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RES 052212-S - Water Oak Dis-ANX
RESOLUTION NO. w a l A Resolution of the City Council of the City of Georgetown, Texas, granting a Petition for the Disannexation of 267.3 acres, more or less, for Water Oak, a.k.a. M.U.D. 25, and Directing Publication of Notice and Public Hearings for Proposed Disannexation Whereas, the owners of the hereinafter described area of land have requested the governing body of the City of Georgetown, pursuant to Local Government Code Chapter 43 and City Charter Section 1.06, by written petition through the adoption of an Amended and Restated Development Agreement with the City of Georgetown, properly acknowledged, to dis-annex said area of land from the City of Georgetown, as described: 267.3 acres in the I.&G N. RR Survey, J.D. Johns Survey, Key West Survey, D. Medlock Survey, W.E. Pate Survey, J. T. Church Survey, J. Thompson Survey, and Isaac Donagan Survey, Williamson County, Texas, more particularly shown on the map attached hereto as Exhibit "A ' and described by metes and bounds in Exhibit "B-1," but excluding the acreage in Exhibit "B-2," all of which are attached hereto and incorporated herein by reference as if set forth in full; and Whereas, the petition for disannexation is not being made in protest but in accordance with the provisions of approved agreements between the City of Georgetown and the property owner. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF GEORGETOWN, TEXAS: That the said Petition, being proper and according to law, shall be, and it is hereby, granted• and, further, staff is directed to commence the publication of notices of two public hearings to be held June 26, 2012, and July 10, 2012, before the City Council on the subject of the proposed annexation of the said area into the City of Georgetown; and further, to place upon the City Council Agendas for July 30, 2012, and before October 23, 2012, the consideration of the passage of an ordinance disannexing said area into the City of Georgetown. PASSED AND APPROVED this the 22nd day of May, 2012. ATTEST: J A a Brettle, City Secretary oved as to Form: Ot . Bridget Chapman, Actin City Attorney Water Oak Disannexation 267 acres Page 1 of 1 George 'Garver, Mayor 5 a o a -6 Exhibit A - Location Exhibit N:. Fxcluset n Tract QV fr ExtusiTract ty be d Banns ed 5 Exhibit B-1 NO. AB B T {Fpx "_y'` O T. 1r5 . ui. L -aP1,. .�`U PORT ION OF THIU LrAR.EDKD 1{IO, LTD. B L IC (le corner oL 114.0 wi OF 174; THE t SJ.k A OF TN n r`.L,+..�kJ cESCRIBE,c? IN 2037014 ELL RES BELNG MOR FOLLOWS set thur cords, re tra DESCRIPTION P1 RT THE I. & G. SJaVEY r ABSTRACT .r::._, 336; AND THE THOKBSON r,IILI.t<MSON COUNTY,�-i'}>T l ACRE TRT.CT D J7q-C BED IN DCC i.]NENT NO.• 300T01428 3C S];IC Na t1 :'. RT„ON OF TE,TC '_'ERTA IN 4 [. , 314 OFFICIAL PUBLIC iLLLY DESCRIBED iron rod n' h Certain r.di te.a ..rocuMeI1t same and forch G� 0 rat) acre "'a T a. t an . nC1Vi 5 by No. 20 t e nd uthw,est4. angle point the ,_he approyiTrate sou br-1 J ticn of the of 232. _<.? point; tin Fr IN ':DS; ID METES ,. D de rA' diet. s._ sari=k. i rot Exhibit B-1 FN. NO. 07-343 (H3B) JUNE 8, 2007 Page 2 of 7 4) S81°51'24"In, a distance of 441.51 feet to a 1/2" iron rod w ith cap set; 5) S52°34'11"W, a Distance of 142.36 feet to a 1/2" iron rod w ith cap set; 6) S28°59'23"W, a distance of 118.67 feet to a 1/2" iron rod w ith cap set; 7) S67°03'14"W, a distance of 78.34 feet to a 1/2" iron rod wit.ra cap set; 8) N79°14'24"W, a distance of 106.62 feet to a 1/2" iron rod w ith cap set for the southwesterly corner hereof, from which a 1/2" iron rod with cap found for the described southwesterly corner of said 330.24 acre tract bears S 02°19'41"W, a distance of 1E76.34 feet; THENCE, over and across said 330.24 acre tract along the irregular westerly line hereof, the following twenty-two (22) courses and distances: 1) N24°09'31"E, a distance of 255.94 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the t ight; 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 w hich bears N35°01'40"E, a distance of 208.36 feet to a 1/2" iron rod with cap set for the point of tangency; 3) N45°53148"E, a distance of 279.46 feet to a 1/2" iron rod w ith c.ap set for the point of curvature of a curve to the w ight; 4 along said curve having a angle of 90°00'00", an arc w hich bears SE9°06'12"E, a radius of 25.00 feet, a central length of 39.27 feet and a chord cistance of 35.36 feet to a 1/2" iron rod with cap set for an angle point; 5) N40°08'09"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 t he right; Exhibit B-1 Fly. NO. 07-343(HBB) JUNE 8, 2007 Page 3 of 7 6) along said curve having 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 NO3°08'58"W, a distance of 32.77 feet to a 1/2" iron rod with cap set for a point of reverse curvature; 7) along said reverse curve to the left having a radius of 633.50 feet, a central angle of 28°34'40", an arc length of 315.98 feet and a chord which bears N23°30'55"E, a distance o f 312.71 feet to a 1/2" iron rod with cap set for the point o f. tangency; 8) N09°13'34"E, a distance of 716.43 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the ✓ ight; 9) along said curve having a radius of 25.00 feet, a central angle of 87°17'00", an arc length of 38.08 feet and a chord w hich 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) NO6°55'46"E, a distance of 64.84 feet to a 1/2" iron rod with cap set for 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 85°37'16", an arc length of 37.36 feet, and a chord w hich .Dears N40°36'11"W, a distance. of 33.98 feet to 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 23°44' 50", an arc length of 262.57 feet and a chord which bears N09°39'58"W, a distance o f 260.69 feet to a 1/2" iron rod with cap set for the point o f tangency; 13) N21°32'23"W, a distance of 137.89 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the ✓ ight; 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 feet to a 1/2" iron rod with cap set for a point of compound curvature; Exhibit B-1 FN. NO. 07-343(HBB) JUNE 8, 2007 Page 4 of 7 15) along said 25.00 feet, a 43.54 feet anc 38.24 feet to point; compound curve to the right having a radius of central angle of 99°46'42", an arc length of a ciord which bears S81°53'21"E, a distance of a 1/2" iron rod with cap set for an angle 16) N51°16'33"E, a distance of 65.45 feet to a 1/2" iron roc with cap set for the northwesterly corner hereof, from which a 1/2" iron rod with cap found for the northeasterly corner of said 330.24 acre tract bears N49°50'38"E, a distance of 3132.69 feet; 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) S32°00°C0"E, a distance of 105.00 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the left; 2) 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 w hich bears S77°00'00"E, a distance of 21.21 feet to a 1/2" iron rod with cap set for an angle point; 3) S32°00'00"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 left; 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 w hich bears 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) S32°00'00"E, a distance of 115.00 feet to a 1/2" iron rod with cap set; 6) N58°00'00"E, a distance of 125.16 feet to a 1/2" iron rod w ith cap set; 7) S32°00'00"E, a distance of 102.71 feet to a 1/2" iron rod w ith cap set; 8) S50°32'35"E, a distance of 153.72 feet to a 1/2" iron rod w ith cap set; Exhibit B-1 FN. NO. 07-343(HBB) JUNE 8, 2007 Page 5 of 7 9) S62°00'00"E, a distance of 1251.77 feet to a 1/2" iron rod with cap set in the westerly line of that certain 78.399 acre tract described in a deed to Laredo WO, Ltd., of record in Document No. 2007014282 of said Official Public Records, the same beinc the easterly line of said 44.314 acre tract for the northeasterly corner hereof, from which a 1/2" iron rod with cap found for an angle point in the easterly line of said 44.314 acre tract bears N29°55'31"E, a distance of 230.05 feet, THENCE, along the westerly line of said 78.399 acre tract, the same being the easterly line of said 44.314 acre tract and hereof, the following two (2) courses and distances: 1) S29°S5'31"W, a distance of 95.89 feet to a 1/2" iron rod with cap found; 2 S17°33'05"E, a distance of 488.97 feet to a 1/2" 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°32142"W, along a portion of the northerly line of said 93.60 acre tract, the same being the southerly line 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, DF4062, & 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, SUITE 600 AUSTIN, TEXAS 78701 MARK A. ZIENTEK R.P LS. NO. 5683 STATE OF TEXAS G -jg--o7 (5) .1A tt)y BBBto c bi ge a :cttBIX 'tl '�ieYpOtlO9.YSDYp pint ` SS a G ° iej>t 4t3 Exhibit B-1 200 400 600 800 1 "=400' C6 </ Ica)- C5 LEGEND • 1/2" IRON ROD FOUND 0 1/2" IRON ROD SET P.O.B. POINT OF BEGINNING C3 \ C2 co L8 v-1 •• \ • L L15 \' SOUTHWESTERLY CORNER 330.24 AC S0279'41 "W 1876.34' Buryr-Partners ENGINEERING SOLUTIONS 221 West Sixth Street, Suite COO Austin, Texas 78701 Tel. (512)3211-0011 Fax (512)320-0325 Bury+Partners Inc. ©Copyright 2007 C9 • L16 L17 L18 • to • NORTHEASTERLY CORNER • 330.24 AC'. N49'50'38t 3132.69' C6 BEARING BASIS: THE BASIS OF BEARINGS FOR C5 THIS SURVEY IS THE TEXAS COORDINATE SYSTEM, NAD83(96) CENTRAL ZONE, ESTABLISHED BY NGS OPUS SOLUTION USING CORS STATIONS DF5370, AF9638, DE5999, DF4062, & DE5999 LAREDO WO, LTD. (73.399 AC.) DOC. NO. 2007014282 LAREDO WO, LTD. (44.314 AC.) \ DOC. NO. 2007014232 69.133 ACRES 3,011 441 SOFT. \ \ LAREDO WO, LTD. (330.24 AC.) DOC. NO. 2007014235 CJ kji tr2 APPROXIMATE SOUTHEASTERLY CORNER 1. & G.N. R.R. SURVEY P.O.B. 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. TRACT A (93.60 AC.) NO. 20050434 1 8 •. °crt. �i is( 4 f e 4c ••"`I • ABG DEVELOPMENT SHEET 6 OF 7 DATE: 06/O8/07 1 FILE: H: \164012EX1.dwg I FN No.: FN07-343HBB I DRAWN BY: HBB PROJ. No: 1640-17 Exhibit B-1 LINE TABLE NO. BEARING DISTANCE L1 S21 °21'51 "E 232.92' L2 573'08'45"W 430.23' L3 S56°02'58"W 679.82' L4 S81'51'24"W 441.51' L5 S52'34' 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 N45'53'48"E 279.46' L11 N40'O8'09"E 65.33' L12 NO9'13'34"E 716.43' L13 N06'55'46"E 64.84' L14 N21'32'23"W 137.89' L15 N51'16'33"E 65.45' L16 S32'00'00"E 105.00' L17 S32'00'00"E 55.00' L18 S32'00'00"E 115.00' L19 N58'00'00"E 125.16' L20 S32'00'00"E 102.71' L21 S50°32135"E 153.72' L22 S62'00100"E 1251.77' L23 S29'55'31 "W 95.89' L24 S17'33105"E 488.97' L25 S69'32'42"W 922.47' w"F. Yf F<1:. \t-'y A. ZIEi 1 :..I. is .a .co"n."n °)if cif 4)J/ CURVE TABLE NO. DELTA RADIUS ARC CHORD CHORD BEARING Cl 21'44117" 552.50' 209.62' 208.36' S35401140"W C2 90'00'00" 25.00' 39.27' 35.36' N89'06'12"W C3 81'54'26" 25.00' 35.74' 32.77' S03'08'58"E C4 28'34'40" 633.50' 315.98' 312.71' N23'30'55"E C5 8717'00" 25.00' 38.08' 34.51' S52'52104"W C6 85-37'16" 25.00' 37.36' 33.98' S40136111"E C7 23'44'50" 633.50' 262 57' 260.69' N09'39'58"W C8 69'45'41" 552.50' 672.71' 631.92' S13'20'27"W C9 99'46'42" 25.00' 43.54' 38.24' N81'53'21"W C10 90'00'00" 15.00' 23.56' 21.21' S77'00'00"E C11 90'00'00" 15.00' 23.56' 21.21' S13'00100"W Bury -Partners ENGINEERING SOLUTIONS 221 Rest Sixth Street, Suite 600 Austin, Texas 70701 Tel. (512)326-0011 Fax (512)328-0325 Burp+Partners, Inc. ©Copyright 2007 SKETCH TO ACCOMPANY DESCRIPTION OF 69.133 ACRES OF LAND OUT OF THE 1. & 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. DEVELOPMENT SHEET 7 OF 7 DATE: O6/08/07 I FILE: H: \164012EX1.dwg FN No.: FN07-343HB8 I DRAWN BY: HBB PROJ. No: 1640-12 Exhibit B-1 114.606 ACRES ABG DEVELOPMENT WATER OAKS PHASE 3 DESCRIPTION B NO. 07-338 (HBB) JUNE 6, 2007 I JOB NO. 1640-12 OF 114.6C6 ACRES OF LAND OUT OF THE <EY WEST IRRIGATION SURVEY, ABSTRACT NO. 711; THE J.T. CHURCH 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. 