", feet and a chord which bears N34°41'52"W, an arc lengt� a distance a chcra of of 95.61 feet to a 1/2" iron rod wi th cap set for the point of Langencv; which bears N01007'15"E, 37.41 p) N40014'45 W, a distance of 81.51 feet for the point of curvature of a curve to the right; 1C) along said said curve having a radius of 434.50 feet, a central 495.50 of 81.68 feet to a /2" 25, iron rod with angle of 8' 4 4 00 an are eligtl- o_ cL 7.40 feet avid a chcra cure.=azure an arc of a curare to , left, a chord which bears N01007'15"E, 37.41 a distance of 574.30 feet to a i/n" a chord wnJch bears which bears a distance N40'65'01 a distance -r,on r'oa w. r_?: cap set for �' e o nL of Langel cy ; 11) N42°29' said reverse S"E, a distance 495.50 of 81.68 feet to a /2" 25, iron rod with central angle cap 85°43'56", set for the point of cure.=azure an arc of a curare to the left, a chord J-2) along said reverse curve having a radius or 495.50 hav_ng feet, a central cf 25, 00 feet, a central angle of 85°43'56", an arc angle Gf of 03°28'28", an arc length of 29.99 __ 4J.!.�-I�rl� feet and a chord 37.41 feet and a chord wnJch bears which bears a distance N40'65'01 a distance of 29.98 feet to a/2„ 34.01 feet to iron iron rod with cap set for a point of reverse an angle c=%ratur_c; 13) along said reverse curve to the right hav_ng a radius cf 25, 00 feet, a central angle of 85°43'56", an arc length Gf !`N __ 4J.!.�-I�rl� IJ L:r i..o 37.41 feet and a chord wnJch bears i�;810S2 4 5"F, a distance o- 34.01 feet to a 1/2" iron rod with cap set for an angle n i n t 1A; Nov°57' 36"E, a d?ance of G_5. 117 eet tG i /2„ rG rod with .� _ _, �..01p t fall the u 7l, of tc. urva.turc i.,if Q n . � iGr—+- r..• �e !`N __ 4J.!.�-I�rl� IJ L:r i..o !gyp /y FN. NO. 07-338 (HBB JUNEI 6, 2G0? PP_GE 3 GF 5 15) along 25.v� said curve rav ng a central an a rca:a.1us arc length 0f of 83.71 tangency; angle of 01 019 ` (05", an arc a distance feet, and 83.01 a chord feet to a 1/2" ?rcn rod with which bears N14°21'53"W the point of tangency; a 32. J8 1eeL �LO a L the same iron r-od with cap set for a sa-'d 330.24 feet; point of reverse tract, bears curvature; Exhibit B-1 radius of 25.v� sa - a feet, feet, a central an a rca:a.1us arc length 0f of 83.71 tangency; feet and a chord which bears 1er,gl.h cf 35.48 a distance feet, and 83.01 a chord feet to a 1/2" ?rcn rod with can set for the point of tangency; distance o. 32. J8 1eeL �LO a L the same being an angle point in the irregular N%5°05'52'E, easterly a ll sa-'d 330.24 feet; point of reverse tract, bears curvature; ...6j af.0ri9 494.50 said of bears sa - a feet, reverse curve a central l...o the angle of 09°41'58", left ::'aving an a rca:a.1us arc length 0f of 83.71 tangency; feet and a chord which bears N21°26'40"E; a a distance of 83.01 44 . 314 feet to a 1/2" ?rcn rod with can set for the point of tangency; ?\lo. 2007014282 of said Official Public Records, the same being an angle 17} N16035'41"E, a distance of 167.19 feet to a 1/2" iron rod W41th cap set for the po1_nt of curvature of a curve to t1he right 18) along angle which said of bears curve laving a 07033150", an arc N20°22' 3611E, a radius of length of distance of 552.50 feet, a 72.94 feet and 72.88 feet to central a chard a 1/2" iron rod with cap set for the point cf tangency; a 1/2" 19} N24° 19'31"E, over and a distance of 100.43 feet to a 1/2" iron rod with cap set for the ncrth westerly corner hereof, from which a 1/2" =. non pip' foun`i for t1:e northwesterly a corn- of th:It certai in 44 . 314 iron rod acre tract desc I, lit) ed in a deed to Laredo Wo, Ltd. , of recol-d J_n Document ?\lo. 2007014282 of said Official Public Records, the same being an angle point in the irregular N%5°05'52'E, easterly a line of distance of 2652.67 sa-'d 330.24 feet; acre tract, bears THENCE, over and across said 330.24 acre tract along the northerly line hereof, the follow ng seven (7); courses: 1} S79°14'24"E, a distance of 106.62 feet to a 1/2" iron rod with ca,D set; %) Nt'1/°03r 4rtE a dlstance of 78.34 Feet to a 1 _f/2r iron rod with cap set; ° 3! N2.8 5J' 23"E r - nce 8 -e � rr • rod a �_S aII of l "8.67 feet to d %2 '�rOI1 od with cal<} Cet; 4} `34'1"E, a dl stance of _42. 6 feet O a 1/2" On rrodNS21 Wv [ Ln ."al-> se -1- Exhibit B-1 Fig?. NUD, D i-338 (HBB) JUNE 6, 2007 PAGE 4 OF 5 o) N81 1'24"E, a distance Of 441.51 feet t0 a 1/2" 1rGi1 rod w cap set; 6) N56°02'58"E, a distance of 679.82 feet to a 1;12't iron rod " ixon r rid with cap set; _: of said 7) N73008'45"E, cno set; a distance of 430.13 feet to a 1/2" iron rod 0 2 2 o 7 It ; cJ -D Ua a. stanCe of � 9��i.08 with cap set in the westerly line of t..- that certain 9 50 Ytf� cnI 1h 1 7 t 1 acre "Tract A" described in a deed to Arthur Winston Faubion, an undivided at 61.5% and Gordon Wnston Faubion, an und4Videl a 1,/2"` iron 38.5%, by t'he Partition and Exchange Deed of record in found and continuing for a total distance of 755.71 feet Document No. 2005043418 of said Official Public Records, far to a 1/2" iron rod with cap the northeasterly in the northerly corner hereon:, from which a 1/2" iron rod said found for tre northwester' corner Of said 93.60 acre tract, Highway 2243 for the southeasterly corner riereof, also being the southwesterly corner Of said 44.31.4 acre tract, bears N21021'08"W, a distance of 232.:92 feet; saw:e being L e poin` of curvature Of a non -tangent curve to THENCE, along a portion of the westerly line of said 93.60 acre tract, the same being a portion of the irregular easterly line Of said 330.24 acre tract, for the easterly line hereof, the following three (3) courses and distances: ) C2'° x'08"E a distance of 621.40 feet to a /2 " ixon r rid _: of said WiT r. cno set; the same being a portion of the 0 2 2 o 7 It ; cJ -D Ua a. stanCe of � 9��i.08 zee` t.0 a iron roa fr) Ytf� cnI 1h 1 7 t 1 ,rzith cap set; 3) S20043'40"E, at a distance of 754.32 feet pass_ng a 1,/2"` iron rod found and continuing for a total distance of 755.71 feet to a 1/2" iron rod with cap set in the northerly lime of said F.M. Highway 2243 for the southeasterly corner riereof, the saw:e being L e poin` of curvature Of a non -tangent curve to the bight; THENCE, leaving hereof, said 93.60 acre tract, along the northerlyerly line of said F.1M. Highway 2243, the same being a portion of the southerlV ine of said ")3i). i4 �. rp +r;?I i fr) Ytf� cnI 1h 1 7 t 1 the following two (2) courses and distances: 1) along said curve to the right having a radius of 5689.58 feet, a central angle of 00'38'26", an arc length of 63.62 12 t , and a chord which Dears S%79019'11" Wf a ^Distance of 63. 62 feet to said TXDOT concrete right-of-way -monument it F ound 4C -feet -left of centerline Station 305 56.60 for the Rai r,t Of tangency; Exhibit B-1 FN. NO. 017 n8 (r':3B) Tr NE 6r 20077 PAGE 5 OF 115 e 2) S7p 38'20"�i�v�, a distance of 26 9. 