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RES 071007-L - ANX Water Oak San Gabriel
1 ESOLUTION NO. 0 7 10 0 7ffi L. A Resolution of the City Council of the City of Georgetown, Texas, Granting a Petition for Voluntary Annexation of Approximately 268.30 acres, more or less, in the I.&G N. RR Survey, J.D. Johns Survey, The Key West Survey, D. Medlock Survey, W.E. Pate Survey, J T. Church Survey, J. Thompson Survey, and Isaac Donagan Survey for Water Oak at San Gabriel Phase 1, Phase 3, Phase Al, and Phase 2, Owned by Galo Properties; and Directing Publication of Notice and Public Hearings for Proposed Annexation 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 Section 43.028, by written petition through a development agreement, properly acknowledged, to annex said area of land into the City of Georgetown, to -wit: All of that certain 268.30 acres, more or less, in the I &G.N. RR Survey, J.D. Johns Survey, The Key West Survey D. Medlock Survey, W.E. Pate Survey, J. T. Church Survey, J. Thompson Survey, and Isaac Donagan Survey for Water Oak at San Gabriel Phase 1, Phase 3, Phase Al, and Phase 2, located north of RR 2243 and east of Escalara Subdivision, that is more particularly described by metes and bounds in Exhibit "A," and shown on the map attached hereto as Exhibit "B," both of which Exhibits are attached hereto and incorporated herein by reference as if set forth in full; and WHEREAS, the said area of land, is contiguous to the existing city limits of the City of Georgetown, and is vacant and without residents or has fewer than three qualified voters residing on it. NOW THEREFORE, BE IT RESOLVED BY THE CITY COL N CIL OF THE CITY OF GEORGETOWN, TEXAS 'I hat the said Petition, being proper and according to law, shall be, and it is hereby, granted; and, further, the City Secretary is directed to commence the publication of notices of two public hearings to be held July 10, 2007, and on July 24, 2007 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 August 14, 2007, and on or before October 23, 2007, the consideration of the passage of an ordinance annexing said area into the City of Georgetown. PASSED AND APPROVED this the 10th day of July, 2007. ATTEST: Sandra D. Lee, City Secretary Approvas to Form: Patricia E. Carts, Brown & Carls, LLP City Attorney es. .'hoot-L Annexation Resolution Water Oak at San Gabriel Pagel ofl EXHIBIT A c. \ \\c� S.H. 29\ ill 1 ,it I � v NMI i i. � s>n \` /)r, / \ t / / r' J It 1 t/ l7' �,� �� A �I IPE1a,SE I; -----NJ/ \ ;� i }`, i -!it, 1 ` __ __�,�� 5.25- r '/ , /' \ l J _ hr \, f /" ( \ / III ��---, 1 I x ;/� \IFt,PHtis —/I �•. s 1 ; \�\ 1. I 1 , LEGEND PROPOSED DESCRIPTION I PHASE I AND III '' 071 exhi s . — — — — CITY OF GEORGETOWN CITY LIMITS Bury+Partners WATER OAK AT SAN GA RIEL ENGINEERING SOLUTIONS EXHIBIT 1 3345 Bee Caves Road, SITE Suite 200 LOCATION MAP Austin, Texas 78746 Tel. (512)328-0011 Fax (512)328-0325 GALO PROPERTIES Bury+Partners, Inc. ©Copyright 2006 DATE: 6/19/07 I SCALE: N.T.S. DRAWN BY: DAZ FILE. G:\1640\12\EXHIBITS\164012EXH55 PROJECT No.: 1640-12.00 s. �. .. I( \ 1 � I i 1 a• \ 1 \i' . \ f� 1 G!- ` �? \ =� S.IH. \ 29 \� \, tet.- { /Ay_,„,,ii.,' -<>- ' \y/ „" i f / i �� )474.7 NI 1 11% ji \ 4i. ,1 1`�// 7� L'�'l \� 1 p 1 / Ik 1 ��� '-rj lr, LEGEN D j PROPOSED DESCRIPTION PHASE Al - — — - I CITY OF GEORGETOWN CITY LIMITS ark ers WATER OAK AT SAN GA RIEL q ENGINEERING SOLUTIONS 3345 Bee Caves Road, Suite 200 EXHIBIT f 1 Austin Texas 78746 SITE LOCATION MAP Tel. (512)328-0011 Fax (512)328-0325 GALO PROPERTIES Bury+Partners, Inc. ©Copyright 2006 DATE: 6/19/07 SCALE: N.T.S: DRAWN BY: DAZ FILE: G:\1640\12\EXHIBITS\164012EXH60 PROJECT No.: 1640-12.00 S \ �l/ \ �1 -if' - �\ N \ A \ \�/\� : I/ \ ° 11 / 29 \ �j� 1 l I Sri � /i/ �I. \ ) \ 7� ' �� xivrx I _ / �� A� ���) 1 t i V,., \ /1 \ r.\ 1,2 PHASE !� �� `1 � J, —i—�sl �, % t �ii1 ) 3- f-2V Kv i J/ / �` �� y \ :j J% % 1 I( r- r / 1 3 ✓/_ 7 % ;� , ram/ i. -\ --L tJ \ I '�� ''‘ / ; __v ‘� / { c.. ' t� . ✓ (.7 \ � l/ � s " ; R 1 I , j t E LEGEND PROPOSED DESCRIPTION PHASE II {' - ro — — — CITY OF GEORGETOWN CITY OMITS 0 Bury + art n r'S WATER OAK AT SAN GA RIEL ENGINEERING 3345 Bee Caves SOLUTIONS Road, Suite 200 EXHIBIT 1 SITE LOCATION MAP Austin, Texas 78746 Tel. (512)32B-0011 Fax (512)328-0325 GALO PROPERTIES Bury+Partners, Inc. ©Copyright 2006 DATE: 6/19/07 SCALE: N.T.S. DRAWN BY: DAZ FILE: G:\1640\12\EXHIBITS\164012EXH56 PROJECT No.: 1640-12.00 EXHIBIT B 69.133 ACRES ABG DEVELOPMENT W ATER OAK PEASE 1 DESCRIPTION FN. NO. 07-343 (r33) JUNE 8, 2007 BPI JOB NO. 1640-12 O F 69.133 ACRES OF LAND OUT OF THE I. & G.N. R.R. SURVEY, ABSTRACT NO. 744; THE J.D. JO_iNS SURVEY, ABSTRACT NO. 365; T_ E W.E. PATE SURVEY, ABSTRACT NO. 836; AND THE J. THOMPSON SURVEY, ABSTRACT NO. 608; SITUATED IN WILLIAMSON COUNTY, TEXAS, BEING A P ORTION OF THAT CERTAIN 330.24 ACRE TRACT DESCRIBED IN A DEED TO LAREDO WO, LTD., OF RECORD IN DOCUMENT NO. 2007014285 OF SAID O FFICIAL PUBLIC RECORDS; AND A PORTION OF THAT CERTAIN 44.314 ACRE TRACT DESCRIBED IN A DEED TO LAREDO, WO, LTD., OF RECORD IN DOCUMENT NO. 2007014232 OF SAID OFFICIAL PUBLIC RECORDS; SAID 69.133 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING, at a 1/2" iron rod with cap found for t-e n orthwesterly corner that certain 93.60 acre "Tract A" descriaec in a deed to Arthur Winston Fau.oion, an unaiviaec 61.5% and Gorgon Winston Faubion, an undiviced 38.5%, by the Partition anc Exchange Deed of record in Document No. 2005043418 of saic O fficial Public Recores, the same being the southwesterly corner o f saic 44.314 acre tract ana for an angle point the irrecular soutgerly line hereof; from which the approximate southeasterly corner of said I & G.N R.R. Survey bears S21°15'E, a cistance o f 1140 feet; THENCE, over anc across saic 330.24 acre tract along a ortion o f the irrecular soutgerly line gereof, the following eicht (8) courses and cistances: 1) S21°21'51"E, along a portion of the westerly line of said 93.60 acre tract, a cistance of 232.92 feet to a 1/2" iron roc. with cap set for an angle point; 2) S73°08'45"W, leavinc saic 93.60 acre tract, a cistance of 430.23 feet to a 1/2" iron roc with cap set; 3) S56°02'58"W, a cistance of 679.82 feet to a 1/2" iron rod with cap set; FN. NO. 07-343 (E?B) JUNK 8, 2007 ?ace 2 of 7 4) S81°51'24"W, a aistance o= 441.51 feet to a 1/2" iron rod w itn cap set; 5) S52°34'11"W, a distance of 142.36 feet to a 1/2" iron rod with cap set; 6) S28°59'23"W, a distance of 118.67 feet to a 1/2" iron roc, w itn cap set; 7) S67°03'14"W, a cistance of 78.34 feet to a 1/2" iron roc, with cap set; 8) N79°14'24"W, a cistance of 106.62 feet to a 1/2" iron rod with cap set for the southwesterly corner hereof, from which a 1/2" iron roc with cap found for the describea southwesterly corner of saia 330.24 acre tract bears S02°19'41"W, a distance of 1876.34 feet; THENCE, over anc. across said 330.24 acre tract along the irregular westerly =ine hereof, the following twenty-two (22) courses and cistances: 1) N24°09'31"E, a distance of 255.94 feet to a 1/2" iron roc. with cap set for the point of curvature of a curve to the ✓ icht; 2) along saio curve angle of 21°44'17", wnic iron roc _pears N with -laving a radius of 552.50 feet, a central an arc lenctn of 209.62 feet anc a chore. 