2007014285 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AND A PORTION OF THAT CERTAIN 53.61 ACRE TRACT DESCRIBED IN A DEED TO LAREDO WO, LTD. OF RECORD 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 right-of-way line of F.M. Highway 2243 (80' R.O.W.), the same being thesoutherly line of said 53.61 acre tract for the southwesterly corner hereof, from which a TXDOT concrete right- of-way monument found, 40-feet left of centerline Station 305+56.60 hears N79°38'20"E, a cistance of 2659.21 feet, and from wriich the northeasterly corner of said Key. West Irrigation Survey, bears approximately N50°27'E, a distance of 2825 feet; THENCE, over and across said 53.61 acre ano 330.24 acre tracts, along the westerly line hereof, the following nineteen (19) courses and cistances: 1) N10°21'39"W, a distance of 126.00 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the ✓ ight; 2) 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 N04°21' 47"A, a distance of 115.46 feet to a 1/2" iron rod with cap set for the point of tangency; 3) N01°38'04"E, a cistance of 95.02 feet to a 1/2" iron rod wi cap set for the point of curvature of a curve to the left; 4) along said curve having a radius of 494.50 feet, a central angle of 15°12'37", an arc length of 131.27 feet and a chord w hic'i bears N05°58' 15"W, a distance of 130.89 feet to a 1/2" iron rod. with cap set for a point of reverse curvature; Exhibit B-1 FN. NO. 07-338 (HEE) JUNE 6, 2007 PAGE 2 OF 5 5) along sate reverse curve to the right having a radius of 25.00 feet, a central angle of (88°51143", an arc length of 38.77 feet and a chord which bears N30°51'17"E, a distance of 35.00 feet to a 1/2" iron rod with cap set for an ancle point; 6) N24 ° 40' 17"W, a distance of 91.21 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent curve to the right; 7) alonc said curve having a radius of 25.00 feet, a central angle of 76°46'28", an arc length of 33.50 feet, and a chore w hich bears N67°32'14"W, a cistance of 31.05 feet to a 1/2" iron rod with cap set for a point of reverse curvature; 8) along said reverse curve to the left having a radius of 494.5C feet, a central angle of 11°05'95", an arc length of 95.76 feet and a chord which bears N34°41'52"W, a distance of 95.61 feet to a 1/2" iron rod with cap set for the point of tangency; N40°14'45"W, a distance of 81.51 feet for the point of curvature of a curve to the richt; 10) along said curve havinc a angle of 82°44'00", an arc w hich bears N01°07115"E, a iron rod with cap set for .. radius of 434.50 feet, a central lencth of 627.40 feet and a chord distance of 574.30 feet to a 1/2" he point of tangency; 11) N42°29'15"E, a distance of 81.68 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the left; 12) along said curve having a radius of 494.50 feet, a central angle of 03°28'28", an arc lencth of 29 99 feet and a chord w hich bears N40°45'01"E, a distance of 29.98 feet to a 1/2" iron rod with cap set for a point of reverse curvature; 13) along saic 25.00 feet, a 37.41 feet and 34.61 feet to point; reverse curve to the right having a radius angle of 85°43'56", an arc lengte) which bears N81°52'45"E, a distance central a chord a 1/2„ of o f o f iron roc with cap set for an angle 14) N30°57'36"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 t-e richt; Exhibit B-1 F. NO. 07-338 (HBB.) JUNE 6, 2007 PAGE 3 OF 5 along said curve havinc a radius of 25.00 feet, a central ancle of 81°191 05' , an arc length of 35.48 feet, and a chord which bears N14°21'53"W, a distance of 32.53 feet to a 1/2" iron rod with cap et for a point of reverse curvature; 16) along said reverse curve to the left havinc a racius of 4.94.50'feet, a central angle of 09°41'5E", an arc length of 83.71 feet and a chord which bears N21°26'40"E, a distance of 83.61 feet to a 1/2" iron rod with cap set for the point of tangency; 17) N16°35'41"E, a distance of 167.19 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the w ight; 18) along said, curve having a radius of 552.50 feet, a central angle of 37°33'S0", an arc length of 72.94 feet and a chore w hich bears N20°22' 36"E, a distance of 72.88 feet to a 1/2" iron rod with cap set for the point of tangency; 19) N24°09'31"E, a distance of 103.43 feet to a 1/2" iron rod w ith cap set for the north westerly corner hereof, from which a 1/2" iron pipe found for the northwesterly corner of that certain 44.314 acre tract described in a deed to Laredo WO, L td , of record in Document No. 2007014232 of said Official P uflic Records, the same oeing an angle point in the irregular- easterly line of said 330.24 acre tract, bears N 25°05'52"E, a distance of 2652.67 feet; THENCE, over and across said, 330.24 acre tract along northerly line hereof, the following seven (7) courses: S79°14'24"F, a distance of 106.62 feet to a 1/2" iron roc w ith cap set; N67°03'14"E, a distance of 78.34 feet to a 1/2" iron rod with cap set; 3) N28°59'23"E, a distance of 113.67 feet to a 1/2" iron rod w ith cap set; 4) N52°�4'11"E, a distance of?1/2" �42..,6 feet to a iron rod w it 'l cap set; Exhibit B-1 FN. NO. C7-338 (HBB) JUNE 6, 2097 PAGE 4 OF 5 5) N81°51'24"E, a distance of 441.51 feet to a 1/2" iron roc with cap set; N56°02'S8"E, a cistance of 679.82 feet to a 1/2" iron roc with cap set; 7) N73°08'45"E, a distance of 430.13 feet to a 1/2" iron roc with cap set in the westerly line Of that that certain 93.60 acre "Tract A." described in a deed to Arthur Winston Faubion, an undivided 61.5% and Gordon Winston Faubion, an undivided 38.5%, by the Partition and Exchange Deed of record in Document No. 2C05043418 of said Official Public Records, for the northeasterly corner hereof, from which a 1/2" iron roc found for the northwesterly corner of said 93.60 acre tract, also oeing the southwesterly corner of said 44.314 acre tract, bears N21°21'08"W, a distance of 232.92 feet; THENCE, along a portion of the westerly line of saic. 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: 1) S21°21'08"E, a distance of 621.40 feet to a 1/2" iron roc with cap set; S.2C°57'07"r, a distance of 931.08 feet to a 1/2" iron rot with cap set; 3) S20°43'40"E, at a distance of 754.32 feet passing 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 line of saic. F.M. Highway 2243 for the southeasterly corner hereof, the same being the point of curvature of a non -tangent curve to the right; THENCE, leaving said 93.60 acre tract, along the northerly line of said F.M. -highway 2243, the same being a portion of the southerly line of saic, 330.24 acre tract, for the southerly line hereof, the following two (2) courses anc distances: 1) along said curve to tie right having a racius of 5689.53 feet, a central angle of 00°38'26", an arc length of 63.62 eet, and a chord whicn pears S79°19'1.1" W, a distance of 63.62 feet to said TXDOT concrete right-of-way monument found, 40-feet left of centerline .Station 30556.60 for the point of tangency; Exhibit B-1 FN. NO. 07-338 (H3B) UNE 6, 2007 PAGE 5 OF 5 879°38'20"W, a Distance of 2659.20 feet to the POINT OF BEGINNING, and containing ari area of 114.606 acres of land, (4992220 square feet), more or less, within these metes anc bounds. BEARING BASIS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE TEXAS COORDINATE SYSTEM, NAD83(96) CENTRAL ZONE, ESTABLISHED BY NGS OPUS SOLUTION LSING CORS STATIONS DF5370, AF9638, DE5999, DF4062, & 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 ;CCOMPANY A FINAL PLAT BURY & PARTNERS, INC. ENGINFERING-SOLUTIONS 211 WEST SIXTH STREET, AUSTIN, TEXAS 78701 2,6„-z,4 MARK A. ZIENTEK SUITE 600 R.P.LS. NO. 56E3 STATE OF TEXAS r %/`' •.. en. oecc sea l .. . . {GJ MARK A. ZIENTEK t=i fit`,; x'CIssGSSS s�?';• cif ito0(7 \t cOF7- r C aa, C7 • pLvtSTER, Exhibit B-1 36.371 ACRES A3G DEVELOPMENT WATER OAK PARKWAY SECTION ONE DESCRIPTION FN. NO. 07-317 (H BB) MAZ 30, 2C07 BPI JOB NO. 1640-12 O F 36.371 ACRES OF LAND OUT OF THE I.& G.N. R.R. SURVEY, ABSTRACT N O. 744; THE J.D JOHNS SURVEY, ABSTRACT NO. 365; THE KEY TA EST IRRIGATION SURVEY, ABSTRACT NO. 711; THE D. WEDLOCK SURVEY, ABSTRACT NO. 839; THE W E. PATE SURVEY, ABSTRACT NO. 836; THE J. THOMPSON SURVEY, ABSTRACT NO. 608; AND THE I.SAAC DONAGAN SURVEY, ABSTRACT NO. 178, SITUATED IN WILLIAMSON COUNTY, TEXAS; BEING A P ORTION OF THOSE CERTAIN 53.61 ACRE AND 314.60 ACRE TRACTS DESCRIBED IN A DEED TO LAREDO IAO, LTD., OF RECORD IN DOCUMENT NO. 2007014286 OF THE OFFICIAL. PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, A PORTION OF THAT CERTAIN 330.24 ACRE TRACT DESCRIBED IN A DEED TO LAREDO WO, LTD., OF RECORD IN DOCUMENT NO. 2007014285 OF SAID OFICIAL PUBLIC RECORDS; AND A PORTION OF THAT CERTAIN 203.137 ACRE TRACT DESCRIBED IN A DEED TO LAREDO, WO, LTD., OF RECORD IN DOCUMENT NO. 2007014282 OF SAID OFFICIAL PUBLIC RECORDS; SAID 36.371 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOIh S : BEGINNING, at a 1/2 irich iron rod with cap set on the northerly ✓ ight-of-way line of F N. Highway 2243 (80' R.O.W.), the same aeing the southerly line of saic 53.61 acre tract for the southeasterly corner hereof, from which a TXDOT concrete right-of- w ay monument found, 40-feet left of centerline Station 305+56.60 bears N79°38'20"E, a distance of 2659.21 feet, ano from which the n ortheasterly corner of said Key West. Irrigation Survey, bears approximately N50°27'E, a cistance of 2825 feet; THENCE, S79°38120"W, along the northerly line of said F.M. Highway 2243, the same tieing the southerly line of sale 53.61 acre and hereof, a distance of 103.00 feet to a 1/2" iron roc. with cap set for the southwesterly corner hereof, from which a TXDOT concrete ✓ ight-of-way monument found, 40-feet left of centerline Station 274+82.00 bears S79°38'20"W, a distance of 312.4C feet; THENCE, over and across said 53.61 acre, 314.00 acre, and 330.24 acre tracts, along a portion of the irregular westerly line hereof, the following fifty . (50) courses and distances: 1) N10°21'39"W, a distance of 1 with cap set left; r 8.35 feet to a 1/2" iron rod the point of curvature of a curve to the 2) along saic curve having a radius of 552.50 feet, a central ancle of 16°06'32", an are length of 155.34 feet aria. a chore which tears N18°24'54"W, a cistance of 154.82 feet to a 1/2" iron rod with cap set for a point of tangency; Exhibit B-1 FN 07-317(HBB) MAY 30, 2007 PAGE 2 OF 13 3) N26°28'10"W, a distance of 91.79 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the left 4) along said curve having a radius of 25.00 feet, a central angle of 89°11'29", an arc length of 38.92 feet and a ciorc which bears N71°03'54"W, a