2u feet to the POINT OF BY DF'9062, & DE5999. BEGINNING, and contain=na a~_ arva of 1.9.606 acres of land (4992220 square feetj, more or less, wti these me -es and bounds. BEARING BASIS: '-'HE BASIS OF BEARINGS FOR 'IDIS SURVEY IS THE TEXAS COORDINATE NGS OPUS SYSTEM, SOLUTION USING NAD83(96) CENTRAL ZONE, ES'TAB ISHED CORS STATIONS DI'5370,Ak9 58, DE5999, BY DF'9062, & DE5999. I, MARK A. LIEN? K, A REGISTERED I'RG}r ESSIOI!AL LAND SUR`vEYOR., DO HEREBY STATE THAT THIS DESCRTPTION IS BASED UPON A SURVEY MADE ON THE GROUND BY BURY+PARTNERS, INC., DURING THE MONTHS OF APRIL JULY, 2/006. THIS DESCRIPTION VunS PREPARRED TO ACCOMPANY A FINAL PLAT. BURY & PARTNERS, INC. ENGINEERING -SOLUTIONS MARK ti. ZIENTEK 211 WEST SIXTH STREET, SUITE 600 R.P.LS, NO. 5683 AUSTIN, TEXAS 78701 S'T'ATE 1 TEXAS /617, nF < +•.mwa � . c. Whoc haa NAARK A. ZIENTEK «0Opt- 1'� -o Exhibit B-1 s6. ��rRE S 1V. NO. 0 -31 7 t I i:5 71 ;-,T MAY 30, 2007 ABG DEVELOPMEN`I JQ-12 WATER OAK PARKWAY SECTION GNB BPI OB NO. 164 DESCRIPTION OF 36.371 ACRES OF LAND OUT OF THE I.& G.N. R.R. SURVEY, ABSTRACT NO. 744; THE J.D. JOHNS SUJRVE•Y, ABSTRACT NO. 365; HE KEY WEST IR.RIGA`I'ION SURL'EY, ABSTRACT NO.7 1; THE D. MEDLOCK SURVEY, ABSTRACT NO 039; THE W.E. PATE, SURVEY, ABSTRACT NO. 336; THE J. THOMPSCii SURVEY, ABSTRAC'P NO. 608; AND THE IS«AC DONAGAN SURVEY, ABSTRACT INO. 178; SITUATED IN-WILLIAMSJN COUNTY, TEXAS; BEING A PORTION OF THOSE CERTAIN 53.61 ACRE AND 314.00 ACRE TRACTS DESCRIBED IN A DEED TO LAREDO WO, LTD., OF RECORD IN DOCUMENT NO, 2007014286 OF THE OFFICIAL FUBLTC RECORDS OF WILLIAMSON COUNTY, TEXAS; A PORTION OF Ti�AT CERTAIN 330.24 ACRE TRACT DESCRIBED IN A DEED MO LAREDC WG, LTD. , OF RECORD IN DOCUMENTNO. 2007014285 OF SAID OFiCIAL-PUBLIC RCOhDS; AND A PORTION OF THAT CERTAIN 203.137 ACF'(C E TRACT DFSRIBED IN A DEED TO LARED{O, WO, LTD. , OF RECORD 1N DOCUMENT NO, 2007014282 OF SAID OFFICIAL PUBLIC RECORDS; SAID 36.371 ACRES BEING MORE PAR'T'ICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING, at a 1/2 inch iron rod with cap set on the northerly right-of-way l-ne cf ..M. lighway 2243 t80' R.O.W.;, the same being the southerly line of said 53.61 acre tract for the southeasterly Comer hereof, I '= which a TXDOT concrete right vz- way monument found., 40 -feet left Of centerline Station 365+56.60 rears N79°33' 20"E, a distance of 2659.21 feet, and from whiich the northeasterly corner Of Said Key hest irrig-.tlon Survey, bears O 2 approximately N50 Z; E, a distance of 2125 feet; THENCE, S79038"20"Tn, along thio n0rt'rierly 1 Xie Ji said F.M. Highway 1243, t"ie Same being trie Soutr,erly 1i ne of sa d 53.61 acre and hereof, a distance Oz 103. L'0 feet O a 1 ; bon rod v ith cap set for the southwesterly corner hereof, from which a TXDOT concrete right-of-way monument found, 40 -feet lef'� of certerlipe Station 274+82.00 bears S79°30'20"W, a distance of 312.40 feet; THENCE, over and across said 53.61 acre, 314.00 acre, and 330.24 acre tracts, along a portion cf t:e _rregular westerly line 'hereof, the -0o to ling fifty `0} courses ai.d danCes. 1} 1\111\110021'39"W11a l0°21'39", distance of 188.35 feet to a 1/2" iron rod With Cam S t f ' the point of Curvature_ Cf a curve to t iP left _eet a central al�g said carve ha _- u radius of 55250 angle of 16°06'32", an arc length of 155.34 feet and a chord N18 " which bears `4'.a-- a distance Of , •.82 feet to a 1/2 i roil rod w t -h cap set �Cr a pOi_nt Of tangerlC:y; Exhibit B-1 I\T l 7-317 ;HBBj MAY 30, 2007 PAGE 2 OF 113 3) N26028' 10"W, a di Stance of 91. 79 fee t to a 1.j n[! on ro'a with cap set or the point cf curvature of a cu_ve to the left 4) along said curve having a radius of 25.00 feet, a central angle of 890"1`-'2(9", an arc length Of 38.92 feet and a chord which bears N71°03'54"fid, a distance of 35.10 feet to a irol7 rod with Cap set 'or an angle point; 5) N2/`14'19"W, a distance of 65.03 feet t0 a 1/2" iron Loa with aX Set for: the point of curvature of a non-tangL curve tO the left; 6) along said curve having a radius of 25.00 feet, a central angl1 e of 9 11'32, an arc length of 39.79 feet, and a chord which bea'-rs I\1i9 07 I 36".E, a dista.!c.. o� 35.72 fest to a 1,12 iron rod with cap set for a point of tangency; o � f 1 feet too a 1j2„ iron rod i N26 28 i0 b'�', a distance o_ 50.%5 x., with cap set for the point of. curvature of curve t0 the right; h a of 84G.5t feet a cents^al 8) along said curve having rad, angle of 48°40'55", an arc length of 714.14 feet and a chord whch bars N)°07'42"W, distance cf {2.85 feet to a 1/2" ie2 a 6 iron rod with cap set for a pont of reverse curvature; 9) along said=everse curve to the left having a radius Of 25.00 fc"et a Cel"'trcil angle of 7'5'ju"r anctl`.0 lengthOf 34.4 7 feet anC a CClord wh1c'? bears t� 1 7 `1 (' i' "w', a d stance Oi 31 . eU feet to a 1/2"' iron rod with cap set for an angle point; 10) N20040' 4G'"Fr a distance of 66. 59 feet to a 1 i'! i=, rod with cap et for trie O121t. C f curvature Of a non -tangent Curve to the left; 11) a'ong Sala Curve having a radius of 25.00 L; et, a Central angle of 93°19'24", an arc lengt}� of 40.72 feet, and a chord r °_? ?' 1 0E ", a distance of which bears cx � s ::6.37 feet to a 1%2" �-N 7 r � _ iron rod with cap set for a point of reverSe curvature; 12) along said reverse curve to the r_gr?t ha Ing a radius of 840.50 feet, a central angle of 10°38102", an arc length of 155.99 feet and a chord which bears N35°12'29"E, a distance of 155.77 Leet to112" iron rod with cap set for a prn it of tangency; Exhibit 8-1 FN 07-317(HBB) MAY 30, 2007 PAGE 3 OF 13 13) N40031'30"E, a diStancc of 103.66 Leet to a 1/2r1 iron rod with cap set for the point of curvature of a curve to the left; 14) along Said Curve having a radius of 709.50 feet, a c r;tral anCle OS 1� c21' >>9", an arc length oS 20.6 / feet and a chord which bears N32°2G'31"r, a distance of 201.98 feet to iron rod w1t.n. cap set for a point of tangen'c� ; 15} N24009'31'E, a distance of 254.20 feet o a 1%2'r iron rod with cap set for the point of curvature of a curve to ;she left; 16) along said curve having a radius of 552.50 feet, a central angle of 09026'33". an arc length of 91.05 feet and a chord Which bears N1 9°26' 14"E, a d? stance of 9r).95 feet to 1/2" iron rod with cap set for a >olnt of tangency; _"7) N14042'58"F a distance of 46.09 feet to a 1/2" iron rod w_th Cap sit for the point of curvature of a curve to the right; ls} along said curve having a radius of 633.50 feet, a central angle of 20°39' 16", an arc length. of 228.37 feet and a chord whlcn bear's N25°02'36"E, d distance of 227.13 feet to a 1%2rr iron rod with cap set for a point of reverse c''Urvature; i9) along said Curve to the ,.ef, hav=.ng a radl 1 of % O feet, a c 980.5`5411, an are length O' X3.14 feet and a c°en � ral angle of Chord wFi ch bears N ` 4 v3 r 4-'11Wr a dis Ce C'T J 7 . 