35°01'0"E, a distance of 208.36 =eet to a 1/2" cap set for tne point of tangency; 3) N45°53'48"E, a cistance of 279.46 feet to a 1/2" iron rod with cap set for the point of curvature of a curve to the ✓ ignt; 4) along said curve naving a racius of 25.00 feet, a central angle of 90°00'00", an arc length of 39.27 feet anc a snore wnich bears S89°06'12"E, a cistance of 35.36 feet to a 1/2" iron rod with cap set for an anyle point; 5) N40°08'09"E, a distance of 65.33 feet to a 1/2" iron rod with cap set for tne point of curvature of a non -tangent curve to tne right; TN. NO. 07-343(HBB) JUNE 8, 2007 Pace 3 o= 7 6) along said curve havinc a radius of 25.00 feet, a central angle of 81°54'26", an arc length of 35.74 feet, anc a chord w hich bears 1\03°08' 5 "W, a distance of 32.77 feet to a 1/2" iron roc, with cap set for a point of reverse curvature; 7) along said reverse curve to the left havinc a radius of 633.50 feet, a central angle of 28°34'40", an arc length of 315.98 feet and a chorc 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 ✓ 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 nich bears N52°52'04"E, a distance of 34.51 feet to a 1/2" iron roc with cap set for an ancle 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 angle said curve havinc a radius of 25.00 feet, a of 85°37'16", an arc length of 37.36 feet, ana central a chora w hich bears N40°36'11"W, a cistance of 33.98 feet to a 1/2" iron roc with cap set for a point of reverse curvature; 12) alone saia reverse curve to the left Having a radius of 633.50 feet, a central ancle of 23°44'5C", an arc length of 262.57 feet and a chord which bears N09°39158"W, a distance o f 260.69 feet to a 1/2" iron rod with cap set for the point o f tancency; 13) N21°32'23"W, a cistance of 137.89 feet to a 1/2" iron roc with cap set for the point of curvature of a curve to the ✓ ight; 14) along saia curve having a radius of 552.50 feet, a central ancle of 69°45'41", an arc length of 672.71 feet and a chord which Dears N13°20'27"E, a cistance of 631.92 feet to a 1/2" iron roc, with cap set for a point of compound curvature; FN. NO. 07-343( JJNE 8, 2007 Pace 4 of 7 15) along 25.00 43.54 38.24 point; BB) said compound curve feet, a feet anc. feet to central angle a chorc. waica a 1/2' iron to the rigat saving of 99°46'42", an bears S81°53'21" r roc with cao set 16) N51°16'33"E, a distance of 65.45 feet to a cap set or the northwesterly 1/2" iron rod with said 330.24 acre 3132.69 feet; corner aereof, cap found for the nort tract sears N49°50'33 a radius of arc lencta of a cistance of for an ancle 1/2" rocwith whicn a neasterly corner of "E, a distance of iron from THENCE, over and across saic 330.24 acre and 44.314 acre tracts along the irregular northerly line (9) courses anc distances: aereof, tne following nine 1) S32°0C'00"E, a cistance 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 navinc a racius of 15.00 feet , a central angle of 90°00'00", an arc length of 23.56 feet and a chorc wnich bears S77 °00' 00"E, a cistance of 21.21 feet to a 1/2" iron rod wits cap set for an angle Point; 3) S32°00'C0"E, a distance of 55.00 feet to a 1/2" iron roc with cap set for tne point of curvature of a non -tangent curve left; along saic curve Zavinc a radius of 15.00 feet , a central ancle of 90°00'30", an arc length of 23.56 feet , and a chorc whicq bears S13°00'00"W, a distance of 2.1.21 feet to a 1/2" iron roc, with cap set for the point of tangency; 5) S32°CO'00"F, a distance o w ith cap set; 6) N58°00'00" w ith cap set; 115.00 feet to a =/2" iron roc a distance of 125.16 feet to a 1/2" iron roc 7) S32°00'00"E, a distance of 132.71 feet to a 1/2" iron roc_ w ith cap set; 8) 550°32'35"E, a distance of 153.72 feet to a 1/2" iron rod w ith cap set; FN. NO. 07-343(H3B) JUNE 8, 2C07 Pace 5 of 7 9) S62°00'00"E, a Distance of 1251.77 feet to a 1/2" iron roa with cap set in the westerly line of that certain 78.399 acre t ract c.escribec in a deec to Lareco W0, Ltc., of retort in Document No. 2007014282 of saio. Official Public Recores, the same being tne easterly line of saio 44.314 acre tract for t he nortzeasterly corner hereof, from whicg a 1/2" iron roc. wits cap founa for an angle point in tne easterly line of saio. 44.314 acre tract pears N29°55'31 a aistance of 230.05 feet, THENCE, along the westerly line of saio 78.399 acre tract, the same beinc the easterly line of sai 44.314 acre tract ant h ereof, the following two (2) courses ant. distances: 1) S29°55'31Th, a distance of 95.89 feet to a 1/2" iron roc, with cap found; 2) S17°33'05"E, a cistance of 488.97 feet to a 1/2" iron rod with cap founa in the northerly line of said 93.60 acre tract, for tge soot -westerly corner of saio. 78.399 acre t ract, t-ie salve beinc the southeasterly corner of saio 44.314 acre tract and gereof; THENCE, S69°32'42"W, along a portion of the northerly line of sai c 93.60 acre tract, the same peinc the southerly line of saio. 44.314 acre tract, for a portion of tge southerly line hereof, a d istance of 922.47 feet to tge POINT OF BEGINNING, ana containinc an area of 69.133 acres of lane, (3,011,441 scuare feet), more or less, within tnesc metes anc..00unes. BEARING BASIS: TiE 3ASIS OF BEARINGS FOR THIS SURVEY IS THE TEXAS COORDINATE SYSTEM, NAD83(96) CENTRAL ZONE, ESTABLISHED 3Y N GS OPUS SOLUTION LSING CORS STATIONS DF5370, AF9638, DE5999, DF4062, & DE5999. I, MARK A. ZIENTEK, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO FEREBY STATE THAT TPIS 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 MARK A. ZIENTEK 211 WEST SIXTJ STREET, SUITE 6C0 R.P.LS. NO. 5683 AUSTIN, TEXAS 78701 STATE OF TEXAS L Y . -f 1 o7 N'r �tSi� 04 tv Le "=v' t t ..auasoacbbooaaec 1 00. 0 200 400 600 800 1 "=400' r: <<� C6 C5 LEGEND 03 • 0 P.O.B. f 1/2'IRON ROD FOUND 1/2" IRON ROD SET POINT OF BEGINNING • C3 \ C2 Ab L8 •L'I • • N L4 CV L15 C9 0 SOUTHWESTERLY CORNER 330.24 AC. S0219'41 "W 1876.34' Bury Partners ENGINEERING SOLUTIONS 221 West Sixth Street, Suite 600 Austin, Texas 76701 Tel. (512)328-0011 Fax (512)328-0325 Bury+Partners, Inc. o opyright 2007 •• L16 L17 L18 • IF• • NORTHEASTERLY CORNER • 330.24 AC. N49 50'38'E 3132.69' C6 C5 21 0 \ 7 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 LAREDO WO, LTD. (73.399 AC.) DOC. NO. 2007014282 LAREDO WO, LTD, (44.314 AC.) DOC, NO, 2007014232 117 69.133 ACRES 3,011,441 SQ.FT. LAREDO WO, LTD. (330.24 AC.) DOC. NO. 2007014235 2 0 / APPROXIMATE / SOUTHEASTERLY CORNER 1. & G.N. R.R. SURVEY 5 P.O.B. / Le‘'41 ti 49. TRACT A (93.60 AC.) DOC, NO. 2005043418 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. \ 4- C.f E 14.4 C)-. ce cy,`s <�n Oxt.1 «:6F • ABG DEVELOPMENT SHEET 6 OF 7 DATE: 06/08/07 I FILE: H: \164012EX1.dwa 1 FN Nn.•FNfl7—.34.iHRR 1 flPAWN RY. HRR PPn.I Mn• 1Rdn_10 LINE TABLE NO. BEARING DISTANCE L1 S21`21'51"E 232.92' L2 S73°08'45"W 430.23' L3 S56'02'58"1/41 679.82' 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 N40'08'09"E 65.33' L12 N09'13'34"E 716.43' L13 N06'55'46"E 64.84' L14 N21'32123"W 137.89' L15 N5116'33"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 550'32'35"E 153.72' L22 S62'00100"E 1251.77' L23 S29'55'31 "W 95.89' L24 S17'33`05"E 488.97' L25 S69'32'42"W 922.47' CURVE TABLE NO. DELTA RADIUS ARC CHORD CHORD BEARING C1 21'4417" 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' S0508'58"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' S52'52'04"W C6 85'37'16" 25.00' 37.36' 33.98' S40'36111 "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' 313'20'27"W C9 99'46'42" 25.00' 43.54' 38.24' N81'53'21"W 010 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 - Ll .. E.';, ' ,. Bury+Partners ENGINEERING SOLUTIONS 221 West Sixth Street, Suite 600 Austin, Texas 78701 Tel. (512)328-0011 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 D ELOPMENT SHEET 7 OF 7 DATE: 06/08/07 I FILE: H: \164012EX1.dwo I FN No.:FN07-343HBB I DRAWN BY: HBR PROIL Nnc 1640-17 114. 