Loading...
Z-08-10-23-11B7 - 10/23/2008ORDINANCE NO. 2,- 00 -1 0- 23 - 0 51 AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP OF THE CITY OF ROUND ROCK, TEXAS ADOPTED IN SECTION 11.305(2), CODE OF ORDINANCES (1995 EDITION), CITY OF ROUND ROCK, TEXAS, AND MAKING THIS AMENDMENT A PART OF THE SAID OFFICIAL ZONING MAP, TO WIT: TO REZONE 73.52 ACRES OF LAND, OUT OF THE ABEL L. EAVES SURVEY, ABSTRACT NO. 215, IN ROUND ROCK, WILLIAMSON COUNTY, TEXAS, FROM DISTRICT C-2 (LOCAL COMMERCIAL) AND DISTRICT SF -2 (SINGLE FAMILY - STANDARD LOT) TO PLANNED UNIT DEVELOPMENT (PUD) NO. 83. WHEREAS, an application has been made to the City Council of the City of Round Rock, Texas to amend the Official Zoning Map to rezone 73.52 acres of land, out of the Abel L. Eaves Survey, Abstract No. 215, in Round Rock, Williamson County, Texas, being more fully described in Exhibit "A" attached hereto, from District C-2 (Local Commercial) and District SF -2 (Single Family - Standard Lot) to Planned Unit Development (PUD) No. 83, and WHEREAS, the City Council has submitted the requested change in the Official Zoning Map to the Planning and Zoning Commission for its recommendation and report, and WHEREAS, the Planning and Zoning Commission held a public hearing concerning the requested change on the 27th day of August, 2008, following lawful publication of the notice of said public hearing, and WHEREAS, after considering the public testimony received at such hearing, the Planning and Zoning Commission has recommended that the Official Zoning Map be amended so that the zoning classification of the property described in Exhibit "A" be changed to PUD No.83, and 0:\WDOX\ORDINANC\08102387. DOC/rmc WHEREAS, on the 23rd day of October, 2008, after proper notification, the City Council held a public hearing on the requested amendment, and WHEREAS, the City Council determines that the zoning provided for herein promotes the health, safety, morals and protects and preserves the general welfare of the community, and WHEREAS, each and every requirement set forth in Chapter 211, Sub -Chapter A., Texas Local Government Code, and Section 11.300 and Section 11.400, Code of Ordinances (1995 Edition), City of Round Rock, Texas concerning public notices, hearings, and other procedural matters has been fully complied with, Now Therefore BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ROUND ROCK, TEXAS: I. That the City Council has hereby determined the Planned Unit Development (PUD) No. 83 meets the following goals and objectives: (1) The development in PUD No. 83 is equal to or superior to development that would occur under the standard ordinance requirements. (2) P.U.D. No. 83 is in harmony with the general purposes, goals, objectives and standards of the General Plan. (3) P.U.D. No. 83 does not have an undue adverse effect upon adjacent property, the character of the neighborhood, traffic conditions, parking, utilities or any other matters affecting the public health, safety and general welfare. (4) P.U.D. No. 83 will be adequately provisioned by essential public facilities and services including streets, parking, drainage, water, wastewater facilities, and other necessary utilities. 2 (5) P.U.D. No. 83 will be constructed, arranged and maintained so as not to dominate, by scale and massing of structures, the immediate neighboring properties or interfere with their development or use in accordance with any existing zoning district. II. That the Official Zoning Map adopted in Section 11.401(2)(a), Code of Ordinances (1995 Edition), City of Round Rock, Texas, is hereby amended so that the zoning classification of the property described in Exhibit "A", attached hereto and incorporated herein shall be, and is hereafter designated as, Planned Unit Development (PUD) No. 83, and that the Mayor is hereby authorized and directed to enter into the Development Plan for PUD No. 83 attached hereto as Exhibit "B", which agreement shall govern the development and use of said property. III. A. All ordinances, parts of ordinances, or resolutions in conflict herewith are expressly repealed. B. The invalidity of any section or provision of this ordinance shall not invalidate other sections or provisions thereof. C. The City Council hereby finds and declares that written notice of the date, hour, place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas Government Code, as amended. 3 Alternative 1. By motion duly made, seconded and passed with an affirmative vote of all the Council members present, the requirement for reading this ordinance on two separate days was dispensed with. READ, PASSED, and ADOPTED on first reading this Z day of , 2008. Alternative 2. READ and APPROVED on first reading this the , 2008. day of READ, APPROVED and ADOPTED on second reading this the day of , 2008. SARA L. WHITE, City Secretary ALAN MCGRAW, Mayor City of Round Rock, Texas 4 EXHIBIT A Zoning Exhibit Metes and Bounds Description Abel L. Eaves Survey, Abstract No. 215, Williamson County, Texas 1. Parcel 1 12.56 acres 2. Parcel 2 6.06 acres 3. Parcel 3 8.83 acres 4. Parcel 4 5.07 acres 5. Parcel 5 25.82 acres 6. Parcel 6 7.80 acres 7. Parcel 7 7.38 acres TOTAL (Parcels 1-7) 73.52 acres wAttMME O.5EM04;J DOC. ND. 1000TBS6 OP.Rw.c PARCEL 1 COMMERCLLL 1266 ACRES vRUM VIEW T REPLAY Or 160600 BROOK sacra. TRR66 •A- I� OPOf TpWOM LOOP e 1.14 j•5 ea so Kays 66 sure or nyas L1 sae Names. LP Roc. NA 6106621. WIRY BROOK MN 1 PARCEL 2 COMMERCIAL 8.08 ACRES L9 00 PARCEL 4 PUBLIC FACILMES/MULTifAARLfY 6.07 ACRES V 01 STONKT BROOK SKCTSON 6 1C SAW, wac CAM 1 RVIy�J \I WON MOON Brae --y% 66. ,A.1t wee C22 =MR 31006 SECTION 4 \/ Wo+B666N 6aW 4 PARCEL 7 OFFICE / TOWNHOUSE 7.38 ACRES PARCEL 3 OFFICE 8.83 ACRES 142\;I,. S�� y k pvtS Si CO 0.6aurldsgmm APS. m 6.166 300' 600' 900' male Auto Rumor K04.4,66, nassyy nMI ca+un..m. STORMY 61001 SEC1100 6 4ANIN MOCK Pim a PARCEL B TOWNHOUSE 790 ACRES 11 1 r......-• ? 1 . r LAKESIDE SUBDIVISIONf 1'�` LAKESIDE SUBDIVISION;" ' L — L J SECTION 1 FINAL PLATT SECTION 4 FINAL PLAT ' I \ —CAB. 0 SLIGO -100 I I •' SCAB. V SL. 205-266 - ' R.W C. T. �••�• P.R.W.C1. 1 L — - PARCEL 6 OPER SPACE 26112 ACRES To see Kam. Lo. STORM w.TER awWIX OAsocwT Doc. NO. 2006651391 Issusam. wA ,se An n1 1.3 11606 ""tes06.6 WNY ."F9iOfw6,EE ^=1",,..%=;2` ABBREVIATION TABLE 050 FOUND 0.QC. POINT OF COMMENCEMENT P.O.B. POINT OF BEdNNING BOC DOCUMENT OP.6 0..0.5 0P11001. PROPERTY RECORDS OF WLLIAM50N COUNTY, 1EXA5 0.65..CT. OPTIOM. RECORDS OF WKLIAMSON COUNTY, TEXAS 0.0.0.CT. PLAT RECORDS OF WILUAMSON COUNTY. TEXAS R.O.W. RI0116 OF MAY VOL VOWLIE PG. PAGE NO. NUM016 PAGE 1 OF 2 PATE • SURVEYORS A DIVISION OF PATE ENGINEERS, INC_ 7002C Yd M Tws N.T„ Sw 050.M45*. 107004FN1:14460600006313400604-.....4n6.avm OVERALL UNIVERSITY VILLAGE ZONING EXHIBIT ABEL L EAVES SURVEY, A-215 WILUAMSON COUNTY, TEXAS DRANK: R.G. APPRO E0 FOR ISSUE, J. 0,— 6 - IISRSUEADATE 09/09/2008 ' A°FA` I = 300' PROJECT NO.: 1135-012-00—A800 CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING 01 89'54'06" 2000' 31.38' N 65'57'16" W 28.26' N 20'54'19' W C2 2846'50' 20.00' 10.06' 14 06'42'59" W 9.95' N 6852'36' E C3 3824'43" 500.50' 309.34' 5 02'46'02" E 304.44' 1.9 C4 01'01'37" 760.00' 13.62' N 14'25'31" E 13.62' N 69'0834" E C5 15'02'51" 760.00' 199.60' N 07'24'55" E 199.02' N 89'53'29" E C6 1510'10' 760.00' 201.21' N 0619'38" E 200.63' S 7605'17" E C7 24'19'29" 460.00' 195.29' N 13'25'12" W 193.83' 14 64'2504" E C8 420832' 400.00' 293.63' S 85'26'50" W 287.08' 159.96' C9 83'12'07" 20.00' 29.04' N 31'05'53" W 26.56' N 17'1804" E 010 31'01'07" 435.63' 235.84' S 05'15'35" E 232.97' N 20'51'26' w C1 1 89'19'49" 20.00' 31.18' N 23'34'50" E 28.12' 666.63' C12 89'15'21' 20.00' 31.16' N 65'25'42" W 28.10' N 2703'23" W C13 972812" 20.00' 31.57' N 241802' E 28.39' N 69'02'56" E C14 91'15'25' 20.00' 31.85' N 65'16'08" W 28.59' N 20'53'21" W 015 90'21'12" 20.00' 31.54' 14 2242'56" E 28.37 N 6832'21" W C16 891814" 20.00' 31.18' N 65'38'49" W 28.12' 14 20'18'26" W 017 9729'23' 20.00' 31.59 N 24'0954 E 28.40' N 6855'12" E C18 280716' 807.50' 352.40' 5 374855" E 349.61 L44 C19 24'42'07' 492.50' 212.33' N 375600" W 210.69' N 64'2504" E C20 663702" 333.33' 387.56' N 01'39'02" W 366.10' N 5802'26" E C21 5852'48" 435.63 67.52' 5 271801" W 67.45' 14 581535 W C22 8212'35" 20.00' 29.05' N 64'2758" E 26.56' N 21'13'40" W C23 071719" 807.50' 102.72' 5 46'35'24" E 102.65' 267.53' C24 1742'57" 607.50' 249.68' S 34'08'16" E 248.69' 5 470715" W C25 89'58'58" 20.00' 31.41' N 23'45'49" E 28.28' N 34'37'03" W C26 172844" 333.33' 72.60' N 41'11'55" W 72.45' N 4233'43" E C27 8758'58" 20.00' 31.41' N 681309" W 28.28' N 21'12'38" W C28 2611'07' 480.98' 219.82' 5 34'19'15' E 217.91' N 8010'39" W C29 01'08'56' 760.00' 15.24' N 004759" W 15.24' 211.40' LINE BEARING DISTANCE L1 N 20'51'26" W 25.00' 12 N 275718" W 497.93' L3 N 69'31'37" E 1012.44' L4 