8 = eet t0 a l/ iron rod vv_tl"' Yap set fo: ani a2ig_e point- iV20) N49042`10 8.g2 cap set for the point or curvature of a non-.angent curve to the left 21) along said. curve having a radius of 25.00 feet, -a Central angle of 76`01' 05", an arc length of 33.1 / feet, and a chord wiCh wears N82`�42'?BnE, a els ante of h 30.79 feet to a 1/2,r iron rod with cap set for a point o'reverse c.rvature; 22) along said reverse Curve tc the right having a radius 0 633.50 feet, a central angle of 13°30'53", an aro _ength of 4x.43 feet and a chord which bears N5i°27'12"E, a dstaice o% 149.08 feet to a /211 i ron rod with cap set for a 'Coin t of reverse curvature; Exhibit B-1 FN 77 MAY 30, 2007 PAGE 4 Or 13 23) along said reverse curve to the left having a radius of 55c,50 feet, a central angle of 5°46112", an arc length Of 55.84 feet and a chord which bears N55°19'33"E, a distance of 55.82 feet to a 1/2" iron rod with cap set for a point f compound curvature; 24; along said compound curve t0 the .Left hav4ng a radius OI 25.00 feet, a central angle of 94°01'42", an arc length of 4i.03 feet and a chord which bears i�05°25'36"E distance of 36.58 feet to a 1/2" Iron rod with cap set rOr an tingle point; 25) N53043'34"E, a distance Of 67.57 feet to a 7-i2" iron rod with cap set for the po1.'7t of curvature Of a non -tangent Curve to the left; 26) along said curve having a radius of 25.00 feet, a central angle Of 73°08'55", an arc length of 31.92 feet, and a chord which bears E%6°s3'CG"E, a dlsta-�Ce Of 29.?9 feet to a 1/2„ iron rod with cap set for a point of compound curvature; e left having a radius of 2 7) along said'.:C;iDOUl"ld curve.:t0 tl"1.. L�_ 554.50 feet, a central angle of 30'/-14'58", an arc length of 297.59 feet and a chord which bears N24°36'03""k adim s�Ea " �un..e of 294.03 feet to a point of tangency; 28) NC19°13'34"E, a distance Of 287.54 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the left; oC) 1z�nq said curve hav_ng ._ rad_us O. 1759.50 Ct, a cen-. al angleof 1 ° 15''00" r an arc lengths. or 345. JS Leet, an a chord which bears NO3°36'01"E, a distance of 344.98 feet to a 1/2" iron rod with cap set for a point of compound curvature; 30) alone said compound curve to the lee having a radius of 25.00 feet, a central angle of 90°36'32", an arc length of 39.54 feet, and a chord which Clears N47°19' 48"W, a .distance of 35.54 feet to a 1/2" iron rod with cap set for an angle poli:ti _ ° 31) N0 07 ' 09"W, a distance of 65.'.' feet to a i /2" i r or, r ,u w th cap ,set for the point of curvature of a non -tangent curve to the 1 -eft; Exhibit B-1 FN 07-:317 (iBB? MAY. 30, 2007 PAGE' 5 0 l3 32} along said curve having a radius of 25.00 feet, a central a. ie Of 93° 2' S5 an crC -engLh of 40.8 feer and a chord n which bears N41°C1164"E 6 a distance of 3.48 feet to a 1;2" iron rod. with CarD set for a point of compound Curfature; 33) along said compound curve to the left having a radius of 1759.50 feet, a central angle of r0°42'39", an arc length of " 328 . 92 feet, and a chord which bears N11'1' ' ' `04"W, a distance of 328.44 feet to a 1/2 .-'I-,on rod wits cap set for aoirit of tangency; 34} N16°32'23"', a distance of 184.88 feet to a /2" iron rod with cap set for the point of curvat, of a curve to the left; 35j along said curve to the left having a radius of 25.00 feet, a central angle of 77°51119", an arc length of 33.97 feet, and a chord which bears N55°28103"W, a distance of 31.42 feet to a 1/2" iron rod with cap set for an angle point; 36} N16°52'35"?n1, a distance of 56.38 feet to a 1/2" iron rod with cap set for the point of curvature of a non tangent curve to the left; 37} along said curve having a radius of 25.00 feet-, a central angle cf 91°00'17" an arc length of 39.71 feet, and a chord J �,� }° distance of 35.66 feet to a I which ,ich burs _ `C 06 19 E, a iron rod with cap set =or a point of reverse Curvature; 38} along said curve to the right hiav?ng a radius of J15.5v feet a cen a_ a:. e f°23` " an arc 1�r1�-I1 Ot 7 570.39 feet and a chord which bears Pv26°18' U5"E, a distance of 541.74 feet to a 1/2" iron rod with cap set for a point of tangency; -, ,, 39) N:58°00'00"E, a distance of 17.07 feet to a i/ iron rod with C'a'd set for tr;e pont of curvature of a Cur -v e to the left.; 40; -long said curve _having a radius of 25.00 feet, a central anq_e O 90000' JG", an arc _erlgtn Gi 9.27 feet gild a CilorG which bears N13°00'00"E, a distance of 35.36 fee o a lit" iron rod wits cap set for a point of tangency; 41) N32000'00"Wr a distance of 376.49 feet to a 1./211 iron rod with cap set for the point. c f. curvature of a curveto the mei tJ T Exhibit B-1 FN 0 7-317 (?-IBB) MAY 301 2007 PIASE 6 017 13 42} along said curve "lavintrcl ng a radius of 25.00 feet, a c angle of 90°06'37", an arc length of 39.32 feet and a chord Weilr �e �. i cars N77'03' 18 " -10 a dist-anceof �5. 39 feet. l,G a i/2 iron rod with cap set for a: angle point; N40°41' 21"w', a distance of 55.62 feet to a li"2" ? non rOu w th a� Set for the point of cu vc—.t of a nOr:-tangent Curve to the left; 44) alG~lg said Curve paving a radius of 25.001 feet, a Central angle of 100°19'44" an arc length of 43.78 feet, and a eland o `�2" a distance Gr X8.39 feet t0 a 12" wr.ic;h ,sears N0 7 43 iron rod with cap set for a point of compound curvature; 45} along said compound curve to the left having a radius of 538.5-0 feet, a central angle of 33°21'58", an arc length of 313.59 feet and a chord which bears N59°07'19"W, a distance CIL 309.18 feet to a 1/2" iron rod with cap set for a point of tangency; 46} N75°48'18"vq, a distance of 378.12 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the _eft; 47 } along said. curve having a radius of 25.00 feet, a central angle of 90000'00", an arc length of 39.27 feet anal a c`lord ;which bears S59° 1' 42"ins, a distance of 35.36 feet to a 1/2" iron rod with eau set for an angle point; c o ' "W - c i n Tod "vdlth 48} N7� 48 18 w, a distance 2 6.00 feet to a 12" rG.. cap Set for the poo' nt of Curvature Of a :toil-tanctent curve to the left; 49} along said curve having a radi-us of 25.00 feet, a central angle of 90000'00" an arc length of 39.27 feet, and a chord wIII ich bears N30°48'18"W a distance of 35.36 feet to a I rod with carp set for a point of tangency; 50) N75 48'18"✓7, a distance of 390.00 feet to 1/_> iron rGG with CaX Set. _,1 he easterly line Of that Certa n 433 acre tract descr_ } _ 1'n the deed to Anne Vii the_ `aE- si1C Gf record in Volume 989, Page 665, of said OSiic_a_ _ub_ic Records, the same being the westerly line of said 3301.24 acre frac., from which a 1/2" iron rod with vellow cap stamped "CS, LTD" found bears S14°11'42"W, a distance of 1252.68 feet; FN 07-317 (:ABB) MAY 30, 2007 PAGE 7 GF 13 Exhibit B-1 THENCE, N14°1142"E, along a portion of the easterly 1_ne of said 433 acre tract, the same being a portion of the westerly ?ine of said 330.24 acre tract, for a portion of the westerly line hereof, a distance of 123.00 feet tc 1/2" iron rod with cap set for t41 Ze northwesterly corner hereof, from which a nail with washer found bears N14 11'42"E, a distance of 851.38 feet THENCE, leaving said 433 acre tract, over and across said 314.