606 ACR S ARG DEVET!ORMENT WATER OAKS ?LASE 3 DESCRIPTION OF 114.606 ACRES OF LAND 0- ABSTRACT NO. 711; THE J.T. C J.D. JO=NS SURVEY, ABSTRACT SURVEY, ABSTRACT NO. 744; S= FN. NO. 07-338 (_33) JJNE 6, 2007 BPI JOB NO. 1640-12 O F T _E <EY WEST IRRIGATIO1\ SURVEY, RCH SURVEY, ABSTRACT NO. 14 C ; THE N O. 365; AND T _F I. & G.N. R.R. UATED IN WILLIAMSON COUNTY, TEXAS; BEING A PORTION CF T-1AT CERTAIN 330.24 ACRE TRACT DESCRIBED I\ A DE "ID TO LAREDO WO, LTD., OF RECORD IN DOCUYENT NO. TEE OFFICIAL PUB _C RECORDS OF WILLIAMSON COUNTY, 2007014285 OF TEXAS, AND A ? ORTION OF TLAT CERTAIN 53.61 ACRE TRACT DESCR=BED IN A DEED TO LAREDO V.0, LTD. OF RECORD IN DOCUN_ENT NO. 2007014236 OF SAID OFFICIAL PUBLIC RECORDS; SAID 114.606 ACRES BEING YORE PARTICLLARLY DESCR=BED RY METES AND BOUNDS AS FOLLOWS: BEGINNING, at a 1/2 inc q iron roc with cap set on tie northerly ✓ ic -it-of-way line of F. M. beinc tcle sout-lerly line southwesterly corner ne_reof, o f -way monument fount, 4C 3C5+56.60 ears N79°38'20"E, from which the nortmeasterly Survey, Pears approximately N50°27'E, _ENCE, over ano across alonc the westerly tin courses and distances: 1) N1C w it ✓ ic Jiczway 2243 (80' R.O.W.), tqe same of saic 53.61 acre tract for the rom w7ic q a TXDOT concrete right - feet left of centerline Station a Distance of 2659.21 feet, anD corner of said Ney GAest Irrication a distance of 2825 feet; laic 53.61 acre anc 330.24 acre tracts, -lereof, t-ic following nineteen (19) °21'39"W, a Distance of 126.00 feet to a 1/2" iron cap set for tnc point of curvature o Zt; roc, a curve to tie 2) alonc said curve riaving a raoius of 552.5C feet, a central ancle of 11°59'42", an arc lencth of 115 67 feet ano a chorc which bears N04°21'47"W, a cistance of 115.4.6 feet to a 1/2" Iron rod with cap set for the point of tangency, N01° 38'04"E, a distance of 95.C2 feet to a 1/2" on roc wit cap set for the point of curvature of a curve to the left; alone saie. curve navinc a radius of 494.5C feet, a central angle of 15°12' 37", an arc lengt n of 131.27 feet ano a c-zord h l r `- ° '- ' "I " W a eof 9 feet t o 2" w .��cn beats N0� �8 15 w, distance 130. 8� �� a 1/� iron rod with cap set for a point of reverse curvature; FN. NO. 37-333 (HB3) J.,NE 6, 2:07 ?AGE, 2 Or 5 5) alonc 25.00. 38.77 35.00 point; saic reverse curve to t feet, a central feet ana a more feet to a 1/2" ric nt 1avin1c a radius angle of 88°51'40", which bears N30°51'17"E, iron roe with cap set 6) \24°40'17"W, a cistance of 91.21 feet to a 1/2" cao set for t t he riot; an arc lenctn a cistance of or an angle iron -le point of curvature of a non -tangent 7) along saic curve navinc angle of 76°46'28", w him bears \67°32'14 roc. with curve to a racius of 25.00 feet, a central an arc lenctn o 33.50 feet, ana a cnora "W, a cistance of 31.05 feet to a 1/2" iron roc with cao set for a point of reverse curvature; along saic reverse curve to the left having a racius 494.50 feet, a central angle of 11°05'45", an arc lenctn 95.76 feet ana a chores which Gears N34°41'52"W, a distance 95.61 feet to a 1/2" iron roc with cap set for the point t angency; N 40°14'45"W, a cistance curvature of a curve to t 10) along angle w hich o= 81.51 ne richt; saic curve having a o f 82°44'00", an arc o earrs N01°07'15"E, iron rod wit n cap set 11) N42°29'15"E, a c cap set for the 12) along angle w gicn for feet for t o f o f o f o f ie point of racius of 434.50 feet, a central length of 627.40 feet anc a chores a distance of 574.30 feet to a 1/2" one point of tangency; istance of 31.68 feet to a 1/2" iron roc with point of curvature of a curve to the left; saic curve -laving a o f 03°28'23", an arc Gears N40°45'01" iron roc witn 13) along saic 25.00 feet, 37.41 fees and 34.31 feet •point; iZ \30°57'36"T, cap set the rig for -t; J 1' radius of 494.50 feet, a central lenctq of 29.99 feet and a chores a cistance of 29.98 feet to a 1/2" cap set for a point of reverse curvature; reverse curve to the riot a central angle of 85°43'56", an arc a cnora whicn ,pears N31°52'45"E, to a 1/2" iron rod with cap set a distance of 65.15 feet to a 1/2" the point of curvature of a non-ta navinc a racius of lenctn of a cistance of for an ancle iron roc witn ncent curve to FN. NO. C7-338 (NBB) JUNE 6, 20:7 PAGE 3 OF 5 15) alonc angle which iron rod saic curve having of =,1°19' C5", ,sears \14 21' a radius o- 25.00 fees, a central an arc 53"W, a with cap set for a 16) aionc saio 494.50 feet, 33.71 feet any 61 feet to tangency; reverse a length of 35.4E feet, anc a chord cistance of 32.5E feet to a 1/2" point of reverse curvature; curve to the left having central angle of C 9 ° 41 ' 58 ' , an a chord which cears N21 ° 2 6' 4 0 "E a 1/2" iron rocwith cap set -or a radius arc length a aistance the point o f o f o f o f 17) N16°35'41"E, a cistance of 167.19 feet to a 1/2" iron roc with cap set -or the point of curvature of a curve to the ✓ icht; 18) alone anyle which iron roc. said curve having a of 07°33'50", an arc sears N20°22'36"7, with cap 19) N24°C9131"7, with cap set a 1/2" iron radius o. ienct o 552.52 feet, a central 72.94 feet ana a chord a cistance of 72.3E feet to a 1/2" set for the point of tangency; a distance of 10C.L3 feet to a 1/2" iron rod for t he north westerly corner c pe -ounc hereof, from Welch for the nor tswesterly corner of that certain 44.314 acre tract cescribed in a ceec Ltd., of record Records, in Document No. 2097314282 of the same be-inc an angle irregular easterly line of saio 330.24 N25°C5'52"E, a distance of 2652.67 feet; THENCE, over and nortnerly line hereo acre to Laredo nO, saic Official point rn the tract, bears across said 330.24 acre tract along , the following seven (7) courses: 1) S79°17'24"E, a distance of 1 with cap set; 2) N67°03'1 caD se It 3) N28°59'23"E, w ith cap set; h52°34'11"E, w ith cac set; a cistance of the 6.62 feet to a 1/2" iron roc feet to a 1/2" iron roc with a cistance of 118.67 feet to a 1/2" iron roa a distance of 142 6 feet to a 1/2" iron roc FN. _C. C7-338 (HEB JUNE 6, 2007 PAGE 4 OF 5 5) N81°51124" 7) w ith cap se a cistance of 441.51 feet to a 1/2" iron roc 56°C2'58"E, a cistance of 679;82 feet to a 1/2" iron roc w it ;7 n cap set; 08 ' 4 5" a cistance of 430.13 feet to a 1/2" iron roc w ith cap set in tne westerly line of tnat that certain 93.60 acre ract A" cesorinea in a deed to -Arthur Winston Fautiior, an uncividec 3 .50, by t Document t he nort 61.5% anc, Gorcon Winston Fauoion, an uncivicec n e Partition and xcnange 3eec of record in No. 2095043418 of said Official Public Records, for neasterly corner hereof, from which a 1/2" iron roc found for t also tract, ne northwesterly corner of saic 93.60 acre tract, einc the southwesterly corner of said 44.314 acre dears N21°21'02"W, a cistance of 232.92 feet; THENCE, alone a portion of the westerly line of said 93.6C acre tract, the same oeinc a portion of the irregular easterly line of said 330.24 acre tract, for tne easterly line hereof, the =ollowinc nree (3) courses anc distances: 1) S21°21'08 a distance of 621.40 feet to a 1/2" iron roc w ith cad set; 2) S20 ° 57 1 07" J w ith cap set; a distance of 931.08 feet a 1/2" iron rod 3) S20°43`40"E, at a cistance o- 754.32 feet passing a 1/2" iron w oc fount anc t o a 1/2" iron E.V. Highway 2243 for the same 'einc t t ne ricnt; continuing for a total cistance of 755.71 feet roc with cap set it the nort_nerly line of saic southeasterly corner hereof, the h e point of curvature of a non -tangent curve to THENCE, leaving said 93.6C acre tract, along the norther 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: alone feet, feet, 63.62 fauna, point saic curve to the ric'nt a central angle of OC°38'26", anc a chord which bears S79°19 feet to saic XDOT concrete 40-feet left of centerline of tangency; navinc a radius P- 5689.58 an arc length of 63.62 '11" W, a cistance o- right-of-way monument Station 305+56.60 for the FN. NO. 07-118 (HBB) JU\E 6, 2 PAGE 5 OF 907 5 2) S79°38'20"gin', a cistance of 2659.2C feet to the POINT OF BEGINNING, anc, containinc an area of 114.606 acres of Lana, (L992220 sq,are feet), more or less, within tgese mot anc Daunts. BEARING BASIS: `$-E BASIS 0 N DF� BEA =NGS FOR THIS SURVEY IS =E EXAS COORDINATE SYSTEM, NAD83(96) CENTRAL ZONE, ESTABLISI-UD GS OPLS SOLUTION USING CORS STATIONS DF5370, AF9638, 'DE5999, C62, & DE5999. I, MARX A. ZIIN FK, A HEREBY STATE T_ AT THIS ON T=E GROUND BY BURY+ - J LY, 2'C6. _IS PLAT. PARTN DESCRIPTION BURY & PARTNERS, :NC. E\GINEERING-SOL TIONS 211 WEST SIXTH STREET, SUI A:JSTIN, TEXAS 78701 34 Y REGISTERED PROFESSIONAL LAND SURVEYOR, DO DESCRIPTION IS BASED CPON A SJRVFY MADE ERS, INC , DURING T_ E MONT-IS OF APRIT, WAS PREPARED FO ACCOVPANY A FINAL 600 MA S` /7/4"--7-L4' RX A. ZIENTEK P.LS. NO. 5683 A E OF' TEXAS 56.371 ACRES ABG DTVELOPYENT WATER OAK PARKWAY SECTION ONE DESCRIPTION FN. NO. 07-317 (HB3) MAY 30, 23C7 BPI JOB NO. 164C-12 O F 36.371 ACRES OF LAND OUT OF THE I.