5 1711'36' E 546.86' L5 5 6908'34" w 960.06' L6 N 6908'34' E 570.23' L7 S 20'28'23" E 50.79' L8 N 14'56'20" E 226.76' 1.9 $ 690834' W 334 85' 110 N 20'51'26' W 535.24' L11 N 69'0834" E 211.64' L12 5 1711'36" E 704.86' L13 5 69'37'00" W 488.40' 114 N 6908'34' E 178.19' L15 S 01'15'27' E 365.94' 116 N 64'2504" E 60.54' 117 N 73'31'24' W 42.31' 119 N 16'28'36' E 30.00' 119 N 20'53'54' W 50.00' L20 N 20'55'06" W 159.96' L21 N 20'55'24' W 49.85 L22 N 20'50'46' w 199.64' 123 N 2754'26" W 49.04' L24 N 2053'44" W 199.92' L25 N 20'51'26' w 25.00' L26 N 1711'36' W 636.50' 127 5 17'2047" E 666.63' 128 S 39'53'18' E 911.10' L29 S 58'55'53" W 124.96' L30 5 44'45'55" W 8.98 L.31 5 63'42'57" W 106.67' L32 N 79'54'34' W 84.66' L33 N 65'30'23" Si, 128.43' L34 5 71'4706' W 39.98' L35 N 6741'30" W 99.05' L36 N 44'13'33" W 188.80' L37 N 40'41'37" W 275.54' L38 N 24'0821' W 221.02' L39 N 32'38'44" W 98.86' L40 S 2816'47' E 158.10' L41 N 64'2504" E 32.50' L42 N 64'25'04' E 28.04' L43 S 65'42'42" w 377.25' L44 5 485809" W 270.00' L45 5 2224'55" W 178.02' L46 5 13'29'24' W 60.37' 147 S 85'06'10' W 177.08' L48 5 31'41'22" W 374.48' L49 N 1628'36' E 30,00' L50 5 71'4706" W 53.98' L51 S 11'2834" E 360.66' 152 5 684833" W 1026.21' 153 N 21'13'40" W 104.68' 154 N 21'13'40" W 50.00' 155 N 684820" E 267.53' 156 N 23'29'29" W 40.69' L57 14 10'00'09" W 220.99' 1,56 N 35'49'52" W 144.22' 159 N 01'3524 W 109.71' 160 N 34'37'03" W 54.37' 161 N 19'41'25" E 107.41' L62 N 2844'31' W 85.74' L63 N 04'09'46" E 71.11' L64 14 3609'23" W 33.20' 165 9 870702" W 95.91' 166 N 01'36'55' W 125.69' 1.67 N 8010'39" W 116.52' L68 S 51'28'34" W 118.98' L69 S 6245'36" W 211.40' 170 N 4724'09' w 125.85' 171 N 21'13'40" W 699.42' L72 N 4724'09" W 49.24' PAGE 2 OF 2 PATE :%• SURVEYORS A DIVISION OF PATE ENGINEERS, INC_ 7841 Coxal 4 Tam H y. 51. 334.6a4n. 1A M031•p65113400600•Fa5120400604•...gpwgsw. OVERALL UNIVERSITY VILLAGE ZONING EXHIBIT ABEL L EAVES SURVEY, A-215 W1LUAMSON COUNTY, TEXAS DRAWN: R.G. APPROVED FCR 1559E' ORIGINAL 09/09/2008 ISS1E DATE ORIGINAL 1" = 300' SCALE PROJECT NO.: 1135-012-00-AB00 PARCEL 1 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 12.56 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 12.56 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a %" iron rod found with a Baker-Aicklen cap in the southerly right-of-way line of University Boulevard (width varies) as recorded in Volume 1712, Page 789 Official Records of Williamson County, Texas (Chandler Road width varies, County Road 114) for the corner common to the northwest comer of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas and the northeast corner of said 98.20 acre tract, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; THENCE, South 17°11'36" East, a distance of 546.86', continuing with the line common to the west line of said Avery Ranch Company tract and the east line of said 98.20 acre tract, also common to said Boundary Line Agreement; THENCE, South 69°08'34" West, a distance of 960.06' over and across said 98.20 acre tract, to a point in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 3A as recorded in Cabinet 0, Slides 318-319, in the Plat Records of Williamson County; THENCE with the said common easterly right-of-way line Sandy Brook Lane and the west line of said 98.20 acre tract, the following four (4) courses and distances; 1. North 20°51'26" West, a distance of 25.00' to a %" iron rod found for the point of curvature of a curve to the right from which the radius bears North 20°54' 19" West, a Delta Angle of 89°54'06", and a Radius of 20.00'; 2. With said curve to the right a Chord Bearing of North 65°57'16" West, a Chord Distance of 28.26', and an Arc Distance of 31.38' to a %" iron rod found for the end of the curve herein described; Page 2 of 2 3. North 20°50'18" West, a distance of 497.93' to a Y2" iron rod with a Pate cap found for the point of curvature of a curve to the right from which the radius bears North 68°52'36" East, a Delta Angle of 28°48'50", and a Radius of 20.00'; 4. With said curve to the right a Chord Bearing of North 06°42'59" West, a Chord Distance of 9.95', and an Arc Distance 10.06' to a '/2" iron rod with Baker-Aicklen cap found for the end of the curve herein described, and falling in the southerly right-of-way of said University Boulevard; THENCE North 69°31'37" East, a distance of 1,012.44' with the line common to the said southerly right-of-way of University Boulevard and the northerly line of said 98.20 acre tract to the POINT OF BEGINNING of the tract herein described and containing 12.56 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 4-5 Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. ABBREVIATION TABLE FND. FOUND P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT 0.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF WILUAMSON COUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS OF WILUAMSON COUNTY. TEXAS P.R.W.C.T. PLAT RECORDS OF WILUAMSON COUNTY. TEXAS R.O.W. RIGHT OF WAY VOL. VOLUME PG. PAGE NO. NUMBER SANDY BROOK DRIVE (60' R.O.W.) CAB. 0. SL. 318-319 P.R.W.C.T. N 20"50'18" W 497.93' - ----j SATELLITE VIEW - ---Th ft- FND. 1/2 1. ROD WITH BERNHARDT CAP FND. 1/2 I. ROD VITH PATE CAP 0' 200' 400' 600' M (CHANDLER ROAD,) UNIVERSITY BLVD (R.O.W. VARIES) (COUNTY ROAD NO. 114) (0.325 ACRES) N 69°31'37" E 1012.44' VOL. O.R.W.1712, C.T.PG. 789 WATERLINE EASEMENT DOC. N0. 2004017956 0.P.R.W.C.T. PARCEL 1 COMMERCIAL 12.56 ACRES P.O9. FND. I/O 1. ROD VITH 216 CAP BOUNDARY LINE AGREEMENT VOL 958 PG. 772 D.R.W.C.T. REPLAT OF STONEY BROOK SECTION THREE "A" S 69°08'34" W 960.06' 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. co w C t-) 73 r r- 1-0 N Z p m• CO 0ID U_ z> = DDS O0ODN"'f O '-4 MoD N� G? OZ _c O r 0o cm P1 CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 89'54'06" 20.00' 31.38' N 65'57'16" W 28.26' N 20'54'19" W C2 28'48'50" 20.00' 10.06' N 06'42'59" W 9.95' N 68'52'36" E LINE BEARING DISTANCE L1 N 20'51'26" W 25.00' SYMBOL LEGEND O FOUND 1/2" IRON ROD UNLESS OTHERWISE NOTED A CONTROLLING MONUMENT • CALCULATED POINT PATE SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capital of Texas Hwy.. Ste. 350•Aostin, TX 78731•Ph5123400600•Fox512.3400604•wwe.poteeng.aom UNIVERSITY VILLAGE ZONING EXHIBIT 12.56 ACRES PARCEL 1 ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. APPRPVEDF ISSUE: N�i►•G�"/Oj ORIGINAL I ORIGINAL 1• = 200' ISSUE DATE: 09/09/08 SCALE JOB NO.: 1135-012-00—A800 PARCEL 2 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 6.06 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 6.06 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED 1N DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. COMMENCING at a %2" iron rod found with a Baker-Aicklen cap in the southerly right-of- way line of University Boulevard (width varies) as recorded in Volume 1712, Page 789 Official Records of Williamson County, Texas (Chandler Road width varies, County Road 114) for the corner common to the northwest corner of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas and the northeast corner of said 98.20 acre tract, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas, from which a '/2" iron rod with Bernhardt cap found for a northwest corner of said 98.20 acre tract, common to a point in the south line of said University Boulevard bears South 69°31'37" West, a distance of 1012.44' THENCE, South 17°11'36" East, a distance of 546.86', with said common line to a point for a corner; THENCE, South 69°08'34" West, a distance of 211.64', crossing said 98.20 acre tract to the POINT OF BEGINNING of the herein described tract THENCE, over and across said 98.20 acre tract the following seven (7) courses and distances; 1. South 20°28'23" East, a distance of 50.79' to the point of curvature of a curve to the right having a Delta angle of 35°24'43", and a radius of 500.50'; 2. Along said curve to the right a Chord Bearing of South 02°46'02" East, a Chord Distance of 304.44', and an Arc Distance of 309.34'to the end of curve; 3. South 14°56'20" West, a distance of 226.78' to the point of curvature of a curve to the left having a Delta angle of O1°01'37", and a radius of 760.00'; Page 2 of 2 4. Along said curve to the left a Chord Bearing of South 14°25'31" West, a Chord Distance of 13.62', and an Arc Distance of 13.62'to the end of curve; 5. South 69°08'34" West, a distance of 334.85' to a point for a corner; 6. North 20°51'26" West, a distance of 535.24' to a point for a corner; 7. North 69°08'34" East, a distance of 570.23' to the POINT OF BEGINNING of the tract herein described and containing 6.06 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 A&G. /-L‘S' Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. TRACT 1 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, III, TRUSTEE TO AVERY RANCH COMPANY, LTD. DOCUMENT NO. 2002071336 O.P.R.W.C.T. 