`10 acre tract, said 203.137 acre tract and said 330.24 acre tract, along the irregular northerly line hereof, the following eleven (11) courses and distances: 1) S75°48'18"E, a distance of 883.12 feet to a 1./2" iron rod with cap set for the point of curvature of a curve to the right; 2) along said curve having a radius of 661.50 feet, a central angle of 43'48'18", an arc length of 5`05.74 feet and a chord which bears S53°54109"E, a distance of 493.52 feet to a 1/2" iron rod with cap set or a poi fnt of tangency; ^ distance f 4 awe 2" iron rod ,) S32 00 00 E, a distance o 3 ,8. 4 � o a _/ with cap set for the point of curvature of a curve to the left; 4} along said curve having a radius cf 25.00 feet, a central 1 4:�° 0 " r r length of 39.2; feet and a chord ang_e or 9 0 00 , a_ ar which bears S77°00'00"E, a distance of 3 36 eC^t t0 a 1/2" iron rod with cap set for a Point of tangency; .J) N58°00' nt�i"�, a C, IS arice or 820.14 1 eet to a 1/2" irGn rod with cac set fc.,r tIn nt cf curaatur_e cf a curve tc the left; 6) along said curve having a radius of 559.50 feet, a central angle of 38°00'07", an arc length of 371.09 feet, an -d a chord which b�ar's N38°59'56"E, a distance of 364.33 feet to ;`2" iron rod with cap set for a point of tangency; 7) 1\119°59' 53"E, a d i seance cif 690.87 feet to a 1/2" iron rod w4i—'L.7 Cap Set for the po'_ _ior curvature of a curve t4 the right:; 8} along anile said of 77'30''5 curve '17 having an a radi s arc length of 840.50 of :137.12 feet, a feet, central and a chord which bears 1\158 0 45'21"E, a distance of 102.36 feet to n a 1 /12" iron rod' wit .n Cao set for a pc�nt of tangen%.y; FN 0 7-317 (HBB) MAY 30, 2007 PAGE 8 OF 13 Exhibit B-1 Uj S82°29'10"E a distance of 308.68 feet to a 1/2" icor_ rod J with cap set for the point of curvature of a curve to the left; 10} along said curve having a raarus o.1�9.Q reet, a central angle of 29°38'13", an arc length of 289.411e and a chord which bears N82°41' 43"E, a distance of 28e:. i9 feet to a 1/2" iron rod with cap set fcr a point of tangency; N67°52'37"E a distance of 050.87 feet to a "1/2" iron rod 1.1) , with cap set for the northeasterly corner hereof, from which a 1,/2" iron pipe found for the northwesterly corner of said 203.137 acre tract, bears 1\144'32' 58"W, a distance of 1774.09 fee THENCE, over and across said 53.61 acre, 203.137 acre, 314.00 acre, and -330.24 acre tracts, along the irregular easterly line hereof, the following fifty one (51.) courses and distances: 1) S22°07'23"E, a distance of 126.00 feet to a 1/'2" iro_ rod with cap set for an angle point hereof, from which a 1/2" iron rod found with cap for the southeasterly corner of said 203.137 acre tract bears S34°42'59"E, a distance of 805.06 feet; 2) S67c52'37"W, a distance of 535.80 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the right; 3� along said curve having (a- radius of 640.50 feet, a central angle of 25°42'57", an arc length of 287.47 feet, a chord which Dears 580044' 05"4'V, a distance of 285.07 'Feet to a 1r iron .rod with cap set for a point of tangency; 4) N86024'26"W, a distance of 401.76 feet to a 1/? --on rodu with cap set for the point of curvature of a curve to the 5) aion_g said curve having a radius of 659.50 feet, a central angle of 77°23'48" an arc length of 890.87 feet, a chord hi ch bears S54°53'40"W, a distance of 824.67 feet to a 1/2" iron rod with cap set for Ca point of tangency; 6) S16°11'^6"W, a distance of 22.87 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the left; Exhibit B-1 N 07-317 (HB -B)' MAY 30, 2007 ?AGE 9 OF i3 7) along said curve having a radius of 25.00 feet, a centra- Cap set for the point of cur afore of a r.on-tangent cur 7e to angle of 81008'19", an arc length of 35.40 feet, a chord 9) which bears S24°22'24"E a distance of 32.52 feet to a 1/2" arc length off 43.14 fee a chord which bears S65 °37'36"W, a distance of 37.98 feet to a 11211 iron rod with cap set .or an angle Point; iron rod with cap set for a point of tangency; 10) S16011'46"W, a distance 8) S09038113"W, a distance of 67.43 feet to a 1/2" iron rod with Cap set for the point of cur afore of a r.on-tangent cur 7e to the _eft; 9) along sa-_d curve having a radius of 25.00 feet, central angle of 98°51'41", an arc length off 43.14 fee a chord which bears S65 °37'36"W, a distance of 37.98 feet to a 11211 iron rod with cap set for a point of tangency; 10) S16011'46"W, a distance of 41,06 feet to a 1/2" iron. rod with cap set for the point of curvature of a curve to the right; 11; along said curve having a radius of 640.50 feet, a central angle of 41°48'14", an arc length of 467.32 feet, a chord which bears S37°05'53"W, a distance of 457.02 feet to a 1/2" -iron rod with cap set for a point of tangency; 12) x58"00'00"W, a distance of 282.92 feet to a 1/2" iron rod with: cap set for the point of curvature of a curve to the left; 13; along said curve having a radius of 25.00 feet, a central angle of 90°00'007t, an arc length of 39.27 feet and a chord Which bears S13 °00'00"W, a distance of 35.36 feet to a 1/2" iron rod `vJ1t."t cap set for an angle p0?nt; 14) X58000'00"W, a distance of 55.00 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent curve to the left.- eft;15) 1-5) along said curve having a radius of 25.00 feet, a central angle of 90000,00"r an arc length of 39.27 feet, ani a chord which bears N77°00'00"W, a distance of 35.36 feet to a 1/2" iron red with cap set for a point of tangency; -it 6) S58000'00"W, a distance of 545.00 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the 1eft; rN 07- 317 ,HBB' MAY 30, 2007 PAGE 10 OF 13 Exhibit B-1 17} along said curve having a radius of 25.00 feet, a central angle of 90°00100", an arc length of 39.27 feet and a chord which :sears S13°00100"W, a distance of 35.36 feet to a lJ2" _roil _od with cap set for an angle point, 18) S51016133"W, a distance of 65.45 feet to a 1/2" iron rod wit' cap set for the point of curvature of a non -tangent curve to r the legit; L) along said curve having a radius. of 25.00 feet, a central angle of 99'46'42", an arc length of 43.54 feet, and a chord which bear c N8i053'21"W, a distance of 38.24 feet to a 1/2„ iron rod with cap set for a pont of compound curvature; 20) along said compound curve to the left having a radius of 552.50 feet, a -central angle of 69°45'41", an arc length of 672.71 feet and a chord which bears S13°20'27"W, a distance of 631.92 feet to a 1/2" iron rod with cap set for a point of tangency; 21) S21032'23"E, a distance of 137.89 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the r ght; 22) along said curve having a radius of 633.50 feet, a central anc_:le of 23044'50", an arc length of 262.57 feet and a chord which bears S09°39'58"E, a distance of 260.69 feet to a 1/2" iron rod with cap set for a point of reverse curvature; 23) along said reverse curve to the left harinq a radius of 25.00 feet, a cE;:?t al angle of 85°:37'16", an rc length of 37.36 feet and a chord which bears S40°36'11"E, a distance of 33.98 feet to a 1/2" iron rod with cap set for an angle point; 24) S06°55'46"W, a distance of 64.84 feet to a 1/^" iron rod wi r: cap set for the point of curvature of a no_: -tangent curve to the left; 25) along said curve having a "a,'us of 25.00 feet, a central angle o 8 7 °1 !' u'O", an arc enc''.h of H. 08 feet, and a cnor S which bears S52052'04"W, a d " istance of 34.51 feet to a 1/2 iron rod with cap set for a point of tangency; 26) SO?