& G.N. R R. S.;RVEY, ABSTRACT N O. 744; Ti-E J.D. JOHNS SURVEY, ABSTRACT NO. 365; THE KEY WEST IRRIGATION SURVEY, ABSTRACT NO. 711; T:E D. MEDLOCK SURVEY, ABSTRACT NO. E39; TEE W.E. PATE SURVEY, ABSTRACT NO. 836; THE J. THONPSON SURVEY, ABSTRACT N0. 6C8; AND TiE ISAAC DONAGAN SURVEY, ABSTRACT NO. 173; SITUATED IN WILLIAMSON COUNTY, TEXAS; BEING A P ORTION OF THOSE CERTAIN 53.61 ACRE AN: 314.00 ACRE TRACTS DESCRIBED IN A DEED TO TLAREDO WO, LTD., OF RECORD IN DOCUMENT NO. 2007014236 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAYSCN COUNTY, TEXAS, A PORTION OF THAT CERTAIN 330 24 ACRE TRACT DESCRIBED IN A DEED TO LA_ EDO WO, LTD., OF RECORD IN DOCUMENT NO. 2007614285.0F SAID OFICIAL P:J3LIC RECORDS; AND A PORTION CF T-iAT CERTAIN 203.137 ACRE TRACT DESCRIBED IN A DEED TO LAREDO, WO, LTD., OF RECCRD =N DOCUMENT NO. 2007014282 OF SAID OFFIC=AT1 PUBLIC RECORDS; SAID 36.371 ACRES BEING VCRE PARTICULARLY DESCRIBED PY NFTES AND BOUNDS AS FOLLOWS BEGINNING, at a 1/2 inch iron roc. with cad see on t-le northerly ✓ igft-of-way line of F.M. =ichway 2243 (80' R.O.W.), the same o eing tie southerly line of saic. 53.61 acre tract for the southeasterly corner nereo-, from wnic1 a TXDOT concrete ricnt-of- w ay monument founc, 4C-feet left of centerline Station 305+56.60 d ears N79°3E'20"E, a distance of 2659.21 feet, and from w=�icn the n ortheasterly corner o- saic Key West Irrigation Survey, dears approximately N50°27'E, a distance of 2825 feet; THENCE, S79°33'20"W, alone the northerly line of said F.M. Jignway 2243, the same beinc the souter?y line of saic 53.61 acre anc :lereof, a cistance of for the soutnwesterly ✓ icnt-of-way monument 103.00 feet to a 1/2" iron corner zereof, , f rom which fauna 0--eet left rod with cap set a TXDOT concrete of centerline Station 274+82.00 dears S79°38'2C"W, a cistance of 212.40 feet; THENCE, over anc across saic. 53.61 acre, 314.00 acre, anc 330.24 acre tracts,- along a portion of the irregular westerly line n ereo=, tie followinc fifty (53) courses and distances: 1) 1\10°21'39"W, a cistance w?to cap set for the left; o- 188.35 feet to a 1/2" iron roc pain of curvature of a curve to the 2) along saic. curve Zavinc a racius of 552.5C feet, a central ancle of 16°C6' 32", an arc lenctn of 155.34 feet and a chord whic-1 .Dears N18°24'54"W, a distance of 154.82 feet to a 1/2" iron roc with cap set for a point of tangency; FN C7-317 (FBB) MAY 3C, 2C07 ?AGE 2 OF 13 3) N26°28110 %, a cistance o- 91.79 feet to a 1/2" iron roc cap set for the point of curvature of a curve to the left wito alone saia curve havinc a radius of 25.00 feet, a central angle of 89°11'29", an arc length of 38.92 feet anc a chore w iicz gears N71°03'54"n, a cistance of 35.1C _eet to a 1/2" iron roc wita. cap set for an angle point; 5) N27°14'19"W, a distance of 65.03 feet to a 1/2" iron roc with cap set for tee point of curvature of a non -tangent t he left; 6) alonc saic curve havinc a angle of 91°11'32", an arc w nicn ,nears N19°C7'36"E, a iron rod with cao set for a curve to radius of 25.00 feet, a central lenctn of 39.79 feet, and a more cistance of 35.72 fcet_to a 1/2" point of tangency; 7) N26°28'10"W, a distance of 150.25 feet to w it-1 cap set for the point of curvature of ✓ ic�t; 8) alonc saia curve havinc a angle of 48°40'55", an arc w hich .Dears NC2°07'42"W, a iron roc wit 9) along saic cao set 1/2" iron roc. a curve to the radius of 843.5C feet, length of 714.14 feet anc cistance of 692.85 for a point o- reverse cu reverse curve to the le f eet, a central_ angle feet anc a chord wgicq feet to a 1/2" iron roc 10) N20°4 46"E a of 78°59'53", bears N17°17'11"W, wit a central a c -lore et to a 1/2" %aturc; having a radius of 25. C an arc length of 34.47 a cistance of 31.80 cap set for an angle point; cistance of 66.59 feet to a 1/2" iron roc with cap set for tme point of curvature of a non -tangent curve to t -le left; 11) along saic curve havinc a angle of 93°19'24", an arc w hich gears N76°33'1C"E, a iron rod with cap set for a radius of 25.00 feet, a central length of 40.72 feet, and a chord cistance of 36.37 feet to a 1/2" point 0 reverse curvature; 12) along saic, reverse curve to the rig gt 840.50 feet, a central angle of 1C°381C2", 155.99 feet anc, a chord which bears N35°12'29' o f 155.77 feet to a 1/2" iron roc with cap set t angency; saving a radius o= an arc length of a distance or a point of FN 07-317 (_BB) �1AY 3C, 2007 RAGE : OF 13 13) N40°31'30"E, a distance of 1D3.66 feet to a 1/2" iron roc w ith. cap set for tqe point of curvature of a curve to the left; 14) along said curve havinc angle of 16°21'59", an arc w hich bears N32°20'31"E, iron roc witri cap set for a racius of 709.50 feet, a central lenctn of 202.67 feet and a chore a distance of 201.98 feet to a 1/2" a point of tancency; 15) N24°99'31"E, a distance of 254.20 feet to a 1/2" iron rod w ith cap set for tle point of curvature of a curve to the left 16) along said curve gavinc a racius of 552.5: feet, a central ancle of 09°26'33", an arc lenctn of 91.05 feet and a chorc w nic-1 bears N19°26'14"E, a distance of 90.95 feet o a 1/2" iron roc with cao set for a point of tancency; 17) 14°42'58"E, a cistance of 46.09 feet to a 1/2" iron ro cap set for t 18) along angle wnic1 -le point of curvature of a curve to trie rid said curve havinc of 29°39'16", an arc pears N25°02'36" iron rod wit-1 cap set for a with. Zt; a racius of 633.5: feet, a central lengtof 228.37 feet ana a chorc a distance of 227.1: feet to a 1/2" point of reverse curvature; 19) alone said curve to the loft having a radius central angle of 98 ° 51' 54", an arc lena th of chord which. bears N14°03' 43"W, a ai stance of 1/2" iron rod witri cap set for an ancle point; of 25.00 feet, 43.14 feet and 37.93 feet to a a 29) N49°42'10"~, a distance of 58.92 feet to a 1/2" iron roc with cap set for the point of curvature of a non -tangent curve to the left; 21) a_onc saia curve having a radius of 25.90 feet, a central ancle of 76°C1'T5", an arc length of 33.17 feet, ana a chorc w hic-1 bears N82°42`18"E, a distance of 39.79 feet to a 1/2" iron roc with cap set for a point of reverse curvature; 22) along saia reverse curve L • o the richt 633.5C feet, a central angle of 149.43 feet and a chorc whim nears o f 149.08 feet to a 1/2" iron roc ✓ everse curvature; 13°30'53", N51°27'12"E, with cap set for having a an arc a a radius of length of cistance point o= EN C7-317 (H3E) NAY 33, 2007 ?AGE 4 OF 13 23) along saic 554.50 feet, a 55.E4 feet ant a 55.82 feet to a 1/2" colnpouna curvature; 2 L ) reverse curve to the left havinc a central ancle of 5°46'12', an arc cnora wzio- bears N55°19'33"E, a c lran rot along saic compount cu 25.00 feet, a 41.03 feet anc 36.58 feet to point; central a c a -lora 1/2" witn cap set for a point radius of lencth of istance of of rve to tse left having a racius of ancle of 94°01'42", an arc lencth of which bears NC5°25'36"E, a distance of iron roc with cap set for an ancle 25) N53°43'34"E, a aistance o cap set for the point of t-le left; 67.57 feet to a 1/2" iron roc. with curvature of a non-tancent curve to 26) alone saic curve -laving a radius of 25.03 fees, a central anyle of 73°C8'55", an arc lencth of 31.92 feet, anc a cnorc w hich bears N76°33'CO"E, a cistance of 29.79 feet to a 1/2" iron roc with cap set for a point of compouna curva_ure; 27) alone saic comoounc curve to the eft havinc a radius of 554.59 feet, a central ancle of 3C°44158', an arc lergts of 297.59 feet and a cnora wnicn pears 24°36'03"E, a cistance o f 294.03 feet to a point of tancezcy; 2 NC9°13' 34"E., a cistance of 2 w i„h cap set left; 7.54 feet to a 1/2" iron roc or the point of curvature of a curve to t 1e 29) along saic curve havinc a radius of 1759.53 feet, a central ancle of 11°15'C6", an arc lencth of 345.53 feet, anc a chora wnicn ears NO3°36'01"E, a cistance of 344.98 feet _o a 1/2" iron roc with cao set for a point of compount curvature; 3) alone said compound curve to the left havinc a radius of 