171 t0 CC -td, Icr /� K..13 pNo m Z9aa a I ac in J 0 1- to w 0 20 z • I'I 0 0 Io J a W wa O W cc 2 a0q U(c) 0 (U O (9) • • 4-4 m Z X N 6 W ce LAJ W Z a o Z s 0 W ^N N Imo ag Q 0 Z "4 - cc cc w az 0 b 0 to 2 W N Q W Wco~ W N c 03 U co cc W • VJ .... T j S0 O wJ CO w N N rCC A 1135-012-00-A800 DRAWN: R.G. oa 6`C < co d el - 41 NH (V O W W VI O • O V' O pQ~J D ro d N Z O m y0 p ,ta'SE5 At „9Z,I9o0Z 1NI c~J • a RADIAL BEARING O r7 N CO O z_ W m 0 0 U W N 0 CD O 2 Z W J 0 ro 0) O N CD M U) 0 Q O 10 O O 10 O O O c0 N W J 0 z J W 0 rr) N ro N M O 0 W U U N U DISTANCE N O CC') r' CD N N 334.85' 546.86' co r - N 1012.44' BEARING W M „0Z,95. -17 L S W N) •,tcD,tI-- N ro )r7M co CO CO r - C\1 O O b) — i' O CO- rO N CO s- CO co U) (/) U) U) U) W L1 L3 L4 L6 Z C\I J in J J 1 F— m a0 0 C5 I 1„ co a X W 00 10 W z & X 6`” � zg Z aajj�u 0 W g O W N 0 g . d. W� W 0W°) a ^ <9 CO o • • .J oa_a0 Jaz Win 2 W - O^ 57 J i KN O oN� WJ o 5 ° W a •o > Ev 8 Z oi. n 1 DRAY u J z 0 o Z z �W J O. zw tO 0 MONUMENT CALCULATED POINT ® a • A 0 F a o< < a Z x x I� ~ 6 ~ Z z � col� U 0 mF C 0 O O o W z Z= U U .71 OSso�� aaaoO0 a o z • 1/8,23 W N C 3 a� RIGHT OF WAY ~ 3 U U O 3 3 z 0 rc o a 2 U a NO. NUMBER PARCEL 3 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 8.83 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 8.83 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a '/2" iron rod found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 3A as recorded in Cabinet 0, Slides 318-319, in the Plat Records of Williamson County, Texas common to an westerly comer of said 98.20 acre tract; THENCE North 20°51'26" West, a distance of 25.00' with the said common easterly right-of- way line of Sandy Brook Drive and the west line of said 98.20 acre tract, to a point for a corner; THENCE leaving said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following nine (9) courses and distances; 1. North 69°08'34" East, a distance of 178.19' to a point for a corner; 2. South 20°51'26" East, a distance of 535.24' to a point for a corner; 3. North 69°08'34" East, a distance of 334.85'to a point on a curve to the left having a Delta angle of 15°10'10", a radius of 760.00', and from which point the radius bears South 76°05'17" East; 4. Along said curve to the left a Chord Bearing of South 06°19'38" West, a Chord Distance of 200.63', and an Arc Distance of 201.21' to the end of the curve herein described; 5. South 01°15'27" East, a distance of 365.94' to the point of curvature of a curve to the left, having a Delta Angle of 24°19'29", a Radius of 460.00'; 6. Along said curve to the left a Chord Bearing of South 13°25'12" East, a Chord Distance of 193.83', and an Arc Distance of 195.29' to the end of the curve herein described; 7. South 64°25'04" West, a distance of 60.54'to the point of curvature of a curve to the right, having a Delta angle of 42°03'32", and a radius of 400.00'; Page 2 of 3 8. Along said curve to the right a Chord Bearing of South 85°26'50" West, a Chord Distance of 287.08 ', and an Arc Distance of 293.63' to the end of the curve herein described; 9. North 73°31'24" West, a distance of 42.31' to a point in the easterly right-of-way line of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 5 as recorded in Cabinet Y, Slides 184, in the Plat Records of Williamson County, Texas common to a point in the westerly line of said 98.20 acre tract; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following sixteen (16) courses and distances; 1. North 16°28'36" East, a distance of 30.00' to a'/2" iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 17°18'04" East, a Delta Angle of 83°12'07", and a radius of 20.00'; 2. With said curve to the right a Chord Bearing of North 31°05'53" West, a Chord Distance of 26.56', and an Arc Distance of 29.04' to a '/2" iron rod with Baker-Aicklen cap found for the reverse curvature of a curve to the left from which the radius bears North 79°45'02" West, a Delta Angle of 31°01'07", and a Radius of 435.63; 3. With said curve to the left a Chord Bearing of North 05°15'35" West, a Chord Distance of 232.97', and an Arc Distance of 235.84' to a '/2" iron rod with RJE&S cap found for the reverse curvature of a curve to the right from which the radius bears North 68°54'55" East, a Delta Angle of 89°19'49", and a Radius of 20.00'; 4. With said curve to the right a Chord Bearing of North 23°34'50" East, a Chord Distance of 28.12', and an Arc Distance of 31.18' to a %2" iron rod with RJE&S cap found for the end of the curve herein described; 5. North 20°53'54" West, a distance of 50.00' to a %2" iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 20°03'23" West, a Delta Angle of 89°15'21", and a Radius of 20.00'; 6. With said curve to the right a Chord Bearing of North 65°25'42" West, a Chord Distance of 28.10', and an Arc Distance of 31.16' to a %2" iron rod with RJE&S cap found for the end of the curve herein described; 7. North 20°55'08" West, a distance of 159.96' to a'/2" iron rod with Baker-Aicklen cap found for the point of curvature of a curve to the right from which the radius bears North 69°02' 56" East, a Delta Angle of 90°26' 12", and a Radius of 20.00'; 8. With said curve to the right a Chord Bearing of North 24°16'02" East, a Chord Distance of 28.39', and an Arc Distance of 31.57' to a %2" iron rod with RJE&S cap found for the end of the curve herein described; 9. North 20°55'24" West, a distance of 49.85' to a '/2" iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 20°53'51" West, a Delta Angle of 91°15'25", and a Radius of 20.00'; Page 3 of 3 10. With said curve to the right a Chord Bearing of North 65°16'08" West, a Chord Distance of 28.59', and an Arc Distance of 31.85' to a 1/2" iron rod with RJE&S cap found for the end of the curve herein described; 11. North 20°50'46" West, a distance of 199.64' to a %2" iron rod found for the point of curvature of a curve to the right passing at 119.53', the north line of said STONEY BROOK SECTION 5 and the south line of said REPLAT OF STONEY BROOK SECTION 3A, from which the radius bears North 68°32'21" East, a Delta Angle of 90°21'12", and a Radius of 20.00'; 12. With said curve to the right a Chord Bearing of North 23°42'56" East, a Chord Distance of 28.37', and an Arc Distance of 31.54' to a found %2" iron rod for the end of the curve herein described; 13. North 20°54'28" West, a distance of 49.84' to a '/2" iron rod found for the point of curvature of a curve to the right, from which the radius bears North 20°18'26" West, a Delta Angle of 89°19'14", and a Radius of 20.00'; 14. With said curve to the right a Chord Bearing of North 65°38'49" West, a Chord Distance of 28.12', and an Arc Distance of 31.18' to a Y2" iron rod found for the end of the curve herein described; 15. North 20°53'44" West, a distance of 199.92' to a 1/2" iron rod found for the point of curvature of a curve to the right from which the radius bears North 68°55'12" East, a Delta Angle of 90°29'23", and a Radius of 20.00'; 16. With said curve to the right a Chord Bearing of North 24°09'54" East, a Chord Distance of 28.41', and an Arc Distance of 31.59' to the POINT OF BEGINNING of the herein described tract and containing 8.83 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 Neil Hines, K.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. SATELLITE VIEW REPLAT OF STONEY BROOK SECTION THREE "A" • `U P.O.B. L2 �1 �� FND. 1/2' IRON ROD LORSON LOOP aG, SANDY BROOK DRIVE ) 4 (60' R.O.W.) CAB. O. SL. 318-319 I SYMBOL LEGEND O FOUND 1/Y IRON ROD UNLESS OTHERWISE NOTED O CONTROLUNG MONUMENT • CALCULATED POINT STONEY BROOK SECTION 5 SANDY BROOK DRIVE (60' R.O.W.) CAB. Y. SL. 184 P.R.W.C.T. °Aw4 Loop ts- 1n FNA 1/2 I. RODS WITH RJEIS CAP • FND. 1/2 1. ROD WITH RJEIS CAP FND. 1/2 I. ROD WITH B&A CAP C\2 u. ceD In S 20"51'26" E 0' 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 O.P.R.W.C.T. 200' 400' 600' N 69°08'34" E 334.85' PARCEL 3 OFFICE 8.83 ACRES FND. 1/2 1. RODS WITH RJE&S CAP FND. 1/2 I. RODS WITH RJEIS CAP FND. 1/2 I. ROD WITH DIA CAP 1P 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 O.P.R. W. C. T. ABBREVIATION TABLE FND. FOUND P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT O.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF WILLIAMSON COUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS OF WILLIAMSON COUNTY. TEXAS P.R.W.C.T. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS R.O.W. RIGHT OF WAY VOL. VOLUME PG. PAGE NO. NUMBER C, L3 W 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. s s PAGE 1 OF 2 215 PATE •:i:• SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capitol of Teats Hwy.. Ste. 350•Austin. TX 78731 •Ph5123400600•Fos5123400604•www.pateeng.aom UNIVERSITY VILLAGE ZONING EXHIBIT 8.83 ACRES PARCEL 3 ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. APP OVED FO ISSUE: ORIGINAL I ORIGINAL ISSUE DATE: 09/09/08 SCALE 1" = 200' JOB NO.: 1135-012-00-A800 CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 15'10'10" 760.00' 201.21' S 06'19'38" W 200.63' S 76'05'17" E C2 24'19'29" 460.00' 195.29' S 13'25'12" E 193.83' C3 42'03'32" 400.00' 293.63' S 85'26'50" W 287.08' C4 83'12'07" 20.00' 29.04' N 31'05'53" W 26.56' N 17'18'04" E C5 31'01'07" 435.63' 235.84' N 05'15'35" W 232.97' C6 89'19'49" 20.00' 31.18' N 23'34'50" E 28.12' C7 89'15'21" 20.00' 31.16' N 65'25'42" W 28.10' N 20'03'23" W C8 90'26'12" 20.00' 31.57' N 24'16'02" E 28.39' N 69'02'56" E C9 91'15'25" 20.00' 31.85' N 65'16'08" W 28.59' N 20'53'51" W C10 90'21'12" 20.00' 31.54' N 23'42'56" E 28.37' N 68'32'21" E C11 89'19'14" 20.00' 31.18' N 65'38'49" W 28.12' N 20'18'26" W C12 90'29'23" 20.00' 31.59' N 24'09'54" E 28.40' N 68'55'12" E LINE BEARING DISTANCE L1 N 20'51'26" W 25.00' L2 N 69'08'34" E 178.19' L3 S 64'25'04" W 60.54' L4 N 73'31'24" W 42.31' L5 N 16'28'36" E 30.00' L6 N 20'53'54" W 50.00' L7 N 20'55'08" W 159.96' L8 N 20'55'24" W 49.85' L9 N 20'50'46" W 199.64' L10 N 20'54'28" W 49.84' L11 N 20'53'44" W 199.92' PAGE 2 OF 2 PATE 4 SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capitol of Texas Hwy., Ste. 350•Austin, TX 78731•Ph512340.0600 •rox512.3400604•ewe.pateeng.com UNIVERSITY VILLAGE ZONING EXHIBIT 8.83 ACRES PARCEL 3 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. ORIGINAL ISSUE DATE: 09/09/08 GRICINAL r = 200• SCALE ftOVE��E: �y� i JOB NO.: 1135-012-00-A800 PARCEL 4 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 5.07 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 5.07 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. COMMENCING at a %z" iron rod found with a Baker-Aicklen cap in the southerly right-of- way line of University Boulevard (width varies) as recorded in Volume 1712, Page 789 Official Records of Williamson County, Texas (Chandler Road width varies, County Road 114) for the corner common to the northwest corner of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas and the northeast corner of said 98.20 acre tract, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; THENCE, South 17°11'36" East, a distance of 546.86', with said common line to the POINT OF BEGINNING of the tract herein described; THENCE, South 17°11'36" East, a distance of 704.88', continuing with the line common to the west line of said Avery Ranch Company tract and the east line of said 98.20 acre tract, also common to said Boundary Line Agreement; THENCE, over and across said 98.20 acre tract the following six (6) courses and distances; 1. South 69°37'00" West, a distance of 488.40' to a point on a curve to the right having a Delta angle of 15°02'51", a radius of 760.00', and from which point the radius bears North 89°53'29" East; 2. Along said curve to the right a Chord Bearing of North 07°24'55" East, a Chord Distance of 199.02', and an Arc Distance of 199.60'to the end of curve; 3. North 14°56'20" East, a distance of 226.78' to a point on a curve to the left having a Delta angle of 35°24'43", and a radius of 500.50'; Page 2 of 2 4. Along said curve to the left a Chord Bearing of North 02°46'02" West, a Chord Distance of 304.44', and an Arc Distance of 309.34'to the end of curve; 5. North 20°28'23" West, a distance of 50.79' to a point for a corner; 6. North 69°08'34" East, a distance of 211.64', to the POINT OF BEGINNING of the herein described tract and containing 5.07 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 L Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 15'02'51" 760.00' 199.60' N 0724'55" E 199.02' N 89'53'29" E C2 35'24'43" 500.50' 309.34' N 02'46'02" W 304.44' UNIVERSITY BLVD (R.0.W. VARIES) (0,325 ACRES) VOL. 1712, PG. 789 O.R.W.C.T. (CHANDLER ROAD,) (COUNTY ROAD NO. 114) 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS. LP. DOC. No. 2008021486 0.P.R.W.C.T. P.O.C. FND. 1/2 1. RDD INTO U.A CAP BOUNDARY LINE AGREEMENT VOL 958 PG. 772 D.R.W.C.T. sig ti L3 P.OB, PARCEL 4 PUBUC FACILITIES/MULTI—FAMIUY 5.07 ACRES S 69'37'00" W 488.40' 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. BYLEIOL. LEOEND 0 FOUND 1/2. IRON ROD UNLESS OTHERWISE NOTED A CONTROLUNG MONUMENT • CALCULATED POINT LINE BEARING DISTANCE L1 N 14'56'20" E 226.78' L2 N 20'28'23" W 50.79' L3 N 69'08'34" E 211.64' L4 S 17'11'36" E 546.86' L5 S 17'11'36" E 636.50' co co e i` ti 00 FND. 1/2 1. ROD TRACT 1 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, III, TRUSTEE TO AVERY RANCH COMPANY, LTD. DOCUMENT NO. 2002071336 0.P.R.W.C.T. 0' 200' 400' 600' 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, III, TRUSTEE TO AVERY RANCH COMPANY, LTD. DOCUMENT NO. 2002071336 0.P.R.W.C.T. ABBREVIATION TABLE FND. P.O.C. P.O.B. DOC O.P.R.W.C.T. O.R.W.C.T. P.R.W.C.T. R.O.W. VOL. PG. NO. FOUND POINT OF COMMENCEMENT POINT OF BEGINNING DOCUMENT OFFICIAL PROPERTY RECORDS OF WILUAMSON COUNTY, TEXAS OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS PLAT RECORDS OF WIWAMSON COUNTY, TEXAS RIGHT OF WAY VOLUME PAGE NUMBER PATE 4 SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capital of Texas Hwy.. Ste. S50•Auetin. 1X 78731 •Ph512.T400600•Fax5123400604•www.pateeng.eom UNIVERSITY VILLAGE ZONING EXHIBIT 5.07 ACRES PARCEL 4 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. AP.P$ OVED Fpyr ISSUE: 4/6,f4/0414.df' ORIGINAL ORIGINAL ISSUE DATE: 09/09/08 SCALE JOB NO.: 1135-012-00—A800 = 200' PARCEL 5 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 25.82 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 25.82 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01- 035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a '/2" iron rod found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 6 as recorded in Cabinet Y, Slides 323-324, in the Plat Records of Williamson County, Texas common to the southwest corner of said 98.20 acre tract and common to a point in the north line of LAKESIDE SUBDIVISON SECTION ONE according to the plat thereof recorded under Cabinet R, Slides 189-190 in the Plat Records of Williamson County Texas; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following three (3) courses and distances; 1. North 21°13'40" West, a distance of 104.68', to the point of curvature of a curve to the right, having a delta angle of 89°58'58", a radius of 20.00'; 2. Along said curve to the right a Chord Bearing of North 23°45'49" East, a Chord Distance of 28.28', and an Arc Distance of 31.41', and from which point a'/2" iron rod with a G&R cap found bears North 54°26'06" West, a distance of 0.15'; 3. North 21°13'40" West, a distance of 50.00' to a point for a corner from which point a' 'A" iron rod with a G&R cap found bears South 37°27'53" West, a distance of 0.13'; !'HENCE leaving said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following fifteen (15) courses and distances; 1. North 68°46'20' 2. North 23°29'29' 3. North 10°00'09' 4. North 35°49'52' 5. North 01°35'24' 6. North 34°37'03" 7. North 19°41'25" ' East, a distance of 267.53' to a point for a corner; ' West, a distance of 40.69' to a point for a corner; ' West, a distance of 220.99' to a point for a corner; ' West, a distance of 144.22' to a point for a corner; ' West, a distance of 109.71' to a point for a corner; West, a distance of 54.37' to a point for a corner; East, a distance of 107.41' to a point for a corner; Page 2 of 3 8. North 28°44'31" West, a distance of 85.74' to a point for a corner; 9. North 04°09'46" East, a distance of 71.11' to a point for a corner; 10. North 36°09'23" West, a distance of 33.20' to a point for a corner; 11. North 87°07'02" West, a distance of 95.91' to a point for a corner; 12. North 01°36'55" West, a distance of 125.69' to a point for a corner; 13. North 80°10'39" West, a distance of 116.52' to a point for a corner; 14. South 51°28'34" West, a distance of 118.98' to a point for a corner; 15. South 62°45'36" West, a distance of 211.40' to a point for a corner in the said easterly right-of- way line Sandy Brook Drive, common to a point in the west line of said 98.20 acre tract; THENCE with the said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, the following two (2) courses and distances; 1. North 47°24'09" West, a distance of 125.825' to the point of curvature of a curve to the right, having a delta angle of 12°28'44", a radius of 333.33', and from which point the radius bears North 42°33'43" East; 2. Along said curve to the right a Chord Bearing of North 41°11'55" West, a Chord Distance of 72.45', and an Arc Distance of 72.60'to the end of curve; THENCE leaving said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following twelve (12) courses and distances; 1. North 85°06'10" East, a distance of 177.08' to a point for a corner; 2. North 13°29'24" East, a distance of 60.37' to a point for a comer; 3. North 22°24'55" East, a distance of 178.02' to a point for a corner; 4. North 48°55'09" East, a