°13'34'TVV a distance of 72.6.43 feet to a -i2" iron rod with cap set for the point.- of curvature of a cu!-ve to the riO:nt; Exhibit B-1 FN 07-317 (HBB'I MAY 30, 2007 F'AG 1' 07 13 27j along said curve having a radius of 633.50 fee -t, a central ang_e of 28 34' 40", an arc length o f 315. 98 feet and a chord which nears S23°30' 55"W, a distance of 312.71 feet to a iron rod with cap set for a point of reverse curvature- 28; along said reverse curve to the left :riav ing a radius Of 25.00 feet., a central angle Of 81°54'26", an arc length of 35.74 feet and a chord which bears S03°08'58"E, a distance or 32.!7 feet t0 a 1./2" iron _rod with cap set at an angle point; 29/1 S40008'09"W, a distance of 65.33 feet to a 1/2" iron rod with cap set for -.he point of curvature of a non -tangent curve to the left; 30 -ti along said curve paving a radius of 25.00 feet, a central angle of 90°00' 00'", an arc length of 39.27 feet, and a chord which 'bears N89°06'12"W, a distance of 35.36 feet to a 1/2" iron rod with cap sets for a point of tangency; 38 S45°53'48 "W, a distance O,f 279.96 fee to a 1/2" iron rod with cap set for the point of curvature Of a curve to the of ; 32; along said curve having a radius of 552.50 feet, a central ang�_e of 21°44'17", an arc length Of 209.62 feet and a chord ° F -, 2 , w'rnich bears 535 01' 4011W a distance o� 208. 3 Cep �o 1/ � t for a point of tangency; iron rd with cap se 33} S24°U9' 31"Wr a distance cUf 356.31 feet to a l/2r' iron rod with cap Set for a pOi17t Oi curvat re Of a curt/"e t0 the lest; 3 a Ong said curve having a radius e 552 . 5G feet a ceaitral angle of 07°33'50", an arc length of 72.94 feet and a chord which bears S20°22'36"W, a distance Of 72.88 feet to a 1/2" iron rod with cap set for a point of tangency; 3�t �iU° 5' 41 YIW a Oi sty nCe Of 1b / . 19 feet to a /2rr ron rod Wit..' Gap Set for the poi nt Of Curvytiure Of a curve tc the rrg'In t; ,, n curve having a radius of 4 94 5C fee a ce;.tral 36 alo_ g sai angle of 09°4i'58" an arc length of 83.71 feet and a chord which bears S21°26'40"W, a distance of 83,61 feet to a 112 11 iron rod with cap set for a point of reverse curvature; Exhibit B-1 FN 07-317 ( B ) MAY 30, 2007 PiiV FJ 12 OF 13 a d r eve P r„_ ; erg having a radius of 25. 00 3 %) a1 ong s..��,� _ et ._ Cu to he � L � ��. feet, a central angle cf 8l°19`05", an arc length Of 35.48 feet and a. chord wh`` ' ch bearSl4 ° "_' �"F; a Cil stance of 32.58 feet to a 1/2" -iron rod with cap set for an angle point; 38) S30°57'36"W, a distance of 65.15 feet to a ij2" iron rod with cap for the point of curvature of a non -tangent curve to the heft; 39) along said curve having a radius of 25.00 feet, a central angle of 85043156"f an arc length of 37141 feet, and a chord which bears S81°52`45"W, a distance Of 34.01 feet to a 1/2" iron rod with cap set for a point of reverse curvature; 40) along said reverse curve to the right having a radius of 494.50 feet, a central angle of 03°28'28", an arc length of 29.99 feet and a chord wrich bears S40045'01"W, a distance of 29.98 feet tO a 1/2" Trot: rod with cap set for a point of tangency; 41) S42029125"W, a distance of 81.68 feet tO a 1/2" iron rod with calf set for the point of curvature Of a curve to the left; 4along said curve having a radius i 434.50 feet, a cent.. al 2} ang1 of 82044' r", n I r,g+h Of 627.40 Teet and Ca Criord 0J a a tee., whi ch beats SO 1 ' 07 `l_ "SJd, a (distance of 574 .30 feet to a 1!2" i r on rod wltn Cap se'. for a point of tangency; 43} S40°14'451TE, a distance of 81.51 feet to a 1/2" iron rod w_t cap set for the point of curvature of a curve to the rialt; 4, 4 1) c _ ontg Sala curve having a a _US O 4 94.50 feet, a C'eittrd.l an gie Of it 05' 45", an arc length of 95.76 reet and a chord u4°41'S2"E, a distance of 95.61 feet tO a 1/2 if which bears �U iron rod with cap set for a point of reverse curvature; 45) along Sala reverSe Curve to the `ett riaving a radius of 25.00 feet, a entral ang__e of F'°46'2v", an are length of J3.50 Beet tinct a chord whic1h bears 567032' 1L"E, a distance of 31.05 Tee: to a ! i " roil rod WiL? Gap SeL Tor till n'1e' p'o1nt; 4V^SGn9°4ur,+" r 91.21 feet to a 1/2" iron rod with ; it"E, a dlseance o Cap set for the pO =Tit Of curvatLlre Of a lion -tangent Curve to the left; FN 07-317 121B3) MAY 30, 2007 PAGE 13 OF 13 Exhibit B-1 47) along said curve having a radius of 25.Q0 feet, a central angle Of 83°51' 40", an arc length of 3.8.7/71 feet, and a chord 2 " which bears S30 51'17"W, a distance of 35.00 feet �o a 1i� iron rod with cap set for a point of reverse curvature; 4 8) a Lona said reverse arse curve to the r lght hCL ing a radius of 494.50 feet, a central angle of 15'12'37", an arc length of 131.27 feet and a chord which bears S05058'15"E, a distance of 130.89 feet to a 1/2" iron rod with cap set for a point of tangency; 49} S01038'04"W, a distance of 95.02 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the left; 5 } along said curve having a radius of 552.50 feet, a central angle of 11°59'42", an arc length of 115.67 feet and a chord which bears S04021'47 "E. a distance of 115.46 feet to a 112" iron rod with cap set for a point of tangency; 5i} S10°21'39 a distance of 126.00 feet to the POINT OF BEGINNING, and containing an area of 36.371 acres of land (1,584,309 square feet', more or less, within these metes and bounds. BEARING BASIS: THE COORDINATE SYSTEM, SOLUTION UST NG CORS BASIS NAD83 STATIONS OF {96} BEARINGS CENTRAL DF53701 FOR TMS ZONE, AF9638, SURVEY ESTABLISHED DE5999, IS THE `?'EXAS BY 'N'GS DF4062, OPUS & r DESy9,. GROUND BY BURY A-PARTN ERS, INC . DULY, 2006. THIS DESCRIPTION"�S I, MARK A. ZIENTEK, A REGISTERED HEREBY S`.'ATE THAT THIS DESCRIPTION HE GROUND BY BURY A-PARTN ERS, INC . DULY, 2006. THIS DESCRIPTION"�S LAT BURY & PARTNERS, TNC. ENGII�]tTEi�.ING—SOLU'='i01]S 1 1ltti r?� r'1.T r L:� Go�ES� SIXTH S RUST lig?, TEXAS '7870]. PROFESSIONAL LAND SURVEYOR, DO T' B ' 5 11E J �S BABASEDr�F�ON . T+ � Sr R��7� MADE 01414 TURING THE MONTHS OF ARP.TL — 'REPAR.ED 'TO ACCOMPANY A FINAL MARK A. ZIE1\91EK, R. P. L. S. NO, 5683 STATE OF TEXAS Q — £j a.4YEy¢.4.6II F'[ e V V L L. C'i 09 (1gfihK a Zl�f'vtl cK, •� ca.abe ®ea4.¢e�• t``•q� 583 �e¢`..4 48.191 ACRES ABG DEVELOPMENT WATER OAKS PHASE 2 Exhibit B-1 DESCRIPTION FN. NO. 07-351(,HBB) JUNE 12, 2007 BPI JOB NO. 1640-12 OF 48.191 ACRES OF LAND OUT OF' THE I.