distance of 35.1C feet to a 1/2" iron rod with cap set for an angle point; 5) N27°14119"W, a distance of 65.03 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent curve to the left; 6) along said curve having a radius of 25.00 feet, a central angle of 91°11'32", an arc length of 39.79 feet, and a chord which bears N19°07'36"E, a distance of 35.72 feet to a 1/2" iron rod with cap set for a point of tangency; 7) N26°28'10"W, a distance of 150.25 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the ✓ ight; 8) along said curve having a radius of 840.50 feet, a central angle of 48°40'55", an arc length of 714.14 feet and a chord w hich bears NO2°07'42"W, a distance of 692.85 feet to a 1/2" iron rod with cap set for a point of reverse curvature; 9) along saic reverse curve to the left havinc a radius of 25.00 feet, a central angle of 78°59'53", an arc length of 34.47 feet and a chord which pears N17°17'11"W, a distance of 31.80 feet to a 1/2" iron rod with cap set for an angle poirit; 10) N2C°40'46"E, a distance of 66.59 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent curve to the left; 11) along said curve having a radius of 25.00 feet, a central angle of 93°19'24", an arc length of 40.72 feet, and a chore which bears N76°33'10", a distance of 36.37 feet to a 1/2" iron rod with cap set for a point of reverse curvature; 12) along saic reverse curve to the right having a radius of 840.50 feet, a central angle of 1C°38'02", an arc length of 155 99 feet and a chord which bears N35°12'29"E, a distance of 155.77 feet to a 1/2" iron rod with cap set for a point of tangency; Exhibit B-1 EN 07-317(HBB) MAY 3C, 2007 PAGE 3 OF 13 13) N4C°31'30"E, a cistance of 103.66 feet to a 1/2" w itn cap set for the point of curvature of a curve left; 14) along angle w hich said curve having a of 16°21'59", an arc hears N32°20'31"E, a o n rod t o the racius of 709.50 feet, a central length of 202.67 feet anc a chore. distance of 201.98 feet to a 1/2" iron roc. witn cap set for a point of tangency; 15) N24°09131"E, a distance of 254.20 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the left; 16) along said curve having a radius of 552.50 feet, a central angle of 09°26'33", an arc length of 91.05 feet and a chord w hich bears N19°26'14"E, a distance of 90.95 feet to a 1/2" iron rod with cap set for a point of tangency; 7) N14°42'58"E, a distance of 46.02 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the right; 18) along said curve having a radius of 633.50 feet, a central angle of 20°39' 16", an arc length of 22E.37 feet ano a chord w hich bears N25°02'36"E, a distance of 227.13 feet to a 1/2" iron rod with cap set for a point of reverse curvature; 19) along said curve to the '_eft having a radius of 25.00 feet, a central angle of 98°51'54", an arc length of 43.14 feet and a chorc which bears N14°03`43"W, a distance of 37.98 feet to a 1/2" iron rod with cap set for an angle point; 20) N49°42'10"E, a distance of 58.92 feet to a 1/2" iron roa with cap set for the point of curvature of a non -tangent curve to the left; 21) along said curve having a racius of 25.00 feet, a central angle of 76°O1'05", an arc length of 33.17 feet, and a chord which bears N82°42'18"E, a distance of 30.79 feet to a 1/2" iron rod with cap set for a point of reverse curvature; 22} alone said reverse curve to the right Having a radius of 633.50 feet, a central angle of 13°30'53", an arc length of 149.43 feet and a chord which ,Dears N51°27'12"E, a distance o f 149.08 feet to a 1/2" iron rod with cap set for a point of ✓ everse curvature; Exhibit B-1 FN 07-317(43B) MAY 30, 2007 PAGE 4 OF 13 23) along said reverse curve to the left having a radius of 554.50 feet, a central angle of 5°46'12', an arc length of 55.84 feet and a chord whicn. bears N55°19 33"E, a distance of 55.82 feet to a 1/2" iron rod with cap set for a point of compound curvature; 24) along saic 25.00 feet, a 41.C3 feet and a 36.58 feet to a 1/2" point; compound curve to the left 1- central angle of 94°01'42", chord which bears N05°25'36"E, iron with set roc. cap vine a radius of an arc length of a distance of angle for an 25) N53°43'34"E, a distance of 67.57 feet to a 1/2" iron rod with cap set for the point 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 pears N76°33`00"E, a cistance of 29.79 feet to a. 1/2" iron rod with cap set for a point of compound curvature; 27) along said compound curve to the left having a radius of 554.50 feet, a central angle of 3C°44'58", an arc lengt-1 of 297.59 feet and a chord which bears N24°36'03"E, a distance of 294.03 feet to a point of tangency; 28) N09°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; 29) along said curve 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 gears NO3°36101"E, a distance of 344.98 feet to a 1/2" iron roc with cap .set for a point of compound curvature; 30) along said compound curve to the left having a radius of 25.00 feet, a central angle of 9C°36132", an arc length of 39.54 feet, and a chord which bears N47°19'48"14, a distance of 35.54 feet to a 1/2" iron rod with cap set for an angle point; 31) N05°07'09"W, a cistance 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 left; Exhibit B-1 Fly 07-317(HBB) MAY 30, 2307 PAGE 5 OF 13 32) along said curve having a angle of 93°42' 55", an arc which bears N41°01'44"E, a iron roc with cap set for radius of 25.00 feet, a central length of 40.89 feet, and a chord aistance of 36.43 feet to a 1/2" a point of compound curvature; 33) along said compouna curve to the left having a radius of 1759.50 feet, a central angle of 10°42'39", an arc length of 328.92 feet, and a chord which bears N11°11'04"W, a aistance of 328.44 feet to a 1/2" iron rod with cap set for a Point of tancency; 34) N16°32'23"In, a distance of 184.8.8 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the left; 35) along said curve to the left havinc a radius of 25.00 feet, a central angle of 77°51'19", an arc length of 33.97 feet, and a chord which bears N55°28'03"W, a aistance of 31.42 feet to a 1/2" iron rod with cap set for an angle point; 36) N16°52'35"7, a distance of 56.38 feet to a 1/2" iron rod with cap set for the point of curvature of a ricn-tangent curve to the left; 37) along said curve having a radius of 25.00 feet, a central angle of 91°00'17", an arc length of 39.71 feet, and a chore which bears N40°06'19"E, a aistance of 35.66 feet to a 1/2" iron rod with cap set for a point of reverse curvature;• 38) along said reverse curve to the right having a radius of 515.50 feet, a central angle of 63°23'50", an arc length of 570.39 feet and a chord which bears N26°18'05"E, a distance of 541.74 feet to a 1/2" iron rod with cap set for a point of tangency; 39) N58°00'00"a aistance of 17.07 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the left; 40) along saia curve having a radius of 25.00 feet, a central angle of 90°00'00", an arc length of 39.27 feet anc a chord which. bears N13°00'00"E, a distance of 35.36 feet to a 1/2" iron rod with cap set for a point of tangency; 41) N32°00'00"tA, a distance of 376.49 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the eft; Exhibit B-1 EN 07-317(F BD) MAY 30, 2007 ?AGE 6 Cr 13 42) along said curve having a radius of 25.00 feet, a central angle of 90°06'37", an arc length of 39.32 feet and a chord w hich bears N77°03'18"Tv, a cistance of 35.39 feet to a 1/2" iron rod with cap set for ari angle point; 43) N40°41'21"W, a distance of 55.62 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent curve to t he left; 44) along said curve having a radius of 25.00 feet, a central angle of 10C°19'44`, an arc length of 43.78 feet, anc a chord w hich bears N07°43'32"E, a distance of 3E.39 feet to a 1/2" iron roc with cap set for a point of compound curvature; 45) along said compound curve to the left having a radius 538.50 feet, a central angle of 33°21'58", an arc length 313.59 feet and a chord which oears N59°07'19Th, a o f 309.18 feet to a 1/2" iron rod with cap set for a tangency; o f o f distance point of 46) I\75°48'1!"W, a distance of 378.12 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the left; 47) along saic curve having a radius of 25.00 feet, a central angle of 90°00'00", an arc length of 39.27 feet and a cnord w hich bears S59°11'42"W, a distance of 35.36 feet to a 1/2" iron rod with cap set for an angle point; 48) 1\175°48'18"W, a distance of 65.00 feet to a 1/2" iron roc with cap set for the point of curvature of a non -tangent curve to t he left; 49) along said curve having a radius of 25.00 feet, a central angle of 90°00'00", an arc length of 39.27 feet, anc a chord which bears N30°48'18"W, a distance of 35.36 feet to a 1/2" iron rod with cap set for a point of tangency; 50) N75°48'18"W, a distance of 390.00 feet to a 1/2" iron rod w ith cap set in the easterly line of that certain 433 acre t ract describes in the ceed to Anne Vinther Patience, of ✓ ecord in Volume 989, Page 665, of saic 0-final Public Recorcs, the same beinc the westerly line of said 330.24 acre t ract, from which a 1/2" iron roc with yellow cap stamped "CS, LTD" found bears S14°11'42"W, a distance of 1252.68 feet; Exhibit B-1 G _BST: 4. ACRES t44 ltV E PATE CUP•VFQr BSTRAC'" 1.'1 ,. 606 PORT:L2N OE THAT LARE ,' WO, LTD, , vF RE:C OFFICIAL �,__PL ' E 1 S . ACRE T DESCRIBED IN A D 00MEbiT` T , 20 70112 2 . a3 •PORES BEING MORE BOUNDS AS FOLLOW : THENCE ,ours rldl (1 •q r�p, 1.�t. Yam. �NJX c''--. .: with Cap' 02 wy DESCRIPTION 'THE I. i.. 1-161 S EWEY, ABSTRACT NO. 3 36 r AND 1-1E D IN , IILI:AM-SONCOUNTY, TEX°+ 24 ACRE TRACT D *SEC IN JMCNT NO. 20070142, FORT EON o f- ?