25.3C feet, a central ancle of 90°36'32", an arc lengts of 39.54 feet, anc a chart wnicn bears N47°19'48"W1, a cistance o f 35.54 feet to a 1/2" iron roc with cap set for an ancle point; 31) N05°07'09"n, a aistance of 65.15 feet to a 1/2" iron rocwith cap set for the point of curvature of a non-tancent curve to the left; N 07-317 (H33) MAY 30, 2C07 PAGE 5 Or 13 32) along angle w hich curve havinc a of 93°42'55", an .Pears N41°31144 iron rod with cap set for said TI arc ✓ acius lencth of 25.00 feet, a central of 4C.89 feet, anc a chord a distance of 36.48 feet to a 1/2" a point of compound curvature; 33) along saic compound curve to the left navinc a racius of 1759.50 feet, a central angle of 1C°42'39", an arc lencth of 328.92 feet, and a chorc which bears \11°11'O4"W, a distance o f 328.44 feet to a 1/2" iron roa with cap set for a point of t angency; 4) N16°32'23"W, a cistance of 184.E8 feet to a 1/2" iron rod w ith cap set for the point of curvature o left; a curve to _he 35) along saic curve to the left havinc a racius of 25.00 feet, a central angle of 77°51'19", an arc length of 33.97 -eet, and a chore which sears N55°2E'03"W, a distance of 31.42 feet to a 1/2" iron roc with can set for an angle point; 36) h16°52'35"W, a distance of 56.38 feet to a 1/2" iron roc. with cap set for tne Point of curvature o- a non-tancent curve to t he left; 37) along, angle w hich saic curve having a of 91°0C'17", an arc ears N40°C6'19"F, iron roc wit 38) along saic 515.50 feet, a central angle 570.39 feet and a chore whic o f 541.74 feet to a 1/2" t ancency; a h cap set for a ✓ acius of 25.00 feet, a central length of 39.71 feet, and a chord cistance of 35.66 feet to a 1/2" point of reverse curvature; ✓ everse curve to the right having a racius of o- 63°23150", an arc h bears N26°18'05" J ▪ , iron rod with cap set for a length of a cistance point of 39) N5-°00'C0"F, a cistance of 17.07 feet to a 1/2" iron rod wit cap set for the point Of curvature of a curve LO tne left; 40) along said curve having a angle of 9C°OO'CC", an arc w hich ears N13°OC'0C"E, a iron rocwith cap set for a 41) N32°CO'00"W, a w ith cap set left; h ✓ aaius of 25.03 feet, a central lencth of 39.27 feet anc a chord distance of 35.36 feet to a 1/2" point of tangency; cistance of 376.49 feet to a 1/2" iron rod -or the Point of curvature O a curve to the F\ 07-317(HRB) 1‘iAY 3C, 2007 PAGE 6 OF 13 42) along saia curve Zavin(3 a radius of 25.00 feet, a central angle of 9C°06'37", an arc lengtg o= 39.32 feet and a cgorc which bears N77°C 18"W, a aistance of 35.19 feet to a 1/2" iron roc with cap set for an angle point; 43) N4C°41'21"W, a aistance of 55.62 feet to a 1/2" iron rod with cap set for tge tge left; 44) along angle which iron oint of curva ure of a non -tangent curve to saia curve having a radius o_ o f 100°19'44", an arc lenctZ of 4 bears NC7°43'32" J, 25.3C feet, a central 3.78 feet, anc a c fiord a distance of 3E.39 feet to a 1/2" roc. with cap set for a point of compound 45) along saia compound curve to the 538.50 feet, a central angle of 33°21'5 313.59 feet anc a chore which pears h o f 309.18 feet to a 1/2" iron roc witJ tangency; 46) N75°48'18"W, a distance of 37 curvature; left havicc a racius of an arc lenctg of 59° 7' 19"W, a aistance cap set for a poiht of TT .12 feet to a /2" iron roc w ith cap set for the point of curvature of a curve to tge left; 47) alone angle w 'lich saic curve having o f 90°CC'OC", pears S59°11' iron roa wit a an arc 42"W, a g cap set for a radius of 25.00 fee lenytg of 39.27 feet and central a chord distance of 35.36 feet to a 1/2" z angle point; 48) N75°48'18"W, a distance of 65.00 feet to a 1/2" cap set for the Joint the left; 49) along angle w gi c7 iron rod with of curvature of a non -tangent curve to said curve having o f 9°00'00", an a pears N33°48'18"W, a racius of 25.00 feet, a central c length of 39.27 fees, ana a chores a cistance of 35.36 feet to a 1/2" iron roa with cap set for a point of tancency; 5C) N75°48'18 a distance of 390.00 feet to a 1/2" iron rod w ith cap set in t easterly line of that certain 433 acre t ract cescribea in the deep to Anne Vintner Patience, of ✓ ecorc Recorc in s, the same t ract, from which "CS, LTD" found feet; Volume 98 9, ?age 665, of saic Official Puplic .peinc the westerly line of said 333.24 acre a 1/2" iron roes wits yellow cap stalnpea bears S14°1_'42"W, a aistance of 1252.68 FN 07-317(HER) MAY 3C, 2007 ?AGE 7 OF 13 THENCE, N14°11'42"E, along a Portion of tne easterly line of said 433 acre tract, tne same teeing a portion of the westerly line of saic 330.24 acre tract, for a portion of the westerly line -"erect, a distance o= 123.00 feet to a 1/2" iron roc witn cap set for the _northwesterly corner zereof, from wnicn a nail wit washer found bears N14°11'42"E, a distance of 851.33 feet; THENCE, leaving saic 433 acre acre tract, saic. 2C3.137 acre along the irregular northerly (11) courses and distances: tract, over anc across saic tract anc said 330.24 acre line -"erect, the following 314.30 tract, eleven 1) S75°48'13"E, a cistance of C33.12 feet to a 1/2" iron w ith cap set for tne point of curvature of a curve to ✓ i czt; 2) along saic curve having a ancle of 4 3 ° 4 - ' 18", an arc w him ,dears S53°54'09"E, a iron roa wit roc the radius of 661.50 feet, a central lenctn of 505.74 feet anc a chora cistance of 493.52 feet to a 1/2" n cap set for a point of tancency; 3) S32°00'0C"E, a distance of 28E._ feet to a 1/2" iron w ith cap set for the point of curvature o= a curve to lert; rod tqe alone saic curve qavinc a racius of 25.00 feet, a central ancle of 90°CC'00", an arc lenctn of 39.27 feet and a chord w hich bears S77°0C'00"E, a distance of 35.36 feet to a 1/2" iron rod wit cad set for a Point of tangency; 5) N58°C0'00"E, a distance of 820.14 feet to a 1/2" iron roc with cap left; set for tqe point of curvature of a curve to th 6) along said curve Having a racius of 559.50 feet, a central ancle of 38°00'07", an arc lenctn of 371.09 feet, anc a chorc whicq .Pears N38°59' 56"E, a distance of 864.33 feet to a 1/2" iron roc with cao set for a point of tangency; 7) N19°59'53"E, a distance w ith cap set for the point o ✓ ight; 8) along ancle cnoro a 1/2" of 690.87 feet to a 1/2" iron rod curvature of a curve to the said curve navinc a radius of 840.50 feet, a of 77°3C'57", an arc lenctn which bears N53°45'21" central of 1137.12 feet, ana a a distance of 1052.36 feet to iron rod with cap set for a point of tangency; FN 07-317 (H3B) MAY 33, 2'07 PAGE 8 OF 13 9) S82°29'1C"E, a cistance of 308.68 feet to a 1/2" iron rod 1C w ith. cap set for The point of curvature of a curve to the left; along said curve having a racius of 559.53 feet, a central angle of 29°38'13", an arc length of 289.41 feet, anc a cnorc w '1i ch dears N82°41' 43"E, a cistance of 286.19 feet to a 1/2" iron roc with cac set for a point of tangency; 11) \67°52'37"E, a distance of 450.87 feet to a 1/2" iron roc with cas set for the northeasterly corner hereof, from which. a 1/2" iron pipe found for the northwesterly corner of saic 203.137 acre tract, deears N44°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 roc w ith cap set for an angle point hereof, from whicn a 1/2" iron roc found with cap for the southeasterly corner of saic 203.137 acre tract -ears 334°42'59"E, a cistance o- E05.06 feet, 2) r 5 S67°52137"W, a distance w ith cap set for w ight; of 535. the point along said curve having angle of 25°42'57", an w hich bears S 0° C feet to a 1/2" iron rod of curvature of a curve to the a radius of 643.50 feet, a central arc length of 287.47 feet, a chore a distance of 285.37 feet to a 1/2" iron rod wits cap set for a coin of tangency; h86°24'26"W, a distance of LC1.76 feet to a 1/2" iron roc w ith cap set 1e t , -or the point of curvature of a curve to the along saic curve having a radius of 659.50 feet, a central angle of 77°23'48", an arc length of 893.87 feet, a chore w hich pears S54°53'4 "W, a cistance of 824.67 feet to a 1/2" iron rod with cap set for a point of tangency; 