& G.N. R.R. SURVEY, ABSTRACT NO. 744; THE J.D. JOHNS SURVEY, ABSTRACT NO. 365; AND THE W.E. PATE SURVEY, ABSTRACT NO. 836; SITUATED IN WILLIAMSON COUNTY, TEXAS; BEING A PORTION OF THAT CERTAIN 330.24 ACRE TRACT DESCRIBED IN A DEED TO LAREDO WO, LTD., OF RECORD IN DOCUMENT NO, 2007014285 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; SAID 48.191 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING, at a 1/2" iron rod with cap set in the easterly line of that certain 433 acre tract described in the deed to Anne Vinther Patience, of record in Volume 989, Page 665, of said Official Public Records, the same being the westerly line of said 330.24 acre tract, for the northwesterly corner hereof, from which the northwesterly corner of said 330.24 acre tract bears N14°11'42"E, a distance of 1078.21 feet and also from which the northeasterly corner of said W.E. Pate Survey bears approximately N59027'E, a distance of 1705 feet; THENCE, leaving said 433 acre tract, over and across said 330.24 acre tract, along the irregular northerly line hereof, the following twenty-two (22) courses and distances: 1) S75048'18"E, a distance of 125.04 feet to a 1/2" iron rod with cap set for an angle point; 2) N26021'04"E, cap a set at the distance of 56.85 feet point of curvature of to a 1/2" iron rod with a non -tangent curve to the central angle which left; an arc a length of 50.38 distance of 3) along said curve having a radius of 50.00 feet, a central angle which of 57°43'45", bears N87°29'12"E, an arc a length of 50.38 distance of feet, and 48.27 feet to a chord a 1/2" iron rod with cap set at a point of reverse curvature; 4) along 25.00 19.88 19.36 said feet, feet feet reverse curve a central and a chord to a 1/2" iron to the right angle of 45°34123", which bears N81°24'31"E, rod with cap having an set for a radius arc length a distance the point of of of of tangency; FN DUNE 07-351 (HBB) 121 2007 central PAGE of 90°00'00", an arc bears S30°48'18"E, a 2 OF 9 Exhibit B-1 5) 575048'18"E, a distance of 198.94 feet to a 1/2" iron rod with cap set at the point of curvature of a curve to the right; 6) along said curve having a radius of 15.00 feet, a central angle which of 90°00'00", an arc bears S30°48'18"E, a length of 23.56 feet and distance of 21.21 feet to a chord a 112" iron rod with cap set for an angle point; non -tangent curve to, 7) S75048118"E, said curve having a radius of of 90000'00", an arc length of 23.56 bears N59°11'42"E, a distance of a distance of 65.00 feet to a 112" iron rod with cap set for the point of curvature of a non -tangent curve to the right; point; non -tangent curve to, 8) along angle which said curve having a radius of of 90000'00", an arc length of 23.56 bears N59°11'42"E, a distance of 15.00 feet, a feet, and 21.21 feet to central a chord a 1./2" iron rod with cap set for the point of tangency; set 9) S75048118"E, a distance of 110.00 feet to a 1/2" iron rod with cap set for an angle point; non -tangent curve to, 10) S14011'42"W, a distance of 78.93 feet to a 1/2" iron rod with cap set; 11) S060211291tW, a distance of 203.79 feet to a 1/2" iron rod with cap set; 12) 502048'07"E, a distance of 135.94 fee. to a 112" iron rod with cap set; 13) S10016142"E, a distance of 135.94 feet to a 1/2" iron rod with cap set; 14) S20015'36"E, a distance of 76.47 feet to a 1/2" iron rod with cap set for an angle point; 15) S69044'24"W, a distance of 115.01 feet to a 1/2" iron rod with cap set for an angle point; 16) S19°27'20"E, a distance of 55.01 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent curve to, the left; FN 07-351(HBB) JUNE 12, 2007 PAGE 3 OF 9 Exhibit B-1 17) along said curve having a radius of 15.00 feet, a central angle of 90°58'45", an ar*c length of 23.82 feet, and a chord which bears S24°15"02"W, a distance of 21.39 feet to a 112" iron rod with cap set to the point of tangency; 18) S21°14'21"E, a distance of 104.76 feet to a 1/2" iron rod with cap set for an angle point; 19) N69°44'24"E, a distance of 265.44 feet to a 1/2" iron rod with cap set; 20) N75028'58"E, a distance of 118.52 feet to a 1/2" iron rod with cap set; 21) N77006'31"E, a distance of 118.41 feet to a 1/2 iron rod with cap set; 22) N80006'27"E, a distance of 335.08 feet to a 1/2" iron rod radius of length of distance 1759,50 feet, a central 328.92 feet and a chord of 328.44 feet to a 1/2" iron rod with cap set for a point of with cap set for the northeasterly corner hereof, from which a 1/2" iron pipe found for an angle point of said 330.24 acre tract and for the northwesterly corner of that certain 44.314 acre tract described in a deed to Laredo WO, Ltd., of record in Document No. 2007014282 of said Official Public Records bears N72047'01"E, a distance of 651.95 feet; THENCE, over and across said 330.24 acre tract along the easterly line hereof, the following fifteen (15) courses 'and distances: 1) S16032'23"E, a distance of 97.98 feet to a 1/2" iron rod with cap set at the point of curvature of a curve to the right; 2) along angle which said curve having a of 10°42'39", an arc bears S11°11'04"E, a radius of length of distance 1759,50 feet, a central 328.92 feet and a chord of 328.44 feet to a 1/2" iron rod with cap set for a point of compound curvature; 3) along said compound curve to the right having a radius of 25.00 feet, a central angle of 93°42'55", an arc length of 40.89 feet and a chord which bears S41°01'44"W, a distance of 36.48 feet to a 1/2" iron rod with cap set for an angle boint; FN 07-351(HBB) JUNE 12, 2007 PAGE 4 OF 9 Exhibit B-1 4) S05007'09"E, a distance of 65.15 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent curve to the right; 5} along said curve having a radius of 25.00 feet, a central angle of 90036'32", an arc length of 39.54 feet and a chord which bears S47°19'48"E, a distance of 35.54 feet to a 1/2" iron rod with cap set for a point of compound curvature; 6) along said compound curve to the right having a radius of 1759.50 feet, a central angle of 11°15'06", an arc length of 345.53 feet and a chord which bears S03°36'01"W, a distance of 344.98 feet to a 112" iron rod with cap set for the point of tangency; 7) S09°13'34"W, a distance of 287.54 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the right; 8) along said curve having a radius of 554.50 feet, a central angle of 30'44'58", an arc length of 297.59 feet and a chord which bears S24°36' 03"W, a distance of 294.03 feet to a 1/2" iron rod with cap set for a point of compound curvature; 9) along said compound curve to the right having a radius of 25.00 feet, a central angle of 73°08155", an arc length of 3"1.92 feet and a chord which bears S76°33'00"W, a distance of 29.79 feet to a 1/2" iron rod with cap set for an angle point; 10) S53043134"W, a distance of 67.57 feet to a 112" iron rod with cap set at the point of curvature of a non -tangent curve to the right; 11) along said curve having a radius of 25.00 feet, a central angle of 94"01.'42"r an arc length of 41.03 feet and a chord which bears S05°25'36"W, a distance of 36.58 feet to a 112" iron rod with cap set at a point of compound curvature; 12) along said compound curve to the right having a radius of 554.50 feet, a central angle of 05°46'12", an arc length of 55.84 feet and a chord which bears S55°19'33"W, a distance of 55.82 feet to a 1/2" iron rod with cap set for a point of reverse curvature;. FN 07-351(HBB) JUNE 12, 2007 PAGE 5 OF 9 Exhibit B-1 13) along said reverse curve to the left having a