--_ ry, .CERTAIN TO REDO, WO, D OFFICIAL PUBLIC PART CU. .t?RLY P:E 1 ne LTD, OF ?ECuRa} Ilu D; cAID DEE'CI IE D Y METES NC four, 'Tract A" desc. -^Al vided 61 by 20050 13418 0I southwester angle point approx itT :t_ ars 21 acre eor cfL >-the he ,r_equi act along c110 w 5.1SJ a a 1 ;1 Exhibit B-1 Fly. NO. 07-343(HBB) JUNE 8, 2007 Page 2 of 7 4) S81°5.1`24"W, a distance of 441.51 feet to a 1/2" iron rod w ith cap set; 5) S52°34`11"W, a distance of 142.36 feet to a 1/2" iron rod w ith cap set; 6) S28°59'23"W, a distance of 118.67 feet to a 1/2" iron rod w ith cap set; 7.) S67°03'14"W, a distance of 78.34 feet to a 1/2" iron rod with cap set; 8) N79°14'24"W, a distance of 106.62 feet to a 1/2" iron rod w ith cap set for the southwesterly corner hereof, from which a 1/2" iron roc with cap found for the described southwesterly corner of said 330.24 acre tract bears S02°19'41"W, a distance of 1876.34 feet; THENCE, over and across said 330.24 acre tract along the irregular westerly line hereof, the following twenty-two (22) courses and distances: 1) N24°09'31"E, a distance of 255.94 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the ✓ ight; 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 w hich bears N35°01'40"E, a distance of 208.36 feet to a 1/2" iron rod with cap set for the point of tangency; 3) N45°53'48"E, a distance of 279.46 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the ✓ ight; along said curve naving 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) N40°08'09"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(HB3) JUNE 6, 2007 Pace 3 of 7 6) along said curve having a radius of 25.00 feet, a central angle of 31°54'26", an arc length of 35.74 feet, and a chord w hich bears NO3°08' 58"W, a distance of 32.77 feet to a 1/2" iron rod with cap set for a point of reverse curvature; 7) along said reverse curve to the left having a radius of 633.50 feet, a central angle of 28°34'40", an arc length of 315.98 feet and a chord which bears N23°30'55"E, a cistance o f 312.71 feet to a 1/2" iron rod with cap set for the point o f tangency; 8) N09°13'34"E, a distance of 716.43 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the ✓ icht; 9) along said curve having a radius of 25.00 feet, a central angle of 87 °17' 00", an arc length of 38.08 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) N06°55'46"E, a distance of 64.84 feet to a 1/2" iron rod with cap set for 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 85°37'16", an arc length of 37.36 feet, and a chord which bears N40°36'11"W, a distance of 33.98 feet to 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 23°44'50", an arc length of 262.57 feet and a chord which bears N09°39158T, a distance o f 260.69 feet to a 1/2' iron rod with cap set for the point o f tangency; 13) N21°32'23"W, a distance of 137.89 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the ✓ ight; 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 w hich bears N13°20'27"E, a distance of 631 92 feet to a 1/2" iron rod with cap set for a point of compound curvature; Exhibit B-1 FN. NO. 07-343(HRB) JUNE 8, 2007 Page 4 of 7 15) along said compound curve to the right 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 bears 581°53121"E, a distance of 38.24 feet to a 1/2" iron rod with cap set for an angle point; 16) N51°16'33"E, a distance of 65.45 feet to a 1/2" iron rod with cap set for the northwesterly corner hereof, from which a 1/2" iron rod with cap found for the northeasterly corner of said 330.24 acre tract bears N49°50'38"E, a distance of 3132.69 feet; 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) S32°00'00"E, a distance of 105.00 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the left; 2) along said curve having a radius of 15.00 feet , a central ancle of 90°00'00", an arc length of 23.56 feet and a chord w hich beaus 877°00'00"E, a distance of 21.21 feet to a 1/2" iron rod with cap set for an angle point; 3) S32°00'00"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 left; 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 w hich bears 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) S32°00'00"E, a distance of 115.00 feet to a 1/2" iron rod w ith cap set; 6) N58°C0'00"E, a distance of 125.16 feet to a 1/2" iron rod w ith cap set; 7) S32°00'00"E, a distance of 102.71 feet to a 1/2" iron rod with cap set; 8) S50°32'35"E, a distance of 153.72 feet to a 1/2" iron rod w ith cap set,• Exhibit B-1 FN. NO. 07-343(HBB) JUNE 8, 2007 Page 5 of 7 9) S62°00'00"E, a distance of 1251.77 feet to a 1/2" iron rod with cap set in the westerly lire of that certain 78.399 acre tract described in a teed to Laredo WO, Ltd., of record in Document No. 2007014282 of said Official Public Records, the same being the easterly line of said 44.314 acre tract for the northeasterly corner hereof, from which a 1/2" iron rod with cap found for an angle point in the easterly line of said 44.314 acre tract bears N29°55'31"E, a distance of 230.05 feet; THENCE, along the westerly line of said 78.399 acre tract, the same being the easterly line of said 44.314 acre tract and hereof, the following two (2) courses and distances: 1) S29°55'31"W, a distance of 95.89 feet to a 1/2" iron rod witn cap found; 2) S17°33'05"E, a distance of 488.97 feet to a 1/2" 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°32742"W, along a portion of the northerly line of said 93.60 acre tract, the same being the southerly line 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, DF4062, & 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 SIXTd STREET, SUITE 600 AUSTIN, TEXAS 78701 717-k.71 MARK A. ZIENTEK R.P.LS. NO. 5683 STATE OF TEXAS r� c‘7. 4. • twsnuxa..e�aa.es<caotee tetrep cooesee3 aeuu..e" \ Exhibit B-1 1 200 400 600 800 1 "=400' <./ (� Yr (0 C6 l� /(2)- C5 LEGEND • 1/2'IRON ROD FOUND 9 0 1/2" IRON ROD SET P.O.B. POINT OF BEGINNING If ) '3 0 L8 C3 \ C2 \ co L4 SOUTHWESTERLY CORNER 330.24 AC. S0219'41 "W 1876.34' Bury+Partners ENGINEERING SOLUTIONS 221 !est Sixth Street, Suite 00 Austin, Texas 78701 Tel. (512)328-Doll Fax (512)328-0325 Burp+Partners, Inc. ®Copyright 2007 L15 C9 — L16 L17 L18 NORTHEASTERL Y CORNER • 330.24 AC. N49 50'38'E 3732.69' C6 BEARING BASIS: THE BASIS OF BEARINGS FOR C5 THIS SURVEY IS THE TEXAS COORDINATE SYSTEM, NAD83(96) CENTRAL ZONE, ESTABLISHED BY NGS / OPUS SOLUTION USING CORS STATIONS DF5370, AF9638, DE5999, DF4062, & DE5999 \ \ 7 LAREDO VD, LTD. (78.399 AC.) DOC. NO. 2007014282 LAREDO WO, LTD. (44,314 AC.) DOC. NO. 2007014282 \ 69133 ACRES 3,011,441 SQ.FT. \ \ LAREDO WO, LTD. \ (330.24 AC.) DOC. NO. 2007014285 P.O.B. L2 ,; C, / APPROXIMA IL / SOUTHEASTERLY CORNER & G.N. R.R. SURVEY 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 TRACT A (93.60 AC.) NO. 20050434 1 8 3t. Cy !/A ; ..e <_ 'IAA" RK y Z!E TEK NnyptiNemO0! * �1 C c / • ABG DEVELOPMENT SHEET 6 OF 7 DATE: 06/08/07 I ALE: H: \164D12EX1. dwg FN No.: FN07-343HBB 1 DRAWN BY: HBB PROJ. N 1640-17 Exhibit B-1 LINE TABLE NO. BEARING DISTANCE Li S21'21'51"E 232.92' L2 S73'08'45"W 430.23' L3 356.02'58"W 679,82' L4 S81'51'24"W 441.51' L5 S52.34'11'W 142.36' L6 S28`59123"W 118.67' L7 S67'03'14"W 78.34' L8 N7914'24"W 106.62' L9 N24'09'31 "E 255,94'� L10 N45'53'48"E 279,46' L11 N40'08'09"E 65.33' L12 N09'13'34E 716,43' L13 N06'55'46".E 64.84' L14 N21'32'23"W 137.89' L15 N51'1.6'33"E 65.45' L16 S32'00'00"E 105.00' L17 S32'00'00"E 55.00' L18 53700'00"E 115.00' L19 N58'00100"E 125.16' L20 S32'00'00"E 102.71' L21 S50'32'35"E 153.72' L22 562'00'00"E 1251.77' L23 S29'55'31 "W 95.89' L24 S17'33'05"E 488.97' L25 S69'32'42"W 922.47' 12. (v • t / 11411510. r ids -.- __' n ^} ` ;senctan ptt (71' 5e86 ,; o. tte CURVE TABLE NO. DELTA RADIUS ARC CHORD CHORD BEARING Cl 21'44'17" 552.50' 209.62' 208.36' S35'01'40"W C2 90'00'00" 25.00' 39,27' 35.36' N89'06'12"W C3 81'54'26" 25.00' 35.74' 32 77' S03'08'58"E C4 28'34'40" 633.50' 315.98' 312.71' N23'30'55"E C5 87'17'00" 25.00' 38.08' 34.51' 552.52104"W C6 85`37'16" 25.00' 37.36' 33.98' 340.36'11 "E C7 23'44'50" 633.50' 262,57' 260.69' N09`39'58"W C8 69'45'41" 552.50' 672 71' 631.92' S13'20'27"W C9 99'46'42" 25,00' 43.54' 38,24' N81'53'21"W C10 90'00'00" 15.00' 23.56' 21.21' S77'00'00"E C11 90'00'00" 15.00' 23.56' 21.21' S13'00'00"W Bury+Partners ENGINEERING OLUTIONS 22L Fest Sixth Street, Suite 600 Austin, Texas 78701 Tel, (512)326-0011 Fax (512)328-0325 Bury+partners Inc. ®Copyright 2007 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 ABG DEVELOPMENT SHEET 7 OF 7 DATE:O6/08/07 ( ALE; H: \164012EX1.dwq FN No.: FNO7-343HBB 1 DRAWN BY: HBB PROW. No: 1640-12 Exhibit B-1 114.606 ACRES ABG DEVELOPMENT WATER OAKS Pi-ASE 3 DESCRIPTION EN. NO. 07-338 (HBB) JUNE 6, 2007 BPI JOB NO. 1640-12 O F 114.606 ACRES OF LAND OUT OF TAE KEY WEST IRRIGATION SURVEY, ABSTRACT NO. 721; THE J.T. CHURCH SURVEY, ABSTRACT NO. 140, THE J.D JOHNS SURVEY, ABSTRACT NO. 365; AND THE I & G.N. R R. S URVEY, ABSTRACT NO. 744; SITUATED I.N 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 TT-IE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS-, AND A PORTION OF THAT CERTAIN 53.61 ACRE TRACT DESCRIBED IN A DEED TO LAREDO WO, LTD. OF RECORD IN DOCUMENT NO. 2007014286 OF SAID O FFICIAL 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 right-of-way line of F.M. Highway 2243 (80' R.O.W.), the same being the southerly line of said 53..61 acre tract for the southwesterly corner hereof, from which a TXDOT concrete right- of-way monument found., 40-feet left of centerline Station 305+56.60 bears N79°38'20"E, a distance of 2659.21 feet, and from which the northeasterly corner of said Key West Irrigation Survey, bears approximately N50°27'E, a distance of 2825 feet; THENCE, over and across said 53.61 acre and 330.24 acre tracts, along the westerly line hereof, the following nineteen (19) courses and distances: 1) N10°21'39"W, a distance of 126.00 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the ✓ ight; 2) along said curve having a radius of 552.50 feet, a central angle of 11°59'42", an arc length of 115 67 feet ano a chord w hich bears NC4°21147"gin, a distance of 115.46 feet to a 1/2" iron rod with cap set for the point of tangency; 3) N01°38'04"E, 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 lef�; 4) along said curve havine a radius of 494.5C feet, a central angle of 15°12'37", an arc length of 131.27 feet and a chord w hich bears N05°58'15"W, a distance of 130.89 feet to a 1/2" iron rocwith cap set for a point of reverse curvature; Exhibit B-1 FN. NO. 07-338 (HEB) JUNE 6, 2007 ?AGE 2 OF 5 5) along said reverse curve to the richt having a 25.00 feet, a central angle of 88°51'40", 38.77 feet and a chord which bears N.30°51'17"E, 35.00 feet to a 1/2" point; racius of an arc length of a cistance of iron rod with cap set for an angle 6) N24°40'17"W, a distance of 91.21 feet to a 1/2" iron rod with cap set for the point of curvature of a non-tancent curve to the -right; 7) along said curve having a racius of 25.00 feet, a central angle of 76°46'23", an arc length of 33.50 feet, and a chord w hich bears N67°32'14"W, a cistance of 31.03 feet to a 1/2" iron roc with cap set for a point of reverse curvature; 8) alone said reverse curve to the left havinc a radius of 494.50 feet, a central angle of 11°05'45", an arc length of 95.76 feet and a chord which bears N34°41'52"W, a distance of 95.61 feet to a 1/2" iron rod with cap set for the point of tangency; N40°14'45"W, a cistance of 81.51 feet for the point of curvature of a curve to the right; 10) along said curve havinc a radius of 434.50 feet, a central angle of 82°44'00", an arc length of 627.40 feet and a chora w hich bears N01°07'15"E, a distance of 574.30 feet to a 1/2" iron rod with cap set for the point of tangency; 11) N42°29'15"E, a cistance of 81.68 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the left; 12) along saic curve having a radius of 494.50 feet, a central angle of 03°28'28", an arc length of 29 99 feet anc a chord w hich bears N40°45'01"E, a distance of 29.98 feet to a 1/2" iron rod wit-) cap set for a point of reverse curvature; 13) along said reverse curve to the right havinc a radius of 25.00 feet, a central angle of 85°43'56", an arc lencth of 37.41 feet and a chore which bears N81°52'45"E, a distance of 34.01 feet to a 1/2" iron rod with cap set for an angle point; 14) N30°57'36"E, a cistance of 65.15 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent curve to t "le richt; Exhibit B-1 FN. NO. 37-338 (HRB) JUNE 6, 2007 PACE 3 OF 5 15) along said curve havinc a radius of 25.00 feet, a central angle of 81.