6) S18°11'46"W, a distance of 22.87 feet to a 1/2" iron roc with cap set for the point of curvature of a curve to the left; FN C7-317 (FPR) MAY 30, 2307 ?AGE 9 OF 13 7) along saia cnrve gavinc angle of 81°08'19", an w hicg .Dears S24°22'24"E, iron roc with cao set for 8) SC ca 9°38'13"W, a radius of 25.90 feet, a central arc length of 35.4C feet, a chord a cistance of 32.52 feet to a 1/2" an angle point; a distance of 67.43 feet to set for the ooint of curvature of a the left; a 1/2" iron rod with non -tangent curve to 9) along saia curve saving a radius of 25.00 feet, a central angle of 93°51'41", an arc length of 43.14 feet, a cgorc w hich bears S65°37'36"W, a distance of 37.98 feet to a 1/2" iron roa with cad set for a point of tangency; 10) S16°11'46"W, a w it cap set w ight; cistance of 411.C6 feet to a 1/2" iron roc or the point of curvature of a curve to the 11) alonc said curve having a racius of 640.5C feet, a central angle of 41°48'14", an arc lengtg of 467.32 feet, a chore w hich dears S37°05'53"W, a cistance of 457.02 feet to a 1/2" iron roc witq cao set for a point of tangency; 12) S58°C3'00"W, a cistance of 282.92 feet to a 1/2" iron roa w ith cap set for the point of curvature of a curve to tge left; alone said angle of 9C w hich boars iron roc. wi-. curve 0 iavina a radius of 25.00 feet, a 3 ' 00", an arc S13°CO'30"W, cap set for lenct Ti of 39.27 feet ana central a chorg a distance of 35.36 feet to a 1/2" an angle point; 14) S58°C0'00"W, a distance of 55.00 feet to a 1/2" iron roc with cap set for the Joint of curvature of a non-tancent curve to the left; 15) along saia curve having a radius of 25. 0 feet, a central angle of 90 ° 00' 00", an arc length of 39.27 feet, anc a cgorc w hicg boars h77°OC'00"W, a cistance of 35.36 feet to a 1/2" iron rod wits cap set for a ooint of tangency; 16) S5 °00'CC"W, a cistance of 545.00 feet to a 1/2" iron roc w ith cap set for the point of curvature of a curve to tge left; FN C7-317 (r3B) NAY 30, 2CC7 PAGE 1C O' 13 v r, 17) alone angle wsicq an arc lengtg of 39.27 feet anc Dears S13°0C'00"W, a aistance of 35.36 feet to a 1/2" iron roc witri cap set for an angle point; saic curve zavinc a radius of 25.CC fees, a 90°00'0C", central a chorc 18) 351°16'33"W, a cistance of 65.45 feet to a 1/2" iron roc with cap set for the point of curvature of a non -tangent curve to t he left; 19) alone angle wnic-1 iron roc saic curve saving a of 99°46' 42", an arc Dears N81°53'21"w, a wit racius, of 25.00 feet, a central lencth of 43.54 feet, ana a chore distance of 38.24 feet to a 1/2" cap set for a point of compounc curvature; 20) along saic compounc curve to the left havinc a racius of 552.50 feet, a central ancle of 69°45'41", an arc=enctn of 672.71 feet and a cnora whim Dears S13°20'27"W, a distance o f 631.92 feet to a 1/2" iron roc wicn cap set for a point of 21) t an ency; S 21°32'23"E, a cistance of 137.89 feet to a 1/2" iron w ith cao set for tne point of curvature of a curve to ✓ ic nt; 22) alone saic curve havinc a angle of 23°44'50", an arc w hich bears S09°39'58"E, a iron roa wit cap set for a roc. tne racius of 633.50 feet, a central length of 262.57 feet anc a cnora cistance of 260.69 feet to a 1/2" point of reverse curvature; along saia reverse curve to tne left havinc a racius of feet, a central fees anc a chore feet to a 1/2" argle which iron roc of 85°37'16", an arc lencth of Dears S40°36'11"E a cistance of with cap set for an angle point; 25.00 27.36 33.9 24) SC6°55'46"W, a cistance of 64.84 feet to a 1/2" iron roc with cap set for the point of curvature of a non-tancent curve to t he left; 25) along saic curve raving a angle of 87° 17'O0", an arc which bears S52°52'04"W, a iron roc with cap set for acius of 25.03 feet, a central length of 33.08 feet, anc a cnora cistance of 34.51 feet to a 1/2" a point of tangency; 26) S09°13'34"W, a cistance of 716.43 feet to a 1/2" iron roc w itn cap set for the point of curvature of a curve to the �. ✓ igh,_ rN C7-317 (=RB) MAY 30, 2C07 PAGE 11 07 13 27) along said curve navinc a radius of 6,3.50 feet, a central ancle of 28°34' 40", an arc lengtn of 315.98 feet ana a chorc which pears S23°3C'55"W, a distance of 312.71 feet to a 1/2" iron roc with cap set for a point of reverse curvature; 2 along saic reverse curve to the left gavinc a radius feet, a central ancle feet anc a cnora wnicn feet to a 1/2" iron roc. of 81°54'26", .pears S03°"8'5E an " arc length a distance o f 25.03 of 35.74 o f 32.77 with cap set at an ancle point; 29) S40°08'09"W, a cistance of 65.33 feet to a 1/2" iron roc witq cap set for the point of curvature of a non -tangent curve to the left; 30) alone ancle whiff iron roc saic curve of 90°00'00", bears N89°06'12"W, wit gavinc a radius of 25.00 feet, a central an arc =enct-i of 39.27 feet, anc a cnord a distance of 35.36 feet to a 1/2" ciao set for a point of tancency; 31) S45°53'48"W, a distance of 279.46 feet „o a 1/2" iron roc w ith cap set for the point of curvature of a curve to the left; 32) alone saic curve -laving a radius of 552.50 feet, a central angle of 21°44'17", an arc lengtn of 2C9.62 feet anc a chora which bears S35°01' 40"cn, a distance of 2C8.36 feet to a 1/2" iron roc wit g cap set for a point of tancency; 3) S24°09'31"W, a istance or 356.37 feet to a 1/2" iron roc w ith cap set for a point of curvature of a curve to the left; 34) alonc ancle whim said of 37°33'50", .pears S20°22'36"W, iron roc. wit 35) S16°35'41"W, with cap se ✓ icgt; curve pavisc a radius of 552.53 feet, a central an arc lenutq of 72.94 feet and a chorc a cistance of 72.8E feet to a 1/2" q cap set for a point of tancency; a cistance o- 167.19 feet to a 1/2" iron roc. for the point o- curvature of a curve to the 36) alone sale curve havinc a radius of 494.5C feet, a central angle of 09°41'58", an arc lengtn of 83.71 feet anc a chord w licq pears S21°26'40"W, a cistance of 83.61 feet to a 1/2" iron roc with cap set for a point of reverse curvature; FN 07-317(HBB) MAY 30, 2007 =AGE 12 OF 13 37) along saic reverse curve to the left gavinc a racius of feet, a central angle of 81°19'C5", an arc lencth of feet anc a chore. which -)ears S14 °21' 53"E, a cistance of feet to a 1/2" iron roc with cap set for an angle point; 35.4 2.5 38) 330°57'36"W, a cistance of 65.15 feet to a 1/2" iron roc witn cap for the Point of curvature of a non-tancent curve to the left; 39) along saic angle of 85°43'56", which iron roc, witn cap set 4C) alont sai curve having a racius of 25.33 feet, a central an arc lencth of 37.41 feet, anc a chore .Pears S81°52'45"W, a distance of 34.01 feet to a 1/2" for a point of reverse curvature; reverse curve to t 494.50 feet, a 29.99 feet anc 29.98 feet to a 1/2" tangency; ze right having a racius central angle of C3°28'28", an arc lencth a chore. which nears S40°45'O1"W, a cistance iron roa with cap set for a point o f o f o f o f 41) S42°29'15"W, a cistance of E1.68 feet to a 1/2" iron roc with cap set for the point of curvature of a curve to the left; 42) along said carve havinc a radius of 43 5C feet, a ancle of 82°44'00", an arc lencth of 627.40 feet ana which bears SC1°97115"W, a distance of 574.30 feet to iron roc with cac set 43) S40°14'45" ca or a point of tangency; central a chore a 1/2„ a distance of 81.51 feet to a 1/2" iron roc w set for the Doint of curvature of a curve to the right; alone angle which said curve having a of 1 1 °05' 45", an arc Pears S34°41'52 iron roc with cap set nor a a radius of 494.5C feet, a central lencth of 95.76 feet anc a chorc cistance of 95.61 feet to a 1/2" point of reverse curvature; 45) along saia reverse curve to the left havinc a racius of 25.00 feet, a central angle of 76°46'28", an arc lencth of 33.50 feet ana a chore which ears S67°32' 14"E, a cistance of 31.35 feet to a 1/2" ?icon rod with cap set for an angle Point; 46) S24°40'17"E, a cistance of 91.21 feet to a 1/2" iron roc with cap set for the point of curvature of a non -tangent curve to the left; FN .,7-317 (H3B) MAY 30, 2C07 PAGE 13 C i3 47) alone saic angle wnicq