radius of 633.50 feet, a central angle of 13030'53", an arc length of 149.43 feet and a chord which bears S51°27'12"W, a distance of 149.08 feet to a 1/2" iron rod with cap set for a point of reverse curvature; 14) along said reverse curve to the right having a radius of 25.00 feet, a central angle of 76'01'05",an arc length of 33.17 feet and a chord which bears S82042'18"W, a distance of 30.79 feet to a 1/2" iron rod with cap set; 15; S49042' cap 10"W, set a distance at the point of of 58.92 feet to a 1/2" iron rod with curvature of a non -tangent curve to the iron acre left for the southerly rod with cap found tract bears S03°5248"W, for corner hereof, from which a 1/2" the southwesterly of said 330.24 a distance of 2411.50 feet; THENCE, over and across said 330,24 acre tract, along the southerly line hereof, the following three (3) courses and distances: 1) along said non -tangent curve to the left 'raving a radius of 272.50 feet, a central angle of 36°10'15", an arc length of 172.03 feet and a chord which bears N81°34'47"W, a distance of 169.19 feet to a 1/2" iron rod with cap set for the point of tangency; 2) S83013'13"W, a distance of 49.66 feet to a 1/2" iron rod with cap set for an angle point; 3 J S80020' 05"W, a distance of 155.74 feet to a 1/2" iron rod with cap found in the irregular easterly line of that certain 84.07 acre tract described in a deed to GBM Partners, of record in Document No. 2007032272 of said Official public Records, for the southwesterly corner hereof; THENCE, along the irregular easterly line of said 84.07 acre tract, the same being a portion of the irregular westerly line of said 330.24 acres, for a portion of the irregular westerly line hereof, the following nine (9) courses and distances: 1) N09039'55"W, a distance of 50.00 feet to a 1/2" iron rod with cap found for an angle point; rN 07-351(HBB) JUNE 12, 2007 PAGE 6 OF 9 Exhibit B-1 2; N80020'05"E, a distance of 155.74 feet to a 1/2" iron rod with ca -o found for an angle point; 3) N21°06'31"W, a distance of 186.44 feet to a 1/2" iron rod with cap found; 4) N30°29'37"W, a distance of 233.35 feet to a 1/2" iron rod with cap found; 5) N23041'11"W, a distance of 528.84 feet to a 1/2" iron rod with cap found for an angle point; 6; S66044'24"W, a distance of 125.00 feet to a 1/2" iron rod with cap found for an angle point; 7) N23°41'11"W, a distance of 409.01 feet to a 1/2" iron rod with cap found for.an angle point; 8) N68045'39"E, a distance of 108.54 feet to a 1/2" iron rod with cap found for an angle point; 9) N21014121"W, with a cap found distance of 714.47 in the easterly feet to a line of said 1/2" iron 433 acre tract rod for the northeasterly corner of said 84.07 acre tract and for an angle point in the irregular westerly line of said 330.24 acre tract and hereof, FN 07-351 (HBB) JUNE 12, 2007 PAGE 7 OF 9 Exhibit B-1 THENCE, N1401142"E, along a said 433 acre tract, the same westerly line of said 330.24 irregular westerly line POINT OF BEGINNING, ani land, (2,099,216 square and bounds. BEARING BASIS. THE BASIS TEXAS COORDINATE SYSTEM,, NGS OPUS SOLUTION USING DF40621 & DE5999. portion of the easterly line of being a portion of the irregular acre tract, for a portion of the hereof, a distance of 430.61 feet to the containing an area of 48.191 acres of feet), more or less, within these metes OF BEARINGS FOR THIS SURVEY IS THE NAD83(96) CENTRAL ZONE, ESTABLISHED BY CORS STATIONS DF5370, AF9638, DE5999, I. MARK A. ZIENTEK, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY STATE THAT THIS DESCRIPTION IS BASED ON A SURVEY MADE ON THE GROUND BY BURY+PARTNERS, INC, DURING THE MONTHS OF APRIL - JULY, 2006" THIS DESCRIPTION WAS PREPARED TO ACCOMPANY A FINAL PLAT. BURY & PARTNERS, INC. ENGINEERING-SO.UTIONS 211 WEST SIXTH STREET, SUITE 600 AUSTIN, TEXAS 7870^ MARK A. ZIENTEK R.P.LS, NO, 5683 STATE OF TEXAS ANNE VOL NORTHWESTERLY CORNER Exhibit B-1 OF LAREDO W0, LTD. APPROXIMATE 330.24 AC. (DOC #2007014285)' NORTHEASTERLY CORNER BEARS N14'11 '42'E 1078.211 OF W E. PA TE SUR BEY BEARS N59 27'E 1705" .visa c rC 4 VINTHER PATIENCE TRACT ' 3' 989, PG. 665 0 200 400 600 800 1 "-400' 3 L:5 r L12 C5 11 \ Ar, BEARING BASIS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE TEXAS COORDINATE SYSTEM, NAD83(96) CENTRAL ZONE, ESTABLISHED BY NGS OPUS SOLUTION USING CORS STATIONS DF5370, AF9638, DE5999, DF4062, & DE5999 1 48.191 ACRES 2,099,216 SQ.FT LEGEND ' f 0 1/2" IRON ROD FOUND O 1/2" IRON RDD SET \ \\\ \ P.O.B. POINT OF BEGINNING i� GBM PARTNER5�L26-\ (3 .07 ACJ \DOC. \ILIO. 2007032272 ,41, 1/2" IRON PIPE FOUND FOR NORTH WESTERL Y CORNER OF LAREDO WO, LTD, 44.314 AC. (DOC #2007074282) »C L17 LARE�pO WO, LTD. (33 _24 AC.) DOC. INO\ 2007014233 J C16 G \ _24 C16 1 C11 C12 C13 / �\ `` `` L23 L22 \ SOUTHWESTERL Y CORNER OF LAREDO WO, LTD. 330.24 AC. (DOC #2007014285) BEARS S03 52'48" W 2411.50' \ 95 :,C7 /C8 m OF Th` a� 9 a CMO as 9. G{ bM11RK' Zil. NTaEK �. cY 5688 o ,to P SKETCH TO ACCOMPANY DESCRIPTION + Came s OF 48.191 ACRES OF LAND OUT OF THE 1. & G.N. R.R. SURVEY, ENGINEERING SOLUTIONS ABSTRACT NO. 744; THE J.R. JOHNS SURVEY, ABSTRACT NO. 365; ABIG 221 West Sixth Street, Suite 600 AND THE W.E. PATE SURVEY, ABSTRACT NO. 836; SITUATED IN DEVELOPMENT WILUAMSON COUNTY, TEXAS; BEING A PORTION OF THAT CERTAIN Austin, Texas 78701 330.24 ACRE TRACT DESCRIBED IN A DEED TO LAREDO WO, LTD., OF Tet. (512)328-0011 Fax (512)3z0-0325 RECORD IN DOCUMENT N0, 2007014285 OF SAID OFFICIAL PUBLIC B ry+Partners, Inc. ®Copyright 2007 RECORDS OF WIUJAMSONCOUNTY, TEXAS. SHEET 8 OF 9 DATE: O6 j12 f 07 FILE: H \164012EX2.6wg FN No.: FN07-351 HBB DRAWN BY: HBB PROJ, No: 1640-12 Ll N €xhlh�4 E NO. BEARING DISTANCE L1 S75'48'1 8"E 125.04' L2 N26'21'04"E 56.85' L3 S75'48'18"E 198.94' L4 S75'48'18"E 65.00' L5 S75048'1 8"E 1 110.00' L6 S14*11142"W 78.93' L7 S06'21129"W 203.79' L8 S02648107"E 135.94' L9 S10`16'42"E 135.94' L10 S20'15'36"E 76.47' L11 S69'44'24"W 115.01' L12 S19'27'20" E 1 55.01' L13 S21'14'21 "E 104.76' L14 N69'44'24"E 265.44' L15 N75'28'58"E 118.52' L16 1\177'OC31 "E 118.41' L17 N80'0C27"E 335.08' L18 S16'32'23"E 97.98' L19 S05'071097'E 65.15' L20 509'13'34"W 287.54' L21 S53°43134"W 67.57' L22 S49'42'10"W 58.92' L23 S83'13'13"W 49.66° L24 S80"20`05"W 155.74' L25 NO9'39'55"W 50.00' 25.00` L26 N80'20'05"E 155.74' L27 N21'06'31 "W 186.44' L28 N30'29'37"W 233.35' L29 N23'41'1I "W 528.84' L30 S66'44'24"W 125.00' L31 N23'41'11"W 409.01' L32 N68'45'39"E 108.54" L33 N21914'21"W 1 714.47' L34 I N14'11'42"E 1 430.61° CH Tcri'r'e�'l.., t_ L . 114:.ao a o.