°19' 05", an arc lencth of 35.48 feet, and a chord w hici bears N14°21'53"W, a distance of 32.58 feet to a 1/2" iron rod with cap set for a point of reverse curvature; 16) along said reverse curve to the left having a radius of (91.50 feet, a central angle of 09°41'5E", an arc length of 83.71 feet and a chord which bears N21°26'40"E, a distance o: 83.61 feet to a 1/2" iron rod with cap set for the point of tangency; 17) N16°35'41"E, a distance of 167.19 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the w ight; 18) along said curve having a radius of 552.50 feet, a central angle of 07°33'50", an arc length of 72.94 feet and a chord which bears N20°22' 36"E, a distance of 72.88 feet to a 1/2" iron rod with cap set for the point of tangency; 19) N24°09'31"E, a distance of 1C0.43 feet to a 1/2" iron rod w ith cad set for the north westerly corner hereof, from which a 1/2" iron pipe found for the northwesterly corner of that certain 44 314 acre tract described in a deed to Laredo WO, Ltd., of record in Document No. 2007014.232 of said Official P ublic Records, the same being an ancle point in the irregular easterly line of said 330.24 acre tract, bears N 25°05'52"E, a distance of 26)2.67 feet; THENCE, over and across saic 330.24 acre tract along the northerly line hereof, the following seven (7) courses: 1) S79°14'24"E, a distance of 106.62 feet to a 1/2" iron rod w ith cap set; 2) N67°03'14"E, a distance of 78.34 feet to a 1/2" iron rod wits cap set; 3) N28°59'23"E, a distance of 118.67 feet to a 1/2" iron rod with cap set; N 52°34'11"E, a distance of 142.36 feet to a 1/2" iron rod w its cap set; Exhibit B-1 FN. NO. 07-338 (HBB). JUNE 6, 2007 PAGE 4 OF 5 N81°51'24"E, a distance of 441.51 feet to a 1/2" iron roc w ith: cap set; 6) N56°02'58"E, a distance of 679.82 feet to a 1/2" iron rod w ith cap set; 7) N73°08'45"E, a distance of 430.13 feet to a 1/2" iron roc w ith cap set in the westerly line of that that certain 93.60 acre "Tract A" described in a deed to Arthur Winston Faubion, an undivided 61.5% and Gordon Winston Faubion, an undivided 38.5%, by the Partition and Exchange Deed of record in Document No. 2005043418 of said Official Public Records, for the northeasterly corner hereof, from which a 1/2" iron roc founc for the northwesterly corner of said 93.60 acre tract, also being the southwesterly corner of said 44.314 acre tract, bears N21°21`08"W, a distance of 232.92 feet; THENCE, along a portion of the westerly line of said 93.60 acre t ract, the same being a portion of the irregular easterly line o f said 330.24 acre tract, for the easterly line hereof, the following three (3) courses and aistances: 1) S21°211C8"E, a distance of 621.40 feet to a 1/2" iron rod w ith cap set; S20°57'07"E, a distance of 931.08 feet to a 1/2" iron rod w ith cap set; 3) S20°43'40"E, at a distance of 754.32 feet passing a 1/2" iron ✓ od found and continuing for a total distance of 755.71 feet t o a 1/2" iron rod with cap set in the northerly line of said F.M. Highway 2243 for the southeasterly corner hereof, the same being the point of curvatureof a non -tangent curve to t he richt; THENCE, leaving said 93.60 acre tract, along the northerly line of saic F.M. Highway 2243, the same being a portion of the southerly line of said 330.24 acre tract, for the southerly line hereof, the following two (2) courses and distances: 1) along said curve to the right having a radius of 5689.52 feet, a centralangle of 00°38'26", an arc length of 63.62 f eet, anc a criorc which bears S79°19'11" W, a distance of 63.62 feet to said TXDOT concrete right-of-way monument found, 40-feet left of centerline Station 305+56.60 for the point of tangency; Exhibit B-1 FN. NO. 07-338 (HBB) JUNE 6, 2007 PAGE 5 OF 5 2) S7G°38'20"in, a cistance of 2659.20 feet to the POINT OF BEGINNING, and containing an area of 114.606 acres of land, (4992220 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, DF4062, & 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. 7/7 ENGINEERING -SOLUTIONS MARK A. ZIENTEK 211 WEST SIXTH STREET, SUITE 600 R.P LS. NO. 5683 AUSTIN, TEXAS 78701 STATE OF TEXAS • -,7 GOFT"C:= MARK A. ZIENTEK `• �� 5683 \/:., G slav Exhibit B-1 36.371 ACRES ABG DEVELOPMENT WATER OAK PARKWAY SECTION ONE DESCRIPTION FN. NO. 07-317(HBB) MAY 30, 2007 BPI JOB NO. 1640-12 O F 36.371 ACRES OF LAND OUT OF THE I.& G.N. R.R. SURVEY, ABSTRACT N O. 744; THE J.D JOHNS SURVEY, ABSTRACT NO. 365, THE KEY WEST IRRIGATION SURVEY, ABSTRACT NO. 711; THE D. MEDLOCK SURVEY, ABSTRACT NO. 839; THE W.E. PATE SURVEY, ABSTRACT NO. 836; THE J. THOMPSON SURVEY, ABSTRACT NO. 608; AND THE ISAAC DONAGAN SURVEY, ABSTRACT NO. 178; SITUATED IN WILLIAMSON CCUNTY, TEXAS; BEING A P ORTION OF THOSE CERTAIN 53.61 ACRE AND 314.00 ACRE TRACTS DESCRIBED IN A DEED TO LAREDO WO, LTD., OF RECORD IN DOCUMENT NO. 2007014236 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; A PORTION OF THAT CERTAIN 330.24 ACRE TRACT DESCRIBED IN A DEED TO LAREDO WO, LTD., OF RECORD IN DOCUMENT NO. 20070142E5 OF SAID OFICIAL PUBLIC RECORDS; AND A PORTION OF THAT CERTAIN 203.137 ACRE TRACT DESCRIBED IN A DEED TO LAREDO, WO, LTD., OF RECORD IN DOCUMENT NO. 2007014282 OF SAID OFFICIAL PUBLIC RECORDS; SAID 36.371 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS• BEGINNING, at a 1/2 nch iron rod with cap set on tie northerly ✓ ight-of-way line of F.M. Highway 2243 (80' R.O.W.), the same being the southerly line of said 53.61 acre tract for the southeasterly corner hereof, from which a TXDOT concrete right-of- w ay monument found, 40-feet left of centerline Station 305+56.60 bears N79°38'20"E, a distance of 2659.21 feet, and from which the n ortheasterly corner of said Key West Irrigation Survey, bears approximately N50°27'E, a distance of 2825 feet; THENCE, S79°38'20"W, along the northerly line of said F.M. Highway 2243, the same being the southerly line of said 53.61 acre and Zereof, a distance of 103.00 feet to a 1/2" iron roc with cap set for the southwesterly corner hereof, from which a TXDOT concrete ✓ ight-of-way monument found, 40-feet left of centerline Station 274+82.00 Dears S79°3E'20"W, a distance of 312.40 feet; THENCE, over and across said 53 acre tracts, along a portion n ereof, the following fifty (50) .61 acre, 314.00 acre, and 330.24 of the irregular westerly line courses and aistances: 1) N10°21'39"W, a distance of with cap set for the point left; 2) along angle which 188.35 feet to a 1/2" iron roc of curvature of a curve to the said curve having a radius of 552.50 feet, a central of 16°06'32", an arc length of 155.34 feet and a chore. pears N18°24'54"W, a distance of 154.82 feet to a 1/2" iron rod with cap set for a point of tangency; Exhibit B-1 Fh 07-317 (HBB) MAY 30, 2007 PAGE 2 OF 13 3) N26°28'10"W, a distance of 91.79 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the left ^ 4) along said curve having a radius of 25.00 feet, a central angle of 89°11'29", an arc length of 38.92 feet and a chord which Nears N71°03' S4"in, a distance of 35.10 feet to a 1/2" iron rod with cap set for an angle. point; 2" iron 5) N27°14' 19"W, a distance oof of 5.03 ur�Tatureet ofto a a non/tangent cQ�ve2to cap set for thepint c the left; 6) along said curve having a radius of 25.00 feet, a central angle of 91°11' 32", an arc length of 39.79 feet, and a chord which bears N19°07'36"E, a distance of 35.72 feet to a 1/2" iron rod with cap set for a point of tangency; /2" on rod 7) N26°28'10"in, af distheCe° 150.25 curvature `ofda1 curverto the with cap set point right; 8) along said curve having a radius of 840.50 feet, a central angle of 48°40'55", an arc length of 714.14 feet and a chord which bears NO2°07'42"W, a distance of 692.85 eet to a 1/2" iron rod with cap set for a point of reverse curvature; 9) along saic reverse curve to the left having a radius of 25.00 feet, a central angle of 78°59'53", an arc length of 34.47 feet and a chord which bears N17°17'11"W, a distance of 31.80 feet to a 1/2" iron rod with cap set for an angle point; 1.0) N20°40'46"E, a distance of 66.59 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent cuive to the left; 11) along said curve having a radius of 25.00 feet, a central angle of 93°19'24", an arc length of 40.72 feet, and a chord which bears lvtn 33 a distance of 36.37 feet to a 1/2" � 10"E, iron rod with cap set for a point of reverse curvature; 12) along said reverse curve to the right Having a radius of 840.50 feet, a central angle of 10°38'02", an arc length of 155.99 feet and a chord which bears N35°12'29"distance of 155.77 feet to a 1/2"iron rod with cap for a point c tangency; Exhibit B-1 EN 07-317(HBB) MAY 30, 2007 PAGE 3 OF 13 13) N40°31'30"E, a cistance of 1C3.66 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the left; 14) along saic curve having a radius of 709.50 feet, a central angle of 16°21'59", an arc length of 202.67 feet and a chord w hica bears N32°20'31"E, a distance of 201.98 feet to a 1/2" iron rod with cap set for a point of tangency; 15) N24°09'31"E, a distance of 254.20 feet w ith cap set for the point of curvature left; o a 1/2" iron rod of a curve to t ne 16) along said curve having a radius of 552.50 feet, a central angle of 09°26'33", an arc length of 91.05 feet and a chord w hich bears N19°26'14"E, a distance of 90.95 feet to a 1/2" iron rod with cap set for a point of tangency; 17) N14°42'58"E, a distance of 46.09 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the right; 18) 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 which bears N25°02'36"E, a distance of 227.13 feet to a 1/2" iron .rod with cap set for a point of reverse curvature; 19) along said central angle of 98° 51'54" chord waich dears N14 03' 43"Vv, 1/2" iron rod with cap set for curve to the le an having a radius of 25.00 arc length of 43.14 feet and a distance of 37.98 feet to an angle point; a a a 20) N49°42'10"E, a distance of 58.92 feet to a 1/2" iron rod with cap set for the ooint of curvature of a non -tangent curve to the left; 21) along saic curve having a radius of 25.00 feet, a central angle of 76°01'05", an arc length of 33.17 feet, and a chord w hich bears N82°42'18"E, a distance of 30.79 feet to a 1/2" iron rod with cap set for a ooint of reverse curvature; 22) alone said reverse curve to t-e right having a radius of 633 50 feet, a central angle of 13°30'53", an arc length of 149 43 feet and a cnorr which bears N51°27'12"E, a distance o f 149.0E feet to a 1/2" iron rod with cap set for a point of ✓ everse curvature; Exhibit B-1 'N 07-317 (H3E) MAY 3C, 2007 PAGE 4 Or 13 23) along said reverse curve to the left having a radius 554.5E feet, a central angle of 5°46'12", an arc length 55.84 feet and a chord which bears N55°19'33"E, a cistance 55.82 feet to a 1/2" iron rod with cap set for a point compound curvature; 24) along 25.00 41.03 36.58 point; said compound curve feet, a central angle feet and a chord which feet to a 1/2" iron to the left having a racius of 94°01'42", an arc length bears N05°25'36"E, a distance rod with cap set for o f o f of o f o f o f o f an angle 25) N53°43'34"E, a distance of 67.57 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent curve to the left; 26) along said. curve having a racius of 25.00 feet, a central angle of 73°03' 55", an arc length of 31.92 feet, and a chord which bears N76°33'OC"E, a distance of 29.79 feet to a 1/2" iron