distance of 270.00' to a point for a corner; 5. North 65°42'42" East, a distance of 377.25' to the point of curvature of a curve to the right, having a delta angle of 17°42'57", a radius of 807.50', and from which point the radius bears South 47°00' 15" West; 6. Along said curve to the right a Chord Bearing of South 34°08' 16" East, a Chord Distance of 248.69', and an Arc Distance of 249.68'to the end of curve herein described; 7. South 25°16'47" East, a distance of 158.10' to a point for a corner; 8. South 32°38'44" East, a distance of 98.86' to a point for a corner; 9. South 24°08'21" East, a distance of 221.02' to a point for a corner; 10. South 40°41'37" East, a distance of 275.54' to a point for a corner; Page 3 of 3 11. South 44°13'33" East, a distance of 188.80' to a point for a corner; 12. South 67°41'30" East, a distance of 99.05' to a point in the south line of said 98.20 acre tract, common to a point in a northwesterly line of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; THENCE with the said common line of 98.20 acre tract, 1200.19 acre tract, and boundary line agreement, the following two (2) courses and distances; 1. South 71°47'06" West, a distance of 53.98' to IA" iron rod found for an easterly corner of the said 98.20 acre tract; 2. South 11°26'34" East, a distance of 360.66' to rail road spike found for the corner common to the northeast corner of LAKESIDE SUBDIVISION SECTION FOUR as recorded in Cabinet X, Slides 285-286 of the Plat Records of Williamson County, Texas, a southerly corner of said 98.20 acre tract, a westerly corner of said 1200.19 acre tract and the most southeasterly corner of the tract herein described; THENCE South 68°46'33" West, a distance of 1026.21' with the line common to the south line of said 98.20 acre tract and the north line of said LAKESIDE SUBDIVISION SECTION FOUR and the north line of said LAKESIDE SUBDIVISON SECTION ONE to the POINT OF BEGINNING of the herein described tract and containing 25.82 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 A/6/ /"Lt.S Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. \ \ / L23 L22 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. C3 { L21 L19 L2 STONEY BROOK SECTION 6 14.513 ACRES CAB. Y SL. 323 DOC. NO. 2004032889 0.P.R.W.C.T. SANDY BROOK DRNE (60' R.D,W.> CAB. R. SL. 363-364 P.R.W.C.T. FOUND 1/2- IRON ROD MN G&R CAP BEARS $ 3727'53_W0.13' L17 6 L15 L14 L13 L11 PARCEL 5 L26 OPEN SPACE L10 25.82 ACRES L9 L24 L25 L8 98.20 ACRES L7 THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 L6 0.P.R.W.C.T. L5 W) L L27 L28 L29 L30 L4 L31 L L3 , / STORM WATER DRAINAGE EASEMENT 1200.19 ACRESIRESUIOE TRACT 1C+ 1 —` 1- DOC. NO. 2000053391 BOUNDARY UNE AGREEMENT 1 0.P.R.W.C.T. VOL 958 PG. 772 CHARLES NEEDHAM AVERY, III• TRUSTEE FOUND 1/2' IRON ROD WITH G&R D.R.W.C.T. TO { L1 CAP BEARS N 54'26'o8' W 0.15' AVERY RANCH COMPANY, LTD. P.O.B. F„D RA,L DOCUMENT NO. 2002071336 I-\ - _ ..r — 1 __ T ._" I_' -Q'IRON ROD• I I L32 7- - .— - r- ..- .-. - _ _ _ A ROAD SPIKE 0.P.R.W.C.T. { { { LAKESIDE SUBDIVISION' ' LAKESIDE SUBDIVISIO . 1 *,1 ? I\\ 1 L L J SECTION 1 FINAL PLAT I I SECTION 4 FINAL PLA 1 -' j CAB. R SL189-190 n \CAB. P: W.C.T�2� e I — I I ... P.R.W.C.T. I I- ..- -- 1 BOUNDARY UNE AGREEMENT VOL 958 PG. 772 D.R.W.C.T. SYMBOL LEGEND 0 FOUND 1/2' IRON ROD UNLESS OTHERWISE NOTED A CONTROLLING MONUMENT • CALCULATED POINT ABBREVIATION TABLE FND. FOUND P.O.C. POINT OF COMMENCEMENT P.0.8. POINT OF BEGINNING DOC DOCUMENT 0.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF WILLIAMSON COUNTY. TEXAS O.R.W.C.T. OFFICIAL RECORDS OF WILLIAMSON COUNTY. TEXAS P.R.W.C.T. PLAT RECORDS OF WILLIAMSON COUNTY. TEXAS R.O.W. RIGHT OF WAY VOL. VOLUME PG. PAGE NO. NUMBER 0' 300' 600' 900' EMI INIII PAGE 1 OF 2 PATE • SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capitol of Teem Hwy.. Ste. 350•Auetin. TX 78731 •Ph512340.0800•Foe5123400604•www.pateeng.00m UNIVERSITY VILLAGE ZONING EXHIBIT 25.82 ACRES PARCEL 5 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.C. ORIGINAL ORIGINAL = 300' AP ROVED F ISSUE ISSUE DATE: 09/09/08 SCALE gI±_i q/- JOB NO.: 1135-012-00-A800 CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 89'58'58" 20.00' 31.41' N 23'45'49" E 28.28' C2 12'28'44" 333.33' 72.60' N 41'11'55" W 72.45' N 42'33'43" E C3 1742'57" 807.50' 249.68' S 34'08'16" E 248.69' S 47'00'15" W LINE BEARING DISTANCE L1 N 21'13'40" W 104.68' L2 N 21'13'40" W 50.00' L3 N 68'46'20" E 267.53' L4 N 23'29'29" W 40.69' L5 N 10'00'09" W 220.99' L6 N 35'49'52" W 144.22' L7 N 01'35'24" W 109.71' L8 N 34'37'03" W 54.37' L9 N 19'41'25" E 107.41' L10 N 28'44'31" W 85.74' L11 N 04'09'46" E 71.11' L12 N 36'09'23" W 33.20' L13 N 87'07'02" W 95.91' L14 N 01'36'55" W 125.69' L15 N 80'10'39" W 116.52' L16 S 51'28'34" W 118.98' L17 S 62'45'36" W 211.40' L18 N 47'24'09" W 125.85' L19 N 85'06'10" E 177.08' L20 N 13'29'24" E 60.37' L21 N 22'24'55" E 178.02' L22 N 48'55'09" E 270.00' L23 N 65'42'42" E 377.25' L24 S 25'16'47" E 158.10' L25 S 32'38'44" E 98.86' L26 S 24'08'21" E 221.02' L27 S 40'41'37" E 275.54' L28 S 44'13'33" E 188.80' L29 S 67'41'30" E 99.05' L30 S 71'47'06" W 53.98' L31 S 11'26'34" E 360.66' L32 S 68'46'33" W 1026.21' PAGE 2 OF 2 PATE :::• SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capitol of Texas Hwy.. Ste. 350•Aoslln, TX 78731•Ph512.34P0600•FaxS12.3400604•ww.pateeng.00m UNIVERSITY VILLAGE ZONING EXHIBIT 25.82 ACRES PARCEL 5 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.C. ORIGINAL ISSUE DATE: 09/09/08 ORIGINAL I. = 300. SCALE AP ROVED ISSUE: art �,vcf JOB NO.: 1135-012-00-A800 PARCEL 6 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 7.80 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 7.80 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01- 035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. COMMENCING at a'' h" iron rod found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 6 as recorded in Cabinet Y, Slides 323-324, in the Plat Records of Williamson County, Texas common to the southwest corner of said 98.20 acre tract and common to a point in the north line of Lakeside Subdivision Section 1 Final Plat according to the plat thereof recorded under Cabinet R, Slides 189-190 in the Plat Records of Williamson County Texas and from which a rail road spike found for the corner common to the northeast corner of LAKESIDE SUBDIVISION SECTION FOUR as recorded in Cabinet X, Slides 285-286 of the Plat Records of Williamson County, Texas, a southerly corner of said 98.20 acre tract, a westerly corner of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; bears North 68°46'33" East, a distance of 1026.21'; THENCE North 21°13'40" West, a distance of 194.68', to the POINT OF BEGINNING of the tract herein described in the east right-of-way line of said Sandy Brook Drive, common to a point in the west line of said 98.20 acre tract from which point a'/2" iron rod with a G&R cap found bears North 20°17'07" West, a distance of 0.15'; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following three (3) courses and distances; 1. North 21°13'40" West, a distance of 699.42' to the point of curvature of a curve to the left, having a Delta Angle of 26°11'07", a Radius of 480.98' and from which point a''/2" iron rod with G&R cap found bears North 63°06'54" East, a distance of 0.17'; 2. Along said curve to the left a Chord Bearing of North 34°19'15" West, a Chord Distance of 217.91', and an Arc Distance of 219.82' to a '/2" iron rod found for the end of the curve herein described; 3. North 47°24'09" West, a distance of 49.24' to a point for a corner; THENCE leaving said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following sixteen (16) courses and distances; Page 2 of 2 1. North 62°45'36" 2. North 51°28'34" 3. South 80°10'39' 4. South 01°36'55' 5. South 87°07'02' 6. South 36°09'23' 7. South 04°09'46' 8. South 28°44'31" 9. South 19°41'25" East, a distance of 211.40' to a point for a corner; East, a distance of 118.98' to a point for a corner; ' East, a distance of 116.52' to a point for a corner; ' East, a distance of 125.69' to a point for a corner; ' East, a distance of 95.91' to a point for a corner; ' East, a distance of 33.20' to a point for a corner; ' West, a distance of 71.11' to a point for a corner; East, a distance of 85.74' to a point for a comer; West, a distance of 107.41' to a point for a corner; 10. South 34°37'03" East, a distance of 54.37' to a point for a comer; 11. South 01°35'24" East, a distance of 109.71' to a point for a corner; 12. South 35°49'52" East, a distance of 144.22' to a point for a comer; 13. South 10°00'09" East, a distance of 220.99' to a point for a comer; 14. South 23°29'29" East, a distance of 40.69' to a point for a corner; 15. South 68°46'20" West, a distance of 267.53' from which point a V2" iron rod with a G&R cap found bears South 37°27'53" West, a distance of 0.13', to the point of curvature of a curve to the right, having a Delta Angle of 89°58'58", a Radius of 20.00', and from which point the radius bears North 21°12'38" West; 16. Along said curve to the right a Chord Bearing of North 66°13'09" West, a Chord Distance of 28.28', and an Arc Distance of 31.41' to the POINT OF BEGINNING of the herein described tract and containing 7.80 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. STONEY BROOK SECTION 6 SANDY BROOK DRNE (60' R.D.W.) CAB. Y. SL. 323-324 P.R.W.C.T. P.O.B. FOUND 1/2' IRON ROD WITH C86 CAP BEARS N 20'17'07' E 0.15' FOUND 1/2' IRON ROD WITH 0&R JI CAP BEARS S 3T2T53' W 0.13' OND L16 STORM WATER DRAINAGE EASEMENT \ \ J DOC. NO. 2000053391 0.P.R.W.C.T. P.O.C. \ \ oN 1ROODo L1 8 I 2LAKESIDE SUBDIVISION � LAKESIDE SUBDIVISION ,> I ,� i „ i � SECTION 1 FINAL PLAT ( SECTION 4 FINAL PLAT 1 iI' I 1_ L CAB. R SL.189-190 a 'CAB. X SL. 285-286M _.....1 — P.R.W.C.T. la P.R.W.C.T. _ ._ J. I TEMA ll� er N 21°13'40" W 699.42' 1.3 L2 FOUND 1/2' IRON ROD WRH G&R CAP BEARS N 63'06'54' E 0.17' riY PARCEL 6 TOWNHOUSE 7.80 ACRES Ls v� 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. 