• a a.., w.a o 0 v un MARI` A. Z-s`Ei3 E.K: ;; CURVE TABLE NO. DELTA RADIUS ARC CHORD CHORD BEARING C1 57'43'45" 50.00' 50.38' 48.27 N87'29'12"E C2 45'34'23" 25.00' 19.88' 19.36' N81'24'31 "E C3 90000300" 15.00' 23.56' 21.21' S30148'18"E C4 90000'00" 15.00' 23.56' 21.24' N5941 1'42"E C5 90'58'45" 15.00' 23.82' 21.39' S24'15'02"W C6 10'42'39" 1759:50' 328.92' 328.44' S11 *11 J04"E C7 93'42"55" 25.00' 40.89' 36.48' S41 001'44"W G8 90'36332" 25.00' 39.54' 35.54' S'47'19'48"E C9 11'15`06" 1759.50' 345.53' 344.98' S03'36'01 "W C10 30'44'58" 554.50` 297.59' 294.03' S24"36'03"W C11 73'08'55" 25.00' 31.92'1 29.79' S76033'00"W C12 94'01°42" 25.00` 41.03' 36.58' S05'25'36"W C13 5'46'12" 554.50` 55.84' 55.82' S5519133"W C14 13'30'53" 633.50' 149.43' 149.08' S51927'1 2"W C15 76'01'05" 25.00' 33.17' 30.79' S82042'18"W C16 36'10'15" 272.50' 172.03' 169:19` N81 '34'47"W i�. g r� ¢ p p c SKETCH TO ACCOMPANY DESCRIPTION + i ei.3 ers OF 48.191 ACRES OF LAND OUT OF THE 1. & G.N. R.R. SURVEY, ENGINEERINGSOLUTIONS ABSTRACT NO. 744; THE J.Q. JOHNS SURVEY, .ABSTRACT NO. 365;ABG WW 221 Kest Sixth Street, Suite 800 AND THE W.E. PATE SURVEY, ABSTRACT NO. 836• SITUATED INDEVELOPMENT I �usEin, Tens 78701 AMSON COUNTY, TEXAS; BEING A PORTION OF THAT CERTAIN i 330.24 ACRE TRACT DESCRIBED IN A DEED TO LAREDO WO, LTD„ OF Tel. (512)328-0011 Fax (512)328-0325 RECORD IN DOCUMENT NO, 2007014285 OF SAID OFFICIAL PUBLIC Bury+Partners, Inc.00opyright 2007 RECORDS OF WILLIAMSON COUNTY, TEXAS. SHEET g OF 9 DATE: O6j12/07 FILE: H:\164012EX2.dwg FN No.: FN 7- DRAWN 3Y: HBB PROJ. No: 1640-12 t1. X492 ARE WATER CTAT UTILITY EASEMENT DESCRIPTION I1'I3_Ii3I"lT i FN. NO, +�+,,yyyy� pry1��((1•-•-qp[407 (1�(' D)BpI JOB NO, R010139'9~003 DKCE C?L' O. 992 ACRE OF LAND Ot `i' OF Ti3Fa KEY WEST I RTIRIG11TION CO. SURVEY, ABSIIRAC'T, NO. 1 1.1.t STT0Ar.rvZD IN t IL -I TAMSON COUNTY, '1E ASt BEING A PORTION OF 'ITHA`29 CERTAIN la -TOOT UTILITY EA 382MENT GRANTED TO THF CITY OF GFibRGET'OWN, BY TNSTRUMr41NT OF RECORD IN DOCUMENT C), 19996854-7t OF T!iF. 1lt`TC IAL RECORDS Cy` W.T.LLIAMSON COUNTY, TEXAS, AND BEING OUT OF THE 1,f'1(jL aOjejTNG `r RAC T5: `J,'fiAT CERTAIN 3:30 24 ACRE TRACT CrOi YED TO L REDO INOt LT t , BY DEF -1) OF RECORD IN DOCUMENT NOxUt)"1U:1.42R5F OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AND THAT CERTAIN 6,190 N'AC'RE TRACT CONVEYED `1' LARE00 N101 LTD., BY 1929 OF RECOR.i) TN DOCUMENT N04 2009022803t OF' SAID OFFICIAL PURT4TC: RECORDS;? SAT. 3 0.9-92 ACRE TRACT BEING MORE PARTICrOLARLY DESCRIBED BY METES AND I3 UNDS AS F'f LLOV19. commmciNG, at a 1/2 J -n h iron reed lej i.t h cap set: on the northex—i y right,--of-way ilne of F"vM2243 e8of i�.C).�ty, } { b inn. trhe southerly line of that cer+ai:, 53.61" aacrc tract: cx.,)nvelve-t to Thomas E. Drei»,-,rjµata T by Deed of t;e ccerd `ji DO(nrrclentw Ne.). 2006006 <39, of said Cl is i:al PublicRec Records, also f elaq the, sout.hwp� 5t erly darner- of said fi , 1-90 acre t acr' THENCE, �2�I3� �aat1�`F , leaving staid northerly r.z,jlz't..H.of--wel;y llrl , ,long the remaindcnr of sa i 53 ,. �1. �aU �� tract, being the tnTe ��:vR�'A y line~o1 said 6.190 acre tract, a di tatiop of 25.66 feet to calculated polntY on the southerly line of ,,aid utility Easement of record, fox the PCT" OF BEGINNIEG and southwesterly corner hereof; I I T NCZ? N28'25` 04" ,r along the, east=pr.1,y line of the _. of Bald 5, 61 rerEi,3in er _3 acre tsrr,-w.Ft, being the westerly Lir7:c§ of Said 6,190 acre tract., cyver and ac{ -o s said Util.j..t,y Easement of reco,rc3, for the westerly tine iiereof, a distance c1 19.24 .feel to a calculatedpoint- on the northerly line cit" %ai.d Ut-1.1_1t.y Easement of record, for the northwesterly corn-�r ho re of; a FN 11-407(ACD) Dil!",.CFMB R 5, 2011 PAGE 2 OF 3 THENCE, leaving the acre trait, over 330.24 acre tract, Faak eiiwmt of record, easterly line of the re�mai.nder of said 5u3.61 - and across said 6.1.90 acre tract and said along the no?:ther.y line ::)f said Utility for the rio s_her l.y line hereoff the following two { 2 ) cou,rsega and distances c <:)u 'ses an til N7 ":38f 2i1„ �, a distance of 2816.,51 teeL to acalculated 1)0.lLnt at the beginning of a Ion -tangent: curve to the left; 2) Along said curve, having a radius of 5654.58 fee , a central angle of 00"3414W', an arc; lengg -h of :7.22 f:e et , and a: chord which hears Z\!79°20157'L, a d at:.anc:e of 57.22 feet to a calculated pont on 'the easterly line of said 330.24 ac -.re{ tract, being tit.e westerly line of .Ll7 iA c e. -i ta.in 76A0 acre tract conveyed to George. Winston Patibion, b Deed of r cora in Document No. 2005101511_, oaf said f_fi ficial PuAb.lic Records, for . the northeaster l y ciml ne,� hereof r E ev , S2004V 'I"Ef along the we:� tctly l.s.re of saji.d 711.00 acre tract, heincf the easterly line of sa d 330.24 acre tract, over ;and ac. ,..cess W Util ltv C' aa:;«_`se;nont. of record, for the easterly I.ine h reo ", a d'stance of 1.5.22 fee- to a : alc kA,ates oinft on the southerly lineof said Utility' S_3asement. of I%ec4ord, for the outlhc.�asterly corner hereof, from i�ahicIi a 1/2 -Inch 0:-oa rod it.h cap siat at the southeasterly c nrner_ of said 3:30.24 acme tract, Bing or) said no.rtherrl, y. righL-Of�-W .1 lin Of F , P]. 224 bear 20044' 1"E, a distance of 20.29 Ikeetr THENCE, leaving the and across s -aid 330,24 along thtL �,out.herly westerly line of said 76.00 ac:r.° ac'r'e tract and said 6.190 _i.Ine of sated i tzlzt y Lasemr tit oA t=ract, over acre tract, rec o2cf, for the southerly line hereof, the following two (2 c <:)u 'ses an distan C(:. l j Al nq a non..,tangertt carve to the right, having ng a radius o 566S.58 t yet, a central angle of 59.961 feet, and a chord distance of 59.96 feet to a calculated of 00'3621", which bear: point an S 1 `2Ct' at arc length - l.0"'W a. the end of said curvet DECEMBER 51 201.1 2) 37 9"38 ' 2 C1 "li , a BEGINNING, aand of larla', mpre o. d. tzatt�_ �1 r 3� 3. t t"�Le: to the POINT OF con -..a -ini_ m ., 0, 992 c.re (13 217 square fcc BEARING BASIS: TEXA , C;OOR I KATE, SYSTEM. t AD8 3 ,' G)s CENT Te FOAL ZONET t. -•.., s C. 4ASIA1lR. A HEBREW STATE THATTHIS Sji§ THE GROUND i`D,M REGlai1kED PROTLS � DESCRIPTION TSB? IiECT,LAND SUiM1Vb4IOW, L)i�T S(t`.I( UPON A '\��/Mr "P-,BR3ll LtiWCfMAD-f. ND 1,9 D ITRUi. N121 C{: RrK EC"_' TO THE BESIN OF MY ALiLITILS a s'121 4'41.;.I+s`..*' `. S ;i .`") l t 1 V i R Ek.:iTr e�✓SJ I i (j b Cl 4.3 INS. �`!i GORDON W I NI T D i 'a. FA U? 9 I CI 76J00 C EE DIwoC. N04 20051f.115fl 1 1.2 L DOC, NO. 19.9958 a L 'E D j� 0 yy �i'�.{T E), iiD � R Om992 ACRE 1.,1`.1 6,190 W al LJ'D A CR (ESS 00 90 2 2 8 A '536` ACRIM) C-) �,. .. . . 0 200 400 8010 LEGEND Q 1/2" IRON RCID SET s t. F':0, CK POINT OF BEGINNING CURVE TABLE 22 I57:2 -E BEARING * X � OF 0.392 ACRE OF LAND OUT OF lH KESS` 14ESi IRRIGATION :els;'tz> Y, ABSTRA4,,."I NO. ;ii, !M'fAjArF0 IN '4ti_t,I?thlSrON c-OUNTY; t ra a a HE is R L N a � 0 t u T� 0 [41$ TEN,A^, aow A FCvt itm OF 14.A t CERTAIN 330,24 ACRE I RACT "n Veai sixLL s&4a, suite Goo r0F [.1SND +.ONVE`fED TO L.AREDO "f0j' LTD-, BY DEED OF R,.CbRO tf$ LAREDO WO, LTD ArsrUri Ttin 76701 L'1f7CUWW1 NO, 20070142135, ANO fli-AT CEt�TAIN t,,1QC1 A.CR,E. rel_ (3i js2a ii has (5i js2� 5 s TIAL C6,NtixF:YF13 TO LAREDO, WO. LTD., 13Y DEED OF 'REa)RD 1N. L'n t'a�3,ners, tnc.s . ;.3ri fi€. 2011: DMUUn^fl Mit, 2t7e79t1??z�f73, RMT -4 OF THE OFFICIAL PUBLIC 4ECCsDS CF' 4IL)At4 ON COUi�T`t'„ T)=`XAS� DATE: ; i2% 11FILE.i "pi t)1 ��'yGOS4�i0i3°9�t [ '-C? .' }Pf I �,: 11 9J�r�t Li 17k �' a� : r1GG PROJI Pio; R 110139'1ITt E1