rod with cap set for a point of compound curvature; 27) along said compound curve to the left 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 N24°36'03"E, a cistance o f 294.03 feet to a point of tangency; 28) N09°13'34"E, a distance of 287.54 feet to a 1/2" iron rod a curve to the w ith cap set for the point of curvature o left; 29) along said curve having a radius of 1759.50 feet, a central angle of 11°15'06", an arc length of 345.53 feet, ana a chord w hich pears 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) along said compound curve to the left having a radius of 25.00 feet, a central angle of 90°36'32", an arc length of 39.54 feet, and a chore, which bears N47°19'48"W, a distance of 35.54 feet to a 1/2" iron rod with cap set for an angle point; 31) N05°07' 09"W, a distance of 65.15 feet to a 1/2" iron roc witn cap set for the point of curvature of a non -tangent curve to the left; Exhibit B-1 FN 07-317(HBB) NAY 30, 2007 PAGE 5 OF 13 32} along saio curve having a radius of 25.00 feet, a central angle of 93°42'55", an arc length of 40.89 feet, and a orlon: g � „ which bears N41°01'44"E, a cistance of 36.48 feet to a 1/2 iron roc, witn cap set for a point of compouno curvature; 33) along said compound curve to the left raving a radius of 1759.50 feet, a central angle of 10°42'39", an arc length of 328.92 feet, and a chord which bears N11°11'04"W, a cistance of 328.44 feet to a 1/2" iron rod with cap set for a point of tangency; 34) N16°32'23"W, a cistance of 184.88 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the left; 35) said curve to the left having angle of 77°51'19", an arc which bears N55°28'03"W, a ron roc with cap set for an along central a chord a 1/2" a radius of 25.00 feet, a length of 33.97 feet, and cistance of 31.42 feet to angle point; 36) N16°52'35"1A, 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 of25.00feet,feet, and centa ral angle of 91 0C 1 , an arc length of 3 9.71 rd which Pears N40°06'19"E, a distance of 35.66 feet to a 1/2" iron rod with cap set for a point of reverse curvature; 38) along said reverse curve to the right having a radius of 515.50 feet, a central angle cf 63°23'50", an arc length of 570.39 feet and a chord which bears N26°18'05"E, a distance of 541.74 feet to a 1/2" iron rod with cap set for a point of tangency; 39) N58°00'00"E, a cistance of 17.07 feet to a 1/2" iron roc. with cap set for the point of curvature of a curve to the left; 40) 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 N13°C0'00"E, a distance of 35.36 feet to a 1/2" iron rod with cap set for a point of tangency; 41) N32°00'00"W, a distance of 376.49 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to tie left; Exhibit B-1 EN C7-317(HE) MAY 30, 2007 PAGE 6 OF 13 42) along said curve having a radius of 25.00 feet, a central angle of 90°06'37", an arc length of 39.32 feet anca chore. ° 35.39 feet to a 1/2" which bears N77 C� 18 U�, a distance of iron roc with cap set for an angle point; ) N40°41'21"W, a distance of 55.62 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent curve to the left; 44) along said curve having a radius of 25.00 feet, a central angle of 100°19' 44", an arc length of 43.78 feet, and a chore which bears N07°43'32"E, a distance of 38.39 feet to a 1/2" iron rod with cap 'set for a point of compound curvature; 45) along said compound curve to the left having a 538.50 feet, a central angle of 33°21'58", an arc 313.59 feet and a chord which bears N59°07'19"14, a o f 309.18 feet to a 1/2" iron rod with cap set for a tangency; radius of length of distance point of 46) N75°48'18"W, a distance of 378.12 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the left; 47) along saic curve having a radius of 25.00 feet, a central angle of 90°00'00", an arc length of 39.27 feet and a chore w hich bears S59°11'42"W, a distance of 35.36 feet to a 1/2" iron rod with cap set for an ancle point; 48) N75°48'18"W, a distance of 65.00 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent curve to the left; 49) along said curve having a radius of 25.00 feet, a central angle of 90°00' 00", an arc length of 3.9.27 feet, and a chorc which bears N30°48'18"W, a distance of 35.36 feet to a 1/2" iron rod with cap set for a point of tangency; 50) N75°48'18"W, a distance of 390.00 feet to a 1/2" iron roc w ith cap set in the easterly line of that certain 433 acre t ract described in the deed to Anne Vinther Patience, of ✓ ecord in Volume 989, Page 665, of said Official Public Records, the same being the westerly line of said 330.24 acre t ract, from which a 1/2" iron rod with yellow cap stamped "CS, LTD" found bears S14°11'42"W, a distance of 1252.68 f eet; Fh 07-317.(H33) MAY 3C, 2007 PAG7 OF 13 Exhibit B-1 THENCE, N14°11' 42"E, along a portion of the easterly line of said 433 acre tract, the same being a portion of the westerly line of said 330.24 acre tract, for a portion of the westerly line hereof, a distance of 123.00 feet to a 1/2" iron roc with cap set for the nort-Iwesterly corner hereof, from which a nail with washer found bears N14°11'42"E, a cistance of 851 38 feet; THENCE, leaving saic 433 acre acre tract, saic. 203.137 acre along tie irregular northerly (11) courses and Distances: tract, over anc across saic tract and said 33C.24 acre line hereof, the following 314.00 tract, eleven 1) S75°48'18"E, a Distance of ..83.12 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the ✓ ight; • 2) along said curve having a radius of 661.50 feet, a central angle of 43°48'18", an arc length of 505.74 feet and a chord w hich bears S53°54'09"E, a distance of 493.52 feet to a 1/2" iron rod with cap set for a point of tangency; 3) 532°00'OC"E, a distance of 388.44 eet to a 1/2" iron w ith cap set for the point of curvature of a curve left; rod. to the 4) along said curve having a radius of 25.00 feet, a central angle of 90°00100", art arc length of 39.27 feet and a chord w hich bears S77°00'00"E, a distance of 35.36 feet to a 1/2" iron rod with cap set for a point of tangency; N58°00'0C"E, a distance of 820.14 feet to a 1/2" iron rod w ith cao set for the point of curvature of a curve to 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, and a chord which bears N38°59'56"E, a cistance of 364.33 feet to a 1/2" iron rod with cao set for a point of tangency; 7) N19°59'53"E, a distance of 690.87 feet to a 1/2" iron rod w itn cap set for the point of curvature of a curve to the ✓ ight; 8) along said curve naving a radius of 840.50 feet, a central angle of 77°30'57", an arc length of 1137.12 feet, and a chore which bears N58.°45'21"E, a distance of 1052.36 feet to a 1/2" iron roc witn cap set for a point of tangency; Fh 07-317 (HBB) MAY 30, 2007 PAGE 8 OF 13 Exhibit B-1 9) S82°29'10"E, a distance of 308.68 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the left; 1C) along said curve having a radius of 559 50 feet, a central angle of 29°38'13", an arc length of 289.41 feet, and a chord w hich bears N82°41'43"E, a distance of 286.19 feet to a 1/2" iron rod with cap set for a point of tangency; 11) N67°52137"E, a distance of 450.87 feet to a 1/2" iron rod w ith 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 h44°32'58"W, a distance of 1774.09 feet; 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 cistance of 126.00 feet to a 1/2" iron rod w ith 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) 367°52'37"W, a distance of 535.80 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the w ight; 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 w hich oear�� S80°44'05"W, a distance of 285.07 feet to a 1/2" s iron rod with cap set for a point of tangency; 4) N86°24'26"W, a cistance of 401.76 feet to a 1/2" on rod with cap set for the point of curvature of a curve to t-le left; along said curve havinc a radius of 659.50 feet, a central angle of 77°23'48", an arc length of 890.87 feet, a chord which pears 554°53't0"W, a distance of 824.67 feet to a 1/2" iron rod -± cap set for a point of tangency; 6) S16°11'46"W, a oistance 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 FN 07-317(HBB) MAY 3C, 2007 PAGE 9 OF 13 7) along saio curve having a radius of 25.00 feet, a central angle of 81°C8119", an arc length of 35.40 feet, a chord 4°22'24"cistance32.52 feet to a 1/2" ���Zich oars S2 E �, a of iron rod with cap set for an angle point; S09°38'13"W, a distance of 67.43 feet to a 1/2" iron rod wita cap set for the point of curvature of a non -tangent curve to the left; 9) along said curve having a radius of 25.00 feet, a central angle of 98°51'41", an arc length of 43.14 feet, a chord w hich bears S65°37'36"Gr, a distance of 37.98 feet to a 1/2" iron rod with cap set for a point of tangency; 10) S16°11'46"W, a distance of 411.06 feet to a 1/2" iron roc w ith cao set for the point of curvature of a curve to the w ight; 11) alone said curve having a racius of 640.50 feet, a central angle of 41°48'14", an arc length of 467.32 feet, a chorc w hich bears 537°05'53"W, a distance of 457.02 feet to a 1/2" iron rod with cap set for a point of tangency; 12) S58°00'00"W, a cistance of 2E2.92 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the left; 13) along saidcurve having a racius of 25.00 feet, a central angle of 90°00'00", an arc length of 39.27 feet and a chord w hich bears S13°0C'00"W, a distance of 35.35 feet to a 1/2" iron rod with cap set for an angle point; 14) S58°0C'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; 15) 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 w hich bears N77°00'00"W, a distance of 35.36 feet to a 1/2" iron rod with cap set for a point of tangency; 16) S58°00'00"W, a distance of 545.00 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the left; FN 07-317(HBB) NPY 3C, 2007 PAGE 10 OF 13 17) along angle which iron Exhibit B-1 said curve having a of 90°00'00", an arc bears S13°0C1CO"W, a oc with cap set for radius of 25.00 feet, a central length of 39.27 feet and a chord distance of 35.36 feet to a 1/2" an angle point; 18) 551°16'33"W, a cistance of 65.45 feet to a 1/2" iron roc wit-1 cap set for the point of curvature of a non -tangent curve to the left; 19) along sato curve having a radius. of 25.00 feet, a central angle of 99°46' 42", an arc length of 43.54 feet, and a chore, which bears N81°53'21"W, a distance of 38.24 feet to a 1/2" iron rod with cap set for a point of compound curvature; 20) along said compound curve to the left having a radius 552.50 feet, a central angle of 69°45'41", 672.71 feet and a chord which bears S13°20'27"W, a iron rod with cap set for a o f 631.92 feet to a 1/2" tangency; 21) S21°32'23"E, a distance of 137. w ith cap set for the point ✓ ight; of an arc length of distance point of 9 feet to a 1/2" iron rod of curvature of a curve to the 22) along said curve having a radius of 633.50 feet, a central angle of 23°44' 50", an arc length of 262.57 feet aria a chord w hich 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 having a racius of 25.00 feet, a central angle of 85°37'16", an arc length of 37.36 feet and a chore, which bears S40°36'11"E, a istance of 33.9.8 feet to a 1/2" iron rod with cap set for an angle point; 24) SO6°55'46"W, a distance