bears iron roc. wit curve of 88°51'4C", S30°51'17"W, g cap set for a 48) along said reverse 494.50 feet, a central 131.27 feet anc a chore. of 13C.89 feet to a 1/2" tancency; -laving a racius of 25.00 feet, a central an arc lencth of 38.77 feet, anc a ciorc, a cistance of 35.00 feet to a 1/2" point of reverse curvature; curve to tqe ricnt angle of 15°1213 which ears SC iroZ roc wit -a ca navinc a racius of 7", an arc lencth of 5°58'15"E, a distance J set for a Point of 49) S31°33'04"n, a cistance of 95.C2 feet to a 1/2" iron _roc with cap set for the point of curvature of a curve to the left; 50) alonc angle w jic saic curve having a of 11°59'42", an arc pears SO4°21'47", iron roc with cap set for a racius of 552.50 feet, a central lencth of 115.67 feet anc, a chorc a cistance of 115.46 fees to a 1/2" point of tangency; 51) S10°21139"E, a cistance of 126.00 feet to the POINT OF BEGINNING, anc containinc an area of 36 371 acres of lane. (1,534,3C9 square feet), more or less, within these metes anc )Dunes. BEARING BASIS: _RE RAS=OF BEARI COORDINATE SYSTEM, NAD83(96) CENT SOLUTION 'USING CORS STAT=OI\S DF537 DE5999. R GS FOR T IS SURVEY =S T-E TEXAS AL ZONE, STABLIS-ED BY NGS OPUS AF9638, DE5999, DF4062, & 1, MARK A. ZIEN'=E{, A REG=STERED PROFESSIONAL, LAND SURVEYOR, DO i RI BY STATE THAT `='HIS Da SCRIPTION IS RASED UPON A SURVEY MADE ON -E GROUND BY RJRY+PARTNERS, INC., DURING THE, MONTHS OF APRIL - JULY, 2006. _-IS DESCRIPTION WAS PREPARED TO ACCOMPANY A FI\AL PLAT. BURY & PARTNERS, INC. JNGNEERI\G-SOTIUTIONS 211 V\,EST SIXTF STREET ALST=N, TEXAS 78701 a -A a, MARK A. ZIF,NTE NO. 5b83 STATE OF TEXAS 7 {, R.P. J.S. C, A7 j •y iI P�G 4RK A z OO86yg ���j �4...KO c°.po„i5FSS633 ,R` IO�. pee z � r4 ) ✓c 48.191 ACRES AEG DEVFLOPMENT WATER OAKS PHASE 2 DESCRIPTION FN. NO. 07-351(HBR) JUNE 12, 2007 BPI JO3 NO. 1640-12 OF 48.191 ACRES OF LAND OUT OF TiE I.& G.N. R R. SURVEY, ABSTRACT NO. 744; T-E J D. JOHNS SURVEY, ABSTRACT NO. 365, AND THE W.E. PATE SURVEY, ABSTRACT NO. 836; SITUATED IN WILLIAMSON COUNTY, TEXAS; BEING A PORTION OF THAT CERTAIN 330.24 ACRE TRACT DESCRIBED IN A DEED TO LAREDO WO, LTD., OF RECORD IN DOCUMENT NO. 2007014285 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; SAID 48.191 ACRES 3EING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING, at a 1/2" iron roc with cap set in the easterly line of that certain 433 acre tract descrioed in the deer to Anne ✓ inther Patience, of recorc in Volume 989, Page 665, of said O fficial Public Records, the same being tne westerly line of said 330.24 acre tract, for the northwesterly corner hereof, f rom whici the northwesterly corner of saic 330.24 acre tract bears N14°11'42"E, a cistance of 1078.21 feet anc also from which the northeasterly corner of saic W.E. Pate Survey bears approximately N59°27'E, a cistance of 1705 feet, THENCE, leavinc saic 433 acre tract, over anc across saic. 330.24 acre tract, alone tge irrecular northerly line aereof, the following twenty-two (22) courses anc cistances: 1) S75°48'18"E, a cistance of 125.04 feet to a 1/2" iron roc 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-tancent curve to tie left; 3) along said curve -laving a. radius of 50.O0 feet, a central angle of 57°43'45", an arc length of 50.38 feet, anc a ciorc which bears N87°29'12"E, a cistance 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 tne right havinc a racius of 25.00 feet, a central angle of 45°34'23", an arc length. of 19.88 feet and a chore which bears N81°24'31"E, a cistance of 19.36 feet to a 1/2" iron rod with cap set for tge ooint of tangency; =N 07-351 (HBB) JUNE 12, 2007 PAGE 2 OF 9 5) S75°48'18"E, a distance of 198.94 feet to a 1/2" iron roc. w it'a cap set at the point of curvature of a curve to the ✓ icht; 6) along saic curve having a racius of 15.00 feet, a central angle of 90°00'00", an arc lencth of 23.56 feet anc a chore w hich bears S30°48118"E, a cistance of 21.21 feet to a 1/2" iron roa with cap set for an angle point; 7) S75°48'18"E, a cistance of 65.00 feet to a 1/2" iron roc. witn cap set for the point of curvature of a non -tangent curve to the richt; 8) along saic curve having a racius of 15.00 feet, a central angle of 90°00' OC", an arc lengtn of 23.56 feet, and a cnorc which bears N59°11'42"E, a cistance of 21.21 feet to a 1/2" iron roc, with cap set for the point of tangency; 9) S75°48'18"E, a cistance of 110.00 feet to a 1/2" iron roc w ith cap set for an angle point; 10) S14°11'42"W, a cistance of 78.93 feet to a 1/2" iron roc. with cap set; 11) S06°21'29"W, a cistance of 203.79 feet to a 1/2" iron rod w ith cap set; 12) S02°48'07"E, a c w ith cap set; stance of 135.94 feet to a 1/2" iron roc. 13) S10°16'42"E, a distance of 135.94 feet to a 1/2" iron rod w it'i cap set; 14) S20°15'36"E, a cistance of 76.47 feet to a 1/2" iron rod with cap set for an angle point; 15) S69°44'24"W, a cistance of 115.C1 feet to a 1/2" iron roc 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; FN C7-351(HBB) JUNE 12, 2007 PAGE 3 OF 17) along saic curve having a radius of 15.00 feet, a central angle of 90°58'45", an arc lengtn of 23.82 feet, and a chore w hich .pears S24°15'02"W, a distance of 21.39 feet to a 1/2" iron rod with cap set to the point of tangency; 1E) S21°14'21"E, a cistance of 104.76 feet to a 1/2" iron roc w ith cap set for an angle point; 19) N69°44'24"E, a distance of 265.44 feet to a 1/2" iron roc w ith cap set; 20) N75°28'58"E, a cistance of 118.52 feet to a 1/2" iron roc. w ith cap set; 21) N77°06'31"E, a distance of 118.41 feet to a 1/2" iron rod w itg cap set; 22) N80°C6'27"E, a cistance of 335.08 feet to a 1/2" iron rod w ith cap set for the northeasterly corner hereof, from wiicn a 1/2" iron pipe fount for an angle point of saic 330.24 acre tract ant for the northwesterly corner of that certain 44.314 acre tract cescribec in a ceec to Lareco WO, Ltc., of record in Document No. 2007014282 of saic Official Pu.plic Records bears N72°47'01"E, a distance of 651.95 feet; THENCE, over anc across said 330.24 acre tract along the easterly line hereof, tge following fifteen (15) courses .anc cistances: 1) S16°32'23"E, a cistance of 97.98 feet to a 1/2" iron roc with cap set at the point of curvature of a curve to the right; 2) along saic curve having a radius of 1759.50 feet, a central angle of 10°42'39", an arc =ength of 328.92 feet and a cgord which bears S11°11'04"E, a cistance of 328.44 feet to a 1/2" iron rod with cap set for a point of compound curvature; 3) along saic compounc 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 chore which bears S41°01'44"W, a cistance 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 4) S05°07'09"E, a cistance of 65.15 feet to a 1/2" iron roa wit cap set for the point of curvature of a non-tancent curve the richt; to 5) along said curve having a radius of 25.00 feet, a central ancle of 93°36'32", an arc lencth of 39.54 feet and a cnoro wnich bears S47°19'48"E, a cistance of 35.54 feet to a 1/2" iron roc, with cap set for a point of compounc, curvature; 6) along saic compounc curve to the ricnt having a racius of 1759.50 feet, a central angle of 11°15'06", an arc lengtn of 345.53 feet anc a chore, which pears S03°36'01"W, a cistance o f 344.93 feet to a 1/2" iron rod with cap set for the point o f tangency; 7) S09°13'3L"W, a distance of 287.54 feet to a 1/2" iron roc. w ith cap set for the point of curvature of a curve to the ✓ ight; 8) along saic curve having a racius of 554.5C feet, a central ancle of 30°44'58", an arc length of 297.59 feet and a cnora w hich bears S24°36'03"W, a cistance of 294.03 feet to a 1/2" iron roc, with cap set for a point of compounc curvature; 9) along saic compouna curve to t -le right navinc a racius of 25.00 feet, a central angle of 73°38'55", an arc length of 31.92 feet anc a cnora which bears S76°33'00"W, a cistance of 29.79 feet to a 1/2" iron roc, with cap set for an ancle point; 10) S53°43'34"W, a cistance of 67.57 feet to a 1/2" iron rod with cap set at the point of curvature of a non -tangent curve