4.7 DOC. No. 2008021486 0.P.R.W.C.T. w T J T 0' PJISThD VAT — TRACT 1 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, III, TRUSTEE TO AVERY RANCH COMPANY, LTD. DOCUMENT NO. 2002071336 0.P.R.W.C.T. BOUNDARY LINE AGREEMENT VOL. 958 PG. 772 D.R.W.C.T. — ± — ! — F- --I T.. _.{.. --- -•-"( ._ to rua _ 200' 400' 600' ry PAGE 1 OF 2 FND. RAIL PATE \> SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capital of Texas Hwy., Ste. 350•Auetin, TX 78731 •Ph5123400600• Fax5123400604•www.poteenq.com UNIVERSITY VILLAGE ZONING EXHIBIT 7.80 ACRES PARCEL 6 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. APP OVED FW ISSUE: /0.44,44,./5 JOB NO.: 1135-012-00-A800 ORIGINAL ISSUE DATE: 09/09/08 ORIGINAL 1• = 200 SCALE CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 26'11'07" 480.98' 219.82' N 34'19'15" W 217.91' S 80'10'39" E C2 89'58'58" 20.00' 31.41' N 66'13'09" W 28.28' N 21'12'38" W LINE BEARING DISTANCE L1 N 4724'09" W 49.24' L2 N 62'45'36" E 211.40' L3 N 51'28'34" E 118.98' L4 S 80'10'39" E 116.52' L5 S 01'36'55" E 125.69' L6 S 87.07'02" E 95.91' L7 S 36'09'23" E 33.20' L8 S 04'09'46" W 71.11' L9 S 28'44'31" E 85.74' L10 S 19'41'25" W 107.41' L11 S 34'37'03" E 54.37' L12 S 01'35'24" E 109.71' L13 S 35'49'52" E 144.22' L14 S 10'00'09" E 220.99' L15 S 23'29'29" E 40.69' L16 S 68'46'20" W 267.53' L17 N 21'13'40" W 194.68' L18 N 68'46'33" E 1026.21' SYMBOL LECA® 0 FOUND 1/2' IRON ROD UNLESS OTHERWISE NOTED CONTROLLING MONUMENT • CALCULATED POINT ABBREVIATION TABLE FND. FOUND P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT O.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF WILUAMSON COUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS OF WILUAMSON COUNTY, TEXAS R.O.W. RIGHT OF WAY VOL. VOLUME PG. PAGE NO. NUMBER PAGE 2 OF 2 PATE * SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capital of Texas Hwy.. Ste. 350•Auatin, TX 78731 •Ph512.3400600•Fox512.34O0604•www.poteeng.eom UNIVERSITY VILLAGE ZONING EXHIBIT 7.80 ACRES PARCEL 6 ABEL L. EAVES SURVEY, A-215 WILUAMSON COUNTY, TEXAS DRAWN: R.G. APP OVED FpR ISSUE: ORIGINAL ORIGINAL ISSUE DATE: 09/09/08 SCALE JOB NO.: 1135-012-00-A800 1' = 200' PARCEL 7 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 7.38 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 7.38 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a %2" iron rod with RJE&S cap found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 5 as recorded in Cabinet Y, Slides 184, in the Plat Records of Williamson County, Texas common to a westerly corner of said 98.20 acre tract; THENCE North 16°28'36" East, a distance of 30.00' with the said common easterly right-of- way line Sandy Brook Drive and the west line of said 98.20 acre tract, to a point for a corner; THENCE leaving said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following ten (10) courses and distances; 1. South 73°31'24" East, a distance of 42.31' to the point of curvature of a curve to the left, having a Delta Angle of 42°03'32", and a Radius of 400.00'; 2. Along said curve to the left a Chord Bearing of North 85°26'50" East, a Chord Distance of 287.08', and an Arc Distance of 293.63' to the end of the curve herein described; 3. North 64°25'04" East, a distance of 28.04' to the point of curvature of a curve to the left, having a Delta Angle of 24°42'07", a Radius of 492.50', and from which point the radius bears North 64°25'04" East; 4. Along said curve to the left a Chord Bearing of South 37°56'00" East, a Chord Distance of 210.69', and an Arc Distance of 212.33' to the point of reverse curvature of a curve to the right, having a Delta angle of 07°17'19", and a Radius of 807.50'; 5. Along said curve to the right a Chord Bearing of South 46°38'24" East, a Chord Distance of 102.65', and an Arc Distance of 102.72 ' to the end of the curve herein described; 6. South 65°42'42" West, a distance of 377.25' to a point for a corner; 7. South 48°55'09" West, a distance of 270.00' to a point for a corner; 8. South 22°24'55" West, a distance of 178.02' to a point for a corner; 9. South 13°29'24" West, a distance of 60.37' to a point for a comer; Page 2 of 2 10. South 85°06'10" West, a distance of 177.08' to a point on a curve to the right in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 6 as recorded in Cabinet Y, Slides 323-324, in the Plat Records of Williamson County, Texas, common to a point in the west line of said 98.20 acre tract, having a Delta angle of 66°37'02", a Radius of 333.33, and from which point the radius bears North 55°02'26" East; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following four (4) courses and distances; 1. Along said curve to the right a Chord Bearing of North 01°39'02" West, a Chord Distance of 366.10', and an Arc Distance of 387.56' to a %2" iron rod with Baker-Aicklen cap found, passing at an arc distance of 201.00' the north line of said STONEY BROOK SECTION 6, common to the south line of STONEY BROOK SECTION 4 according to the plat thereof recorded in Cabinet R, Slides 363-364, in the Plat Records of Williamson County, Texas; 2. North 31°4122" East, a distance of 374.48', to a %2" iron rod with Baker-Aicklen cap found, passing at 270.96' the north line of said STONEY BROOK SECTION 4, common to the south line of said STONEY BROOK SECTION 5, for the point of curvature of a curve to the left, having a Delta angle of 08°52'48", a radius of 435.63' and from which point the radius bears North 58°15'35" West; 3. Along said curve to the left a Chord Bearing of North 27°18'01" East, a Chord Distance of 67.385', and an Arc Distance of 67.52' to a %2" iron rod with a RJE& S cap found for the point of reverse curvature of a curve to the right, having a Delta angle of 83°12'35", and a Radius of 20.00'; 4. Along said curve to the right a Chord Bearing of North 64°27'58" East, a Chord Distance of 26.56', and an Arc Distance of 29.05' to the POINT OF BEGINNING of the herein described tract and containing 7.38 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 /(7 6/ Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. I 0 3 N x Q O Z CO �o� NI_ N = O O1 w m N 1- tf)o z U O O t0 0 s 1 C4¢ 0 N011 A1- L.) C2 STONEY BROOK SECTION 4 CO Etc! O < • co LL O n CO D UO CC0 1 4 to cn =0.1 0 N 0 F - Z3 / 3 U a a x _JO UO Oa oFo0N JO NI- 08 MU) =0 Mw m N cf)o z O O O CO O W Q Q oa n to z 0 U 4.1 Pi n. cv rYr M ~ O o Uco� • ra y. 0 41 0 .00' .OZ aJ O 0 0 CO .04 < 0 J CV 0 o 0 0 = W PI o 0 CI) Z NX 340.0604 • www.poteeng. com l m = X in 5 o �� ' Z W 0 co o 0 RADIAL BEARING N 64'25'04" E N 55'02'26" E M „52,51.85 N PATE 4, SURVE) A DIVISION OF PATE ENGINEEF N VI Iv 1 UNIVERSITY VILLAGE ZONING 7.38 ACRES PARCEL 7 ABEL L. EAVES SURVEY, A-: WILLIAMSON COUNTY, TEXA ORIGINAL ORIGI ISSUE DATE: 09/09/08 SCAL JOB NO.: 1135-012- N L. CI N W 0 Q 0 O n n n c ING L CHORD LENGTH E 287.08' E 210.69' E 102.65' n Oin r r) O N H _ _ u o n c i rc K 0 APPP}ROVED FDS�' ISSUE: �i/L, L./y'h./ w w CHORD BEAR N 85'26'50" S 37'56'00" S 46'38'24" N O ) rr) O Z O 00 ic N Z N 64'27'58" LINE BEARING DISTANCE N 16'28'36" E 30.00' 62'Zt3 ,, , C.CL S TZT L3 N 64'25'04" E 28.04' S 13'29'24" W 60.37' ARC LENGTH 293.63' 212.33' 102.72' 387.56' 67.52' 29.05' (n000r7M'w p o O O in to N N r7 rr) O OO _ J J <OOOrr)r7O N ch .4- 00 Po DELTA ANGLE 42'03'32" 24'42'07" 07'17'19" 66'37'02" 08'52'48" in ro N rr) 00 SYMBOL LEGEND O FOUND 1/2' IRON ROD UNLESS OTHERWISE NOTED • CONTROLUNG MONUMENT • CALCULATED POINT ABBREVIATION TABLE D. FOUND C. POINT OF COMMENCEMENT B. POINT OF BEGINNING )C DOCUMENT .T. OFFICIAL PROPERTY RECOR WILLIAMSON COUNTY, TEXA .T. OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXA .T. PLAT RECORDS OF WLLIAMSON COUNTY, TEXA! .W. RIGHT OF WAY M. VOLUME °G. PAGE O. NUMBER W CC U U C2 C3 C4 0 C6 DEVELOPMENT PLAN UNIVERSITY VILLAGE PLANNED UNIT DEVELOPMENT NO. 83 THE STATE OF TEXAS § COUNTY OF WILLIAMSON § THIS DEVELOPMENT PLAN (this "Plan") is adopted and approved by the CITY OF ROUND ROCK, TEXAS (hereinafter referred to as the "City"). For purposes of this Plan, the term Owner shall mean SBB Holdings, their respective successors and assigns; provided, however, upon sale, transfer or conveyance of portions of the hereinafter described property, the duties and obligations of the Owner, as it relates to the respective property, shall be assumed by the new owner, and the Owner shall have no further liability relating to their respective property. WHEREAS, the Owner is the owner of certain real property consisting of 73.52 acres, as more particularly described in Exhibit A, (herein after referred to as the "Property") attached hereto and made a part hereof; and WHEREAS, the Owner has submitted a request to the City to rezone the Property as a Planned Unit Development (the "PUD"); and WHEREAS, pursuant to Chapter 11, Section 11.314, Code of Ordinances (1995 Edition), City of Round Rock, Texas, the Owner has submitted Development Standards setting forth the development conditions and requirements within the PUD, which Development Standards are contained in Section II of this Plan; and WHEREAS, the City has held two public hearings required by law to solicit input from all interested citizens and affected parties; and WHEREAS, on August 27, 2008, the City's Planning and Zoning Commission recommended approval of the Owner's application for a PUD; and WHEREAS, the City Council has reviewed the proposed Plan and determined that it promotes the health, safety, and general welfare of the citizens of Round Rock and that it complies with the intent of the Planned Unit Development Ordinance of the City; NOW THEREFORE: EXHIBIT 1 a IIBn 1 I. GENERAL PROVISIONS 1. CONFORMITY WITH DEVELOPMENT STANDARDS That all uses and development within the Property shall conform to the Development Standards included in Section II herein. 2. CHANGES AND MODIFICATIONS No changes or modifications will be made to this Plan unless all provisions pertaining to changes or modifications as stated in Section II.16 below are followed. 3. ZONING VIOLATION Owner understands that any person, firm, corporation or other entity violating any conditions or terms of the Plan shall be subject to any and all penalties for the violation of any zoning ordinance provisions as stated in Section 1.601, Code of Ordinances, (1995 Edition), City of Round Rock, Texas, as amended. 4. MISCELLANEOUS PROVISIONS 4.1.Severability In case one or more provisions of this Plan are deemed invalid, illegal or unenforceable in any respect such invalidity, illegality or unenforceability shall not affect any other provisions of this Plan and in such event, this Plan shall be construed as if such invalid, illegal or unenforceable provision had never been contained in this Plan. 4.2.Venue All obligations of the Plan are performable in Williamson County, Texas, and venue for any action shall be in Williamson County. 4.3.Effective Date This Plan shall be effective from and after the date of approval by the City Council. 2 II. DEVELOPMENT STANDARDS 1. DEFINITIONS Words and terms used herein shall have their usual force and meaning, or as defined in the Code of Ordinances (1995 Edition), City of Round Rock, Texas, as amended, hereinafter referred to as "the Code." 2. PROPERTY This Plan includes approximately 73.52 acres of land generally located at the southeast corner of University Boulevard and Sandy Brook Drive, within the city limits of Round Rock, Texas, and more particularly described in Exhibit A. 3. PURPOSE The purpose of this Plan is to ensure a Planned Unit Development (PUD) that: (1) allows for a mixture of complementary and transitional land uses, (2) is equal to or superior to development that would occur under the standard ordinance requirements, (3) is in harmony with surrounding land use patterns proposed in the General Plan, as amended, (4) does not have an undue adverse affect upon adjacent property, the character of the neighborhood, traffic conditions, parking, utilities or any other matters affecting the public health, safety, and welfare of the citizens of the City of Round Rock, (5) is adequately provisioned by essential public facilities and services, and (6) will be developed and maintained so as to not dominate, by scale or massing of structures, the immediate neighboring properties or interfere with their development or use in accordance with any existing zoning district. 4. APPLICABILITY OF CITY ORDINANCES 4.1 Zoning and Subdivision Ordinances The Property shall be regulated for purposes of zoning by this Plan. All aspects not specifically covered by this Plan shall be regulated by the C -la, OF, PF -3, MF, OS, and TH zoning districts, as applicable. 3 4.2 Other Ordinances All other Ordinances within the Code shall apply to the Property, except as clearly modified by this Plan. In the event of a conflict, the terms of this Plan shall control. 5. PERMITTED USES The following principal uses are permitted on the Property, which is divided into seven (7) development parcels for the purpose of this Plan, as shown on Exhibit B. 5.1 Parcel 1 (±12.58 acres) - Commercial/Office (1) Permitted Uses: (a) Community Services (b) Day Care (c) Eating Establishments (i) Drive-thru services are prohibited, except for eating establishments for which the majority of gross revenue is generated from the sale of non- alcoholic beverages such as coffee and/ or tea. (ii) Drive-thru facilities must be oriented to the rear of the building and effectively screened from the right-of-way with treatments including but not limited to intervening buildings or landscaping. (iii) Drive-thru queue spacing for a minimum of ten (10) vehicles is required. (d) Indoor Entertainment Activities (e) Office (f) Office, Medical (i) Emergency medical services are not permitted. (ii) Medical offices shall be limited to medical offices with regular service hours not beginning before 7 a.m. and not extending past 9 p.m. (g) Place of Worship (h) Retail Sales and Services With or Without Drive-thru Services (i) (ii) Single -tenant buildings greater than 50,000 square feet are prohibited. Drive-thru facilities must be oriented to the rear of the building and effectively screened from the 4 right-of-way with treatments including but not limited to intervening buildings or landscaping. (i) School, Business or Trade (j) School, Post -Secondary (k) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (1) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (m) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (n) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (2) Prohibited Uses: (a) Fuel Sales (b) Pawn Shop (c) Sexually Oriented Business (d) Tattoo Parlor 5.2 Parcel 2 (±6.06 acres) - Office/Commercial (1) Permitted Uses: (a) Day Care (b) Eating Establishments - Limited (i) Drive-thru services associated with eating establishments in which the majority of gross revenue is generated from the sale of non- alcoholic beverages such as coffee and/or tea is permitted. 5 (c) Office (d) Office, Medical (i) (ii) Emergency medical services are not permitted. Medical offices shall be limited to medical offices with regular service hours not beginning before 7 a.m. and not extending past 9 p.m. (e) Retail Sales and Services With or Without Drive-thru Services (i) Single -tenant buildings greater than 50,000 square feet are prohibited. Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. Utilities, Intermediate (f) (g) (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (h) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall the standards provided in Section Code of Ordinances, as amended. Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall the standards provided in Section Code of Ordinances, as amended. (i) (2) Prohibited Uses: (a) (b) (c) (d) Fuel Sale Pawn Shop Sexually Oriented Business Tattoo Parlor 5.3 Parcel 3 (±8.83 acres) - Office (1) Permitted Useg: (a) Day Care 6 comply with 4.700 of the comply with 4.700 of the (b) Office (c) Office, Medical (i) Emergency medical services are not permitted. (ii) Medical offices shall be limited to medical offices with regular service hours not beginning before 7 a.m. and not extending past 9 p.m. (d) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (e) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (f) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. Wireless Transmission Facilities, Stealth Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. 