of 64.84 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent curve to the left; 25) along said curve having a radius of 25.00 feet, a central angle of 87°17' 00", an arc length of 38.08 feet, and. a chord which bears S52°52'O4"W, a distance of 34.51 feet to a 1/2" iron rod with cap set for a point of tangency; 26) S09°13'34"W, a distance of 716.43 feet to a 1/2" on rod with cap set for the point of curvature of a curve to the right; Exhibit B-1 EN 07-317(H33) MAY 30, 2007 PAGE 11 CF 13 27) along said curve havinc a radius of 633.50 Feet, a central angle of 28°34' 40", an arc length. of 315.98 feet anc a cnord w-lich nears 323°30'55"W, a distance of 312.71 feet to a 1/2" iron rod with cap set for a point of reverse curvature; 28) along said reverse curve to the left having a radius of 25.00 feet, a central angle of 81°54'26", an arc length of 35.74 feet and a chore. which pears S03°08' 58"E, a distance of 32.77 feet to a 1/2" iron roc. with cap set at an angle point; 29) S40°08'09"W, 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 left; 30) along said curve naving 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 set for a point of tangency; 31) S45°53'48"IA, a distance of 279.46 feet to a 1/2" iron rod with cap set for the point of curvature cf a curve to the left; 32) 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 535°01'40"W, a distance of 208.36 feet to a 1/2" iron rod with cap set for a point of tangency; 33) S24°09'31"W, a distance of 356.37 feet to a 1/2" iron rod wit-) cao set for a point of curvature of a curve to the left; 34) along said curve having a radius of 552.50 feet, a central angle of 07°33'50", an arc length of 72.94 feet anc a chord w hich bears S20°22'36"W, a distance of 72.8.3 feet to a 1/2" iron roc with cap set for a point of tangency; 35) S16°35'41"W, a distance of 167.19 feet to a 1/2" iron rod w ith cap set for the point of curvature of a curve to the. ✓ ight; along said curve having a radius of 494.50 feet, a central angle of 09°41'5E", an arc length of 83.71 feet and a chord w hich bears S21°26'40"W, a distance of 83.61 feet to a 1/2" iron rod with cap set for a point of reverse curvature; Exhibit B-1 FN 07-317(HBB) MAY 30, 2007 PAGE 12 OF 13 37) along said reverse curve to the left having a radius of 25.00 feet, a central angle of 81°19'05", an arc length of 35.43 feet and a chord which bears 314 °21' 53"E, a distance 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 1/2" iron rod wit-1 cap for the point of curvature of a non -tangent curve to the left; 39) along saic curve having a radius of 25 00 feet, a central angle of 35°43' 56", an arc length of 37.41 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 `o the right having a radius of 494.5C feet, a central angle of C3°28'28", an arc length of 29.99 feet and a chordwhich bears S40°45'01"W, a distance of 29.98 feet to a 1/2" iroh rod with cap set for a point of tangency; 41) S42°29115"W, a distance of 81.68 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the left; 42) along said curve having a radius of 434.50 feet, a central angle of 82°44'00", an arc length of 627.40 feet ana a chord which bears S01°07' 15"TA, a distance of 574.30 feet to a 1/2" iron rod with cap set for a point of tangency; 43) S40°14'45"E, a distance of 81.51 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the right; 44) along said curve saving a radius of 494.50 feet, a central angle of 11°05'45", an arc length of 95 76 feet and a chord which bears S34°41'52"E, a distance of 95.61 feet to a 1/2" iron rod with cap set for a point of reverse curvature; 45) along said reverse curve to t-le left having a radius of 25.00 feet, a central angle of 76°46'28", an arc length of 33.5C feet ana a chord which bears S67°32'14"E, a Distance of 31.05 feet to a 1/2" iron rod with cap .set for an angle point; 46) S24°40'17"E a distance of 91.21 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent curve to the left; FN 07-317(HBB) MAY 30, 2007 PAGE 13 OF 13 47) along saic ancle of 88°51'40", which bears S30°51'17"W, a iron roc with cap set for a Exhibit B-1 curve having a radius of 25.00 feet, a central an arc length of 38.77 feet, and a chord a 1/2" distance of 35.00 feet to point of reverse curvature; 48) along saic reverse curve to the right having a radius 494 50 feet, a central angle of 15°12'37", 131 27 feet and a chord which bears S05°53'15"E, a iron rod with cap set for a of 130.89 feet to a 1/2" tangency; an of arc length of distance point of 49)-501°38'04"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; 50) 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 304°21'47"E, a cistance of 115.46 feet to a 1/2" iron rod with cap set for a point of tangency; 51) S10°21'39"E, 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 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. I, MARK A.. ZIEI'TFK, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY STATE THAT THIS DESCRIPTION IS BASED UPON A SURVEY MADE ON THE G2OUND 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 „4.-4. a, „rai. MARK A. ZIEI\TEK, R.P.L.S. N O. 5683 S TATE OF TEXAS 4 ®zo 07 stoi.eea a e..yeaee • ` / aesosa. 42 h4.ARKA�ZIEN.TEK eq 56a �; Tessa° °P4StfPN .0 r 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 O F 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 N O. 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 O fficial Public Records, the same being the westerly line of said 330.24 acre tract, for the northwesterly corner hereof, f rom which the northwesterly corner of said 330.24 acre tract bears N14°11'42"F, a distance of 1078.21 feet and also from which the northeasterly corner of said W.E. Pate Survey bears approximately N59°27'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) S75°4811.8"E, a distance of 125..34 feet to a 1/2" iron rod with cap set for an angle point; 2) N26°21'04"E, a distance of 56.85 feet to a 1/2" iron rod with cap set at the point of curvature of a non -tangent curve to the left; 3) along said curve having a radius of 50.00 feet, a central angle of 57°43'45", an arc length of 50.38 feet, and a chord which bears N87°29'12"E, a distance of 48.27 feet to a 1/2" iron rod with cap set at a point of reverse curvature; 4) along said reverse curve to the right having a radius of 25.00 feet, a central angle of 45°34'23", an arc length of 19.88 feet and a chord which bears N81°24'31"E, a distance of 19.36 feet to a 1/2" iron rod with cap set for the point of tangency; FN 07-351(HBB) JUNE 12, 2007 PAGE 2 OF 9 Exhibit B-1 5) S75°48'18"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 w ight; 6) 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 w hich bears S30°48'18"E, a cistance of 21.21 feet to a 1/2" iron roc. with cap set for an angle point; 7) S75°48'18"E, a distance of 65.0 feet to a 1/2" iron rod with cap set for the point of curvature of a non -tangent curve to the right; 8) 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 w hich bears N59°11'42"E, a distance of 21.21 feet to a 1/2" iron rod with cap set for the point of tangency; 9) S75°48'18"E, a distance of 110.00 feet to a 1/2" iron rod w ith cap set for an angle point; 10) S14°11'42"W, a distance of 78.93 feet to a 1/2" iron rod with cap set; 11) S06°21'29"W, a distance of 203.79 feet to a 1/2" iron rod with cap set; 12) S02°48'07"E, a distance of 135.94 feet to a 1/2" iron rod w ith cap set; 13) S10°16'42"E, a distance of 135.94 feet to a 1/2" iron rod w ith cap set; 14) S20°15'36"E, a distance of 76.47 feet to a 1/2" iron rod with cap set for an angle point; 15) S69°44'24"W, a distance of 115.01 feet to a 1/2" iron rod w ith 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, EN 07-3510HEB)) 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 arc length of 23.82 feet, and a chore. w -lich bears S24°15'02"W, a distance of 21.39 feet to a 1/2" 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 w ith cap set for an angle point; 19) N69°44'24"E, a distance of 265.44 feet to a 1/2" iron rod w ith cap set; 20) N75°28'S8"E, a distance of 118.52 feet to a 1/2" iron rod w ith cap set; 21) N77°06'31"E, a distance of 118.41 feet to a 1/2" iron rod w ith cap set; 22) N80°06'27"E, a distance of 335.08 feet to a 1/2" iron rod w ith 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 N72°47'01"E, a distance of 651.95 feet; THENCE, over ana across said 330.24 acre tract along the easterly line hereof, the following fifteen (15) courses .and distances: 1) S16°32'23"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 said curve having a radius of 1759.50 feet, a central angle of 10°42'39", an arc length of 328.92 feet and a chord which bears S11°11104"E, a distance 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°O1'44"W, a distance of 36.48 feet to a 1/2" iron rod with cap set for an angle point; FN 07-351(HBB) JUNE 12, 2007 PAGE 4 OF 9 Exhibit B-1 4) SC5°07'09"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 90°36'32", an arc length of 39.54 feet and a chord w hich 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 1/2" iron rod with cap set for the point o f tangency; 7) S09°13'34"W, a distance of 287.54 feet to a 1/2" iron w ith cap set for the point of curvature of a curve to ✓ ight; rod the 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 w hich 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 25.00. feet, a central 31.92 feet and a chore. 29.79 feet to a 1/2" point; to the right angle of 73°08'55", an which bears S76°33'00"W, iron rod with cap set having a radius of arc length of a distance of for an angle 10) S53°43'34"h, a distance of 67.57 feet to a 1/2" iron rod with cap set at the point of curvature of a nor -tangent curve to the right; 11) along said curve having a radius of 25.00 feet, a central angle of 94°O1'42", an arc length of 41.03 feet and a chord w hich bears S05°25' 36"W, a distance of 36.58 feet to a 1/2" iron rod with cap set at a point of compound curvature; 12) along said compound curve to the right having a radius 554.50 feet, a central angle of 05°46'12", an arc lencth 55.84 feet and a chord which bears S55°19'33"W, a distance 55.82 feet to a 1/2" iron rod with cap set for a point ✓ everse curvature; o f o f o f o f EN 07-351(HB3) 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 13°30'53", an arc length of 149.43 feet and a chord which Dears S51°27'12h, a distance of 149.0E 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 25.00 feet, a central angle of 76°01'05", an 33.17 feet and a chord which bears S82°42'18"'ri, 30.79 feet to a 1/2" iron rod with cap set; a radius of arc length of a distance of 15) S49°42'10"W, a distance of 58.92 feet to a 1/2" iron rod with cap set at the point of curvature of a non -tangent curve to the left for the southerly corner hereof, from which a 1/2" iron rod with cap found for the southwesterly of said 330.24 acre tract hears 503°52`48"W, a distance of 2411.50 feet; THENCE, over and across said 330.24 southerly line hereof, the following cistances: acre tract, along the three (3) courses and 1) along said non -tangent curve to the left having a racius 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 