to the richt; 11) along said curve having a radius of 25.00 feet, a central ancle of 94°O1'42", an arc lengtn of 41.03 feet and a cnoro w hich bears 505°25'36"W, a cistance of 36.58 feet to a 1/2" iron rod witn cap set at a point of compound curvature; 12) along said compounc curve to the right naving a radius of 554.50 feet, a central angle of 05°46'12", an arc length of 55.84 feet ana a chord which bears S55°19'33"W, a cistance of 55.82 feet to a 1/2" iron roc with cap set for a point of reverse curvature; FN 07-351(HBB) JUNE 12, 2007 PAGE 5 OF 9 13) along saic reverse curve to the left paving a racius of 633.50 feet, a central angle of 13°30'53", an arc length of 149.43 feet ant a chore which nears S51°27'12"4, a distance o= 149.08 feet to a 1/2" iron rod wit ✓ everse curvature; cap set for a point of 14) along said reverse curve to the rig-lt having a radius of 25.00 feet, a central angle of 76°O1'05", an arc lengtn of 33.17 feet aria a chord which bears S82°42'18"W, a distance of 30.79 feet to a 1/2" iron roc with cap set; 15) S49°42'10"W, a cistance 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 tne southerly corner hereof, from which a 1/2" iron rod witn cap found for tnle southwesterly of saic 330.24 acre tract bears S03°52'48"W, a cistance of 2411.50 feet; THENCE, over and across saic 3..20.24 acre tract, along the southerly line hereof, the following three (3) courses ant cistances: 1) along said non-tancent 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 an a c-orc which bears N31°34'47"W, a distance o f 169.19 feet to a 1/2" iron roc with cap set for the point o f tancency; 2) 383°13'13"W, a cistance of 49.66 feet to a 1/2" iron roc with cap set for an angle point; 3) S80°20'05"tn, a distance of 155.74 feet to a 1/2" iron rod w ith cap found in tne irregular easterly line of that certain 84.07 acre tract described in a deed to GEM Partners, of ✓ ecord in Document No. 2007332272 of said Official Public Records, for the southwesterly corner hereof; THENCE, alonc t le irregular easterly line of saic 84.07 acre tract, the same beinc a portion of t-ie irregular westerly line of saic. 330.24 acres, for a portion of the irrecular westerly line nereof, the following nine (9) courses and cistances: 1) N09°39'55"W, a cistance of 50.00 feet to a 1/2" iron roc, witn cap fount for an angle point; FN 07-351(HBB) JUNE 12, 2007 PAGE 6 OF 9 2) N8C°20'C5"E, a cistance of 155.74 feet to a 1/2" w ith cap fount for an angle point; 3) N21°06'31"W, a cistance of 1 w ith cap fauna; 6.4 iron roc feet to a 1/2" iron roc 4) N30°29'37"W, a distance of 233.35 feet to a 1/2" iron roc w it cap found; 5) N23°41'11"W, a distance of 528.84 feet to a 1/2" iron rod w ith cap founc for an angle point; 6) S66°44'24"W, a cistance of 125.00 feet to a 1/2" iron rod w ith cap found for an angle point; 7) N23°41'11"W, a cistance of 409.01 feet to a 1/2" iron rod w ith cap founc for an angle point; 8) N68°45'39"E, a distance of 108.54 feet to a 1/2" iron rod w ith cap found for an angle point; 9) N21°14'21"W, a cistance of 714.47 feet to a 1/2" iron roc w ith cap founc, in the easterly line of saic 433 acre tract for the northeasterly corner of said 84.07 acre tract and for an ancle point in the irregular westerly line of saic 330.24 acre tract anc hereof; FN C7-351(HB3) JUNE 12, 2007 ?AGE 7 OF 9 THENCE, N14°11'42"E, along a Portion of tae easterly line of sai 433 acre tract, the same beinc westerly line of saic 330.24 acre tract, irrecular westerly line hereof, a cistance a portion of tae irregular for a portion of the of 4'0.61 feet to the POINT OF BEGINNING, anc, containinc an area of 48.191 acres of lane, (2,099,216 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 3Y NGS OPUS SOLUTICN USING CORS STATIONS DF5370, AF9638, DE5999, DF4C62, & DE5999. I, MARK A. ZIENTEK, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY STATE THAT THIS DESCRIPTION IS BASED ON A SURVEY MADE ON THE GRCUND BY BURY+PARTNERS, INC, DURING THE MONTHS OF APRIL - JULY, 2006. TJIS DESCRIPTION fiAS PREPARED TO ACCOMPANY A FINAL PLAT.. BURY & PARTNERS, INC. ENGINEERING -SOLUTIONS 211 PST SIXTH STREET, SUITE 600 AUSTIN, TEXAS 78701 MARK A. ZIENTEK R.P.LS. NO. 5683 STATE OF TEXAS 7 . yJ „4'_ NOR THWE) , cRL Y CORNER OF LAREDO WO, LTD. 330.24 AC. (DOC #2007014285f BEARS N14'11 '42 "E 1078.21 ' P.O.B. C1 ANNE VI\ITI-ER PATIENCE TRAC I 'Er VOL. 989, PG. 665 0 200 400 600 800 1 "=400' s 0 P.O.B. 4 LEGEND 172" IRON ROD FOUND 1/2" IRON ROD SET POINT OF BEGINNING C3 C4 \ i <c --GSM PARTNERSkL26 (84.07 AC.) DOC. NO. 2007032272 L.24 Ls (a APPROXIMATE NORTHEASTERLY CORNER OF W E. PATE SURVEY BEARS N59 27'E 1705' \iV ar FAT J J 0 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 1/2" IRON PIPE FOUND FOR NORTHWESTERLY CORNER OF LAREDO WO, LTD. 44.314 AC. (DOC #2007014282) L17 LAR 1 0 WO, LTD. (33*.24 AC.) DOC. NO\ 20070142815 Ole \ ` C16 — L23 SOUTHWESTERLY CORNER ^) J J \ r OF LAREDO WO, LTD. / 330.24 AC. (DOC #2007014285) / > / 7 > BEARS 503 52'48"W 2411.50' 0 o� C11 C12 C13 Bury+Partners ENGINEERING SOLUTIONS 221 Aest Sixth Street, Suite 600 Austin, Texas 78701 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 I. & G.N. R R. SURVEY, ABSTRACT NO. 744 THE J.D. JOHNS SURVEY, ABSTRACT N0. 365; AND THE W.E. PATE SURVEY, ABSTRACT N0. 836; SITUATED IN WILJJAMSON 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 1NLLIAMSON COUNTY, TEXAS. N72.16 72 � 01 E 651.95 C7� C8 G.JN. Z /\— / 4 t/}t F , dj flOt“) neeocoaeco ,lam( MARay 71ENTti 4_j ins, .r 1. _ JI_ t <i ee_ 4 21 \-C,") °^�; 5683ea,°° ft ifar$' SSs ol�"�, (11 a ABG D ELOPMENT SHEET 8 OF 9 DATE: 06/12/07 FILE: H: \164012EX2.dwg FN No.:FN07-351HBB DRAWN BY: HBB PROJ. No: 1640-12 LINE TABLE NO. BEARING DISTANCE L1 S75°48'18"E 125.04' L2 N26'21'04"E 56.85' L3 S75'48'18"E 198.94' L4 S75'48'18"E 65.00' L5 S75'48'18"E 110.00' L6 S14'11'42"W 78.93' L7 S06°21'29"W 203.79' L8 S02°48'07"E 135.94' L9 S10'16'42"E 135.94' L10 S20'15'36"E 76.47' L11 S69'44'24"W 115.01' L12 S19'27'20"E 55.01' L13 S21'14121 "E 104.76' L14 N69'44124"E 265.44' L15 N75'28'58"E 118.52' L16 N77'06131 "E 118.41' L17 N80°06'27"E 335.08' L18 S16'32'23"E 97.98' L19 S05°07'09"E 65.15' L20 S09°13134"W 287.54' L21 S53°43'34"W 67.57' L22 S49'42'10"W 58.92' L23 S8313'13"W 49.66' L24 S80°20'05"W 155.74' L25 N09'39'55"W 50.00' L26 N80'20'05"E 155.74' L27 N21'06'31 "W 186.44' L28 N30'29'37"W 233.35' L29 N23'41111"W 528.84' L30 S66°44224"W 125.00' L31 N23'41'11"W 409.01' L32 N68'45'39"E 108.54' L33 N21 °14'21 "W 714.47' L34 N14°11'42"E 430.61' OF 7-RC g crn r o flvaw°u °9,°aee „aA '..A.ZEi IEK mV99ba0079p 294e VA • Is..... o /oh ; _� ^ ,'r_SS10,° CURVE TABLE NO. DELTA RADIUS ARC CHORD CHORD BEARING Cl 57'43'45" 50.00' 50.38' 48.27' N87'29112"E C2 45`34'23" 25.00' 19.88' 19.36' N81 °24'31 "E C3 90'00'00" 15.00' 23.56' 21.21' S30'48'18"E C4 90°00'00" 15.00' 23.56' 21.21' N59 11'42"E C5 90'58'45" 15.00' 23.82' 21.39' S24'15'02"W C6 10'42'39" 1759.50' 328.92' 328.44' S1111'04"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' S47'19'48"E C9 11'15'06" 1759.50' 345.53' 344.98' S03'36'01"W C10 30'44'58" 554.50' 297.59' 294.03' S24°36'03"W C11 73'08'55" 25.00' 31.92' 29.79' S76'33'00"W C12 94'01'42" 25.00' 41.03' 36.58' S05'25'36"W C13 5°46'12" 554.50' 55.84' 55.82' S5519133"W C14 13'30'53" 633.50' 149.43' 149.08' S5127312"W C15 76°01'05" 25.00' 33.17' 30.79' S82'42'18"W C16 3610' 5" 272 50' 172.03' 169.19' N81'34'47"W Bury+Partners ENGINEERING SOLUTION S 221 Nest Sixth Street, Suite 600 Austin, Texas 78701 Tel. (512)328-0011 Faz (512)328-0325 Burp+Partners Inc ©Copyright 2007 SKETCH TO ACCOMPANY DESCRIPTION OF 48.191 ACRES OF LAND OUT OF THE I. de G.N. R R. SURVEY, ABSTRACT NO. 711 THE J.D. JOHNS SURVEY, ABSTRACT NO. 365; AND THE W.E. PATE SURVEY, ABSTRACT NO. 836; SITUATED IN WILLIAMSON COUNTY, TEXAS; BONG 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 PUBUC RECORDS OF WILLIAMSON COUNTY, TEXAS. ABG D ELOPMENT SHEET 9 OF 9 DATE: 06/12/07 J FILE: H: \164012EX2.dwg 0'7 100 EN No.: FN07-351HBB DRAWN BY: HBB PROJ. No: 1640-12