5.4 Parcel 4 (±5.07 acres) - Public Facilities/Multifamily (1) Permitted Uses: (a) Amenity Center (b) Apartment (maximum 24 units per acre) (c) Day Care (d) Townhouse (maximum 12 units per acre) (e) Park, Linear/ Linkages (f) Place of Worship (g) School, Business and Trade (h) School, Elementary (i) School, Middle (j) School, Post Secondary (k) Utilities, Minor 7 (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (1) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (m) Wireless Transmission Facilities, Attached (i) (n) Wi (i) Wireless transmission facilities shall the standards provided in Section Code of Ordinances, as amended. reless Transmission Facilities, Stealth Wireless transmission facilities shall the standards provided in Section Code of Ordinances, as amended. 5.5 Parcel 5 (±25.82 acres) - Open Space comply with 4.700 of the comply with 4.700 of the (1) Permitted Uses: (a) Park, Community (b) Park, Linear/ Linkages (c) Park, Neighborhood (d) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (e) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. 8 Water Detention Facilities (not to exceed three (3) acres) Water Quality Facilities (not to exceed one (1) acre) Wireless Transmission Facilities, Attached Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. Wireless Transmission Facilities, Stealth Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. 5.6 Parcel 6 (±7.80 acres) - Townhouse (1) Permitted Uses: (a) Amenity Center (b) Park, Linear/ Linkage (c) Park, Neighborhood (d) Place of Worship (e) Townhouse (maximum 12 units per acre) (f) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (g) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (h) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (i) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. 9 5.7 Parcel 7 (±7.38 acres) - Office/Townhouse (1) Permitted Uses: (a) Amenity Center (b) Day Care (c) Day Care (in home) for 6 or fewer children (d) Office (e) Office, Medical (i) Emergency medical services are not permitted. (ii) Medical offices shall be limited to medical offices with regular service hours not beginning before 7 a.m. and not extending past 9 p.m. (f) Park, Linear/ Linkage (g) Park, Neighborhood (h) Place of Worship (i) Townhouse (maximum 12 units per acre) (j) School, Elementary (k) School, Middle (1) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (m) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (n) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (o) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. 10 6. DEVELOPMENT STANDARDS 6.1 Parcel 1 (Commercial/Office) All development shall conform to the standards described within the C -la (General Commercial - Limited) District, Chapter 11, Section 11.409 (3), (4) and (5) of the Code, as amended, except: (1) Retail buildings, defined as buildings in which retail uses and/or eating establishments occupy fifty percent (50%) or more of the building, are required to comply with minimum and maximum setbacks along University Boulevard and University Village Drive as described below and in Exhibit C. (2) Adjacent to University Boulevard the minimum and maximum setback shall be applied from a point 200 feet from the western property line extending to the eastern property line, including that portion of Parcel 1 located east of University Village Drive. The setback line shall be determined by the location of the water line easement adjacent to University Boulevard and shall be located either five feet (5') from the southern boundary of the water line easement or fifteen feet (15') from the existing water line, whichever distance is greater. (i) Buildings shall be setback a minimum of six feet (6') and a maximum of twenty feet (20') from the setback line. (ii) Between the building and the setback line, a ten foot (10') sidewalk shall be provided with an additional eight foot (8') landscape strip that may include ground cover, annuals, street trees, and additional paving. The sidewalk shall be located within a sidewalk easement, and portions of the sidewalk located outside of the right-of-way may be used by the adjacent property owner for outdoor seating, provided that at least six feet (6') of sidewalk remains accessible to pedestrians. (3) Adjacent to University Village Drive the minimum and maximum setback shall be applied from the southern boundary of the water line easement adjacent to University Boulevard to the northern boundary of the first access drive to/from University Village Drive contained within Parcel 1. The setback 11 line shall be established by the location of the boundary of the six foot (6') public utility and sidewalk easement, as shown on Exhibit E. (i) Buildings shall be setback a minimum of six feet (6') and a maximum of twenty feet (20') from the setback line. (ii) Between the building and the setback line, a ten foot (10') sidewalk shall be provided with an additional eight foot (8') landscape strip that may include ground cover, annuals, street trees, and additional paving. The sidewalk shall be located within a sidewalk easement, and portions of the sidewalk located outside of the right-of-way may be used by the adjacent property owner for outdoor seating, provided that at least six feet (6') of sidewalk remains accessible to pedestrians. (4) The maximum height of a building within 150 feet of Sandy Brook Drive shall be one (1) story. (5) Pedestrian ways and courtyards are allowed between buildings when the minimum and maximum setbacks are applied as specified above in Section 6.1(2) and (3). (6) Parking is prohibited within the area between the street and the front of the building when the minimum and maximum setbacks are applied as specified above in Section 6.1(2) and (3). (7) Trees of a minimum of a 3 -inch caliper diameter measured at twelve inches (12") above base shall be planted at a spacing of 30 feet on center within the landscape strip described in Section 6.1 (2) and (3) above and along Sandy Brook Drive from University Boulevard. The species of trees shall be subject to the approval of the City. Trees and landscaping shall be irrigated and maintained by a property owners association through a license agreement with the City. (8) Unless minimum and maximum setbacks are applicable, as described in Section 6.1 (2) and (3) above, the minimum sidewalk width for sidewalks adjacent to a street is six feet (6'). (9) Signage is restricted to attached signs, blade signs, and monument signs. 12 6.2 Parcel 2 (Office/Commercial) All development shall conform to the standards described within the OF (Office) District, Chapter 11, Section 11.411 (3), (4) and (5) of the Code, as amended, except: (1) The maximum height of a principal building shall be five (5) stories. 6.3 Parcel 3 (Office) All development shall conform to the standards described within the OF (Office) District, Chapter 11, Section 11.411 (3), (4) and (5) of the Code, as amended, as amended, except: (1) The maximum height of a principal building shall be two (2) stories. (2) The maximum height of a principal building within 150 feet of Sandy Brook Drive shall be one (1) story. (3) The maximum size of a building within 150 feet of Sandy Brook Drive shall be 5,000 square feet. (4) Within 150 feet of Sandy Brook Drive, the exterior finish of all buildings shall be masonry, except for doors, windows, and trim. Masonry shall mean stone, simulated stone, brick or stucco. A maximum of 50% stucco shall be allowed on a building facade facing Sandy Brook Drive. Horizontally installed cement -based siding is prohibited. (5) Roofs shall have a minimum pitch of 4:12. (6) The minimum building setback along Sandy Brook Drive shall be thirty (30) feet. (7) No parking, dumpsters, trash receptacles or ground mounted equipment shall be allowed within the building setback along Sandy Brook Drive. 13 (8) An eighteen foot (18') landscape and sidewalk easement shall be platted as a landscape lot along the Sandy Brook Drive right-of-way. This easement shall include a four foot (4') wide meandering sidewalk, street trees, and landscaping. No utilities shall be located within this easement. (a) The landscape buffer shall contain a three foot (3') landscaped berm with a maximum side slope of 3:1. The berm shall substitute for the fencing requirement in Chapter 11, Section 11.411 (3) (g) of the Code. 6.4 Parcel 4 (Public Facilities/Multifamily) (1) Development of non-residential uses shall conform to the standards described within the PF -3 (Public Facilities - High Intensity) District, Chapter 11, Section 11.415.2 (3), (4) and (5) of the Code, as amended, except: (a) Chapter 11, Section 11.415.2 (3) (h) shall not apply. If fencing along a property line is installed, it shall meet the requirements of Section 11.415.2 (3) (h). (2) Business, trade and post -secondary schools shall be exempt from the requirement for buildings to front on either a minor or major arterial, required in Chapter 11, Section 11.423 (22) (d). (3) Development of residential