o f 169.19 feet to a 1/2" iron rod with cap set for the point o f tangency; 2) 383°13'13"W, a distance of 49.66 feet to a 1/2" iron rod with cap set for an angle point; 3) 380°20'05"W, a distance of 155.74 feet to a 1/2" iron rod w ith cap found in the irregular easterly line of that certain 84.07 acre tract described in a deed to GBM Partners, of ✓ ecord 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) N09°39'55"W, a distance of 50.00 feet to a 1/2" iron rod with cap founc for an angle point; Ftv C7-351 (HRB) JUNE 12, 2007 PAGE 6 OF 9 Exhibit B-1 2) N80°20'05"E, a distance of 155.74 feet to a 1/2" iron rod w ith cap found for an angle point; 3) N21°C6'31"W, a distance of 186.44 feet to a 1/2" iron rod w ith cap found; 4) N30°29'37"W, a distance of 233.35 feet to a 1/2" iron rod w ith cap found; N23°41'11"W, a distance of 528.84 feet to a 1/2" iron rod w ith cap found for an angle point; 6) S66°44'24"W, a distance of 125.00 feet to a 1/2" iron rod w ith cap found for an angle point; 7) N23°41'11"W, a distance of 409.01 feet to a 1/2" iron rod w ith cap found for an angle point; 8) N68°45'39"E, a distance of 108.54 feet to a 1/2" iron rod with cap found for an angle point; 9) N21°14'21"W, a distance of 714.47 feet to a 1/2" irdn rod w ith cap found in the easterly line of said 433 acre tract for the northeasterly corner of said 84.07 acre tract and for an angle point in the irregular westerly line of saic 330.24 acre tract and hereof; FN 07-351(HBB) JUNE 12, 2007 PAGE 7 OF 9 Exhibit B-1 THENCE, N14°11°42"E, along a portion of the easterly line of said 433 acre tract, the same being a portion of the irregular westerly line of said 330.24 acre tract, for a portion of the irregular westerly line hereof, a distance of 430.61 feet to the POINT OF BEGINNING, and containing an area of 48.191 acres of land, (2,099,216 square feet), more or less, within these metes and bouncs. 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, DF5999, DF4062, & 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 APRLL - JULY, 2006. THIS DESCRIPTION WAS PREPARED TO ACCOMPANY A FINAL PLAT. BURY & PARTNERS, INC. ENGINEERING -SOLUTIONS 211 VEST SIXTH STREET, SUITE' 600 AUSTIN, TEXAS 78701 MARK A. ZIENTEK R.P.LS. NO. 5683 STATE OF TEXAS a.5 u "tsisrF-, P. 4 3 . F1Ji�.:r q<, „ ” � e � ..o bo� fir." Li: ' r.. NOR THWES I LRLY CORNER Exhibit B-1 APPROXIMATE 330.24 AC. (DOC #2007014285r NORTHEASTERLY CORNER BEARS N14'11'42"E 1078.21' OF WE. PATE SURVEY BEARS N59 27'E 7705' P.O.B. OF LAREDO WO, LTD. 01 -C3 C4 ANNE VJNTHER PATIENCE TRAC I ' B" VOL. 989, PG. 665 0 200, 400 600 800 1 ": 400' • 0 P.O.B. /'` LEGEND 1/2" IRON ROD FOUND 1/2" IRON ROD SET POINT OF BEGINNING i 7 \GBM PARTNERS 1 (54.07 AC,) } DOC. NO. 2007032272 L24 C5 co PAT r 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 6 48.191 ACRES 2,099,216 SQ.FT. cP 1/2" IRON PIPE FOUND FOR NORTNWES I LRL Y CORNER OF LAREDO WO, LTD. 44.314 AC. (DOC #2007014282) 01" LAR r0 WO, LTD. (33•.24 AC.) DOC. NO\ 200701 4285 r N \ C16 L23. j J \ SOU THWESILRLY CORNER C16 L22` \ OF LAREDO WO, LTD. Go 0 04 O '• C11 C12 C13 330.24 AC. (DOC #2007074285) BEARS S03 52'48"W 2411.50' N72.47 6 C7- C8 / 4 P O o ‘11900004intutinvattinia* MARK a ZIENTEK L G G� s,-� i Bury+Partners ENGINEERING S OLUTION S 221 Rest Sixth Street, Suite 800 Austin, Texas 787D.1 Tel. (512)328-0011 Fax (512)328-0325 Bury+Partners, Inc. ®Copyright 2007 SKETCH TO ACCOMPANY DESCRIPTION OF 48.191 ACRES OF LAND OUT OF THE 1. & 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 1MLUAMSON COUNTY, TEXAS; BONG A PORTION Of THAT t .RTAIN 330.24 ACRE TRACT DESCRIBED IN A DEED TO LAREDO WO, LTD , OF RECORD IN DOCUMENT NO. 2007014285 OF SAID OFFICIAL PUBLIC RECORDS OF WWI_IAMSON COUNTY, TEXAS. ABG DEVELOPMENT SHEET 8 OF 9 DATE: 06/12/07 FILE: H: \164012EX2.dwg FN No.: FN07-351HBB DRAWN BY: HBB PROJ. No: 1640-12 LINEXnM-E NO. BEARING DISTANCE L1 S75'48'18"E 125.04' L2 N26'21'04"E 56.85' L3 S75.48'1.8"E 198.94' L4 S75'48'18"E 65.00' L5 575.48'18"E 110.00' L6 S14'11'42"W 78.93' L7 S06'21'29"W 203.79' L8 I S02°48'07"E 135.94' L9 S1016'42'E 135.94' L10 S20'15'36"E 76.47' L11 369.44'24'W 115.01' L12 S1927'20' E 55.01' L13 S2114'21 "E 104.76' L14 N69'44124"E 265.44' L15 N75'28'58"E 118.52' L16 N77'06'31"E 118.41' L17 N80°06'27"E 335.08' L18 S16'32'23"E 97.98' L19 SO5'07'09"E 65.15' L20 S0913'34"W 287.54' L21 S53°43'34"W 67.57' L22 S49'42'10"W 58.92' L23 S83'13'13'W 49.66' L24 58020'05'"W 155.74' L25 N09'39'55"W 50.00' L26 N802010511E 155.74' L27 N21 `06'31 "W 186.44' L28 N3029'371'W 233.35' L29 N23'41'11 "W . 528.84' L30 S66'44'24"W 125.00' L31 N23'41111 "W 409.01' L32 N68'45139"E 108.54' L33 N21'14'21"W 714.47' L34 N1411142"E 430.61' 6v • cam',, o,. Em o ao co if/ vsnaco44,044 ca°aauusn ` + I MARK A.Z{ENItK i A461,444%444440a4.09040 •0.5683� ., , _\f .:•i _J CURVE TABLE NO. DELTA RADIUS ARC CHORD CHORD BEARING Cl 57'43'45" 50.00' 50.38 48.27' N87'29'12"E C2 45'34'23" 25.00' "E 19.88' 19.36' N81'24231 C3 90'00100" 15.00' 23.56' 21.21' 530'48'18"E C4 90100'00" 15.00' 23.56' 21.21' N5911'42"E C5 90'58'45" 15.00' 23.82' 21.39' S24'157021'W C6 10'42'39" 1759.50' 328.92' 328.44' S11'11'04"E C7 93'42'55" 25.00' 40.89' 36.48' S41.01'44"W C8 90'36'32" 25.00' 39.54' 35.54' S47'19148"E C9 11'15'06" 1759.50' 345.53' 344.98' S03'36'01 "W C10 30'44158" 554.50' 297.59' 294.03' S24'36'03"W C11 73'08'55" 25.00' 31.92' 29.79' 376'33'00"W C12 94'01'42" 25.00' 41.03' 36.58' SO5'25'36"W C13 5 46'12" 554.50' 55.84' 55.82' S55'19'33"W C14 13'30153" 633.50' 149.43' 149.08' S51'2712"W C15 76°01'05" 25.00' 33.17' 30.79' S82'42'181'W C16 3610' 5" 27250' 172..03' 169.19' N81'34'47"W Bury+Partners ENGINEERING SOLUTIONS 221 lfegt Sixth Street, Suite 600 Austin, Tezag 78701 Tel. (512)328-0011 Fax (512)328-0325 Bury+Partners, Inc. c'Copyrigbt 2007 SKETCH TO ACCOMPANY DESCRIPTION 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 SAID OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. ABG DEVELOPMENT SHEET 9 OF 9 DATE:06/12/07 FILE: H: \164012EX2.dwg FN No.:FN07-351HBB DRAWN BY: HBB PROJ. No: 1640-12 0 a 992 ACRE WATER OAK UTILITY E 0.992 A. S':MOT, PORTION 0 CITY OF 1.99968547 AND BEING T DESCtRIPTi.ON R ..1 t FFB 11-407 EMBER 5 JOB NO. 20101399 EN, D) 1.1 l03 Id ND OUT' OF THE KEY EST IRRICA`I'IO°N CO SURVEt 711, SITUATED IN WILLI MSON COUNTY, TEXAS, BEING A ,HAT CERTAIN] :15-- OOT UTILITY EASEMENT GRANTED TO THE RGEToWN, BY INSTRUMENT OF RECORD "? N DOCUMENT NO, OF THE OFFICIAL RECORDS 0-=' SW1TT.T IAMSON COUNTY, TEXAS, OUT OF THE FO LO ING TRACTS: THAT CERTAIN 330.24 ACRE TR}\c:T CONV:F',YEI) TO :rARFDQ WO, LTD., BY DEED OF RECORD IN DOCUMENT NO. 20070142.55, OF THE OFFICIAL. PUBLIC. RECORDS OF WIL,LIAMSON COUNTY, TEXAS, AND THAT CERTAIN 6 190 ACRE" TRACT CONVEYED TO LAREDO WO, LTD., BY DEED OF RECORD IN DOCUMENT NO. 2009022903., O F SAID OFFICIAL PUBLIC RECORDS; SAID 0.992 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED E? METES AND BOUNDS AS FOLLOWS: COMMENCING ✓ ight cif --way line of. that Drei o f said 0 corner THENCE., along t line caicula o f reco h ere-c)f e 1/2- of csrta: by .i.al Publ a i c.} 6 . 190 )ch iron rod , i..th cap set on the norther i y 9. 2243 ,H01 R.O.W. ), being the souther 61 acre tract conveyed to Thomas rd in Document No. 2006006 339f '.orris, also beanq the thwester.ly e tri3.c ;. A 2Ei 2.5` 0q leav :n remainder_ f said said 6.190 acre Lrac d, THENCE, N ✓ emainder o said 6 1.90 ✓ eco: to. a Eases: ly right -ca . t1a y ct, being the we dist nc;e of 25.66 feet to point on the southe]..iy line of aid Utility E .cement for the POINT OF BE.c INNING and southwesterly corner Cre t' for the calculated p nt of record, lnui nq along the ea .61 acre tract, being t. over and across said Ut erly line hereof, a distance of 19.24 the nor�t.} er.ly line of said Utility for the nor ihwesrerly corner. he ,of; line rly Easement of 1.4 1 --21C)7 ( PE: C: MBER .5r 2011 PAGE; 2. Ok' THENCE • acre tract, over 330. acre t 'Easement of record, y rss nt the no_ the :or the. northerly (2) courses and distances ne of the rex:ta::i nd.er- said r ii.O acre line here° of quid act and said Uti the follos ing N738' 20"E, a tia_stande ejE 281F . }1 fc et to <a calculated paint at the bEc3iizning of a non -tangent curve tc the left.; Along said. curve, having a radius of 5654.58 feet, a central angle of Cl0°34' 47", a-r arc length oaf 57,22 feet, and. a chord which bears 79°20' 57"E, a di tan ;e of 57.22. feet to a calculated point on the easterly l: ine of said 330 4 24 acre tract, being thsterl.y line of that cer 76.00 acre tract conveyed tt George Winston F'aubion,- by Deed- of record in Document No. 2005101511, of said Official Public Records, fc�r the northeasterly comer, her.:eat THENCE, St..Q°44'17"E, along the we tract, being the. easterly line .nd actos;s said Ctilit“ Line hereof, a distance he southerly line. of utheasterly corner here �:ap set at the southeasterly being on said northerly. right-o S20°4.4' 17"E, a. distance of 20.29 ly li e of s 330.24 acr for 15.27 feet Utility fret which. a ex_ of s way line et; THENCE, leaving the westeriy 1i and across' :said .24 a r.. trac along the southerly line oaf said Utility Easenent at rec-o the southerly line hereof, distances: 76.00 tract, over, he erly point on rd, for' the on rodl.th id 3,30 . '4 acre 2243, bea. 1) Along a n.on-ta 5669.58 of 59.96 distance of said curve; oz*er act, for he following two (2) c`:O\ rse5 and. f 6:.00 acre tract 190 acre env: curve to the right, having a radius cif central angle of 00°36'21", an arc length- t, and a chord which bears S790 2rr 1.0" W, a 59. 96 feet to a caiculated point at the. end of q 11--4(" ;ACO DEC'EMUER ! , 2011 r t A'G E 3 9 ?C"Et;, a d.s BEGIN/ ]NG, and con ild, rar I 828 0.992 acre }71 it these me BEARING BASXS: TEXAS C3Of.O'INT S'LSTEM, NAD TSH D BY INS OPUS SC LOTION USING A.I='C 638, . r5s ' f r'4062, & DE 999, AIRAM C. OASHNE R, A REG HEREBY STATE THAT THIS GI 3'I` THE GROUND UNDER MY • Aw I) CO R7CT TO THE E3ES! U PAR ".='N ;Et a, 1c71 TN}EERS aCU � VEYOR WE‘ t' VEtS3T SIXTH Sa�REE!t, JsAINp TEXAS ,`JTERE u PRO PTJC)N ACT= QN AND MY ABILITIES 0 r, 7T_. to the ) bounds CEI\TRAL -UNE, J1..4 Q, ;S: ON1AL LAN) SURVEOR, DO BASED U FON A SURVEY Y MADE ER i I C} AND T S TR AN GORDON WI S O-N1 FAUI31i�1 7c,120 ACRES DOC. NO, CO 7 10151 1 DOC, NO. J99136854/ -. 1 A.F.DO r S LTD ?i30,24 } f .ES D a NO.. 200701 0292 ACRE (43,217 SQ. ET .REDO .1 J)OC, N '09C 22803 i00b -339 Bi:i. Ty 1 Partners tUfERtf G $0tIJTkat13 BOO D A TL: 12/5/11 FILE: fi''\101399\ LEGEND 1 /2" IRON ROD SET POINT DE COMMENCE TENT POINT OF BEGINNING URVE TABLE RADIUS LA?P LENGTH CHORD :5 .53 i 57.2 5`i 7.2 SKETCH TO ACCOMPANY DESCRIPTION ©F 0.992 ACRE OF LAND OUT OF 11-IE '<EY VEST IRRICA11ON SURVI.Y, ABSTRACT NO. 711, $0,1A1, P IN W.L1.1,6MASON COUNTY, TEXAS, BENG A Pc fl1ON OF NA'T CERTAIN 33O.24 ACRE MACT CF l AN') CONVEYED TO LAREDO WO, L1D... BY DEFD OE RECORD Il>! DOCUM;€Yi NO. 2007011265, AND BAT CERTAIN 6,100 ACRE TRACT CONVEYED TO LAREDO, WO, LTD., BY DEM CIE RECORD W. DOCUMENT NO, 2009022803, 11011-4 CIF THE OFFICIAL PUBLIC RICO DS OF W.LLI.AMSON COUNTY, TEXAS. No,;11=-4C7l(ACD LINE TABLE BEARING N 28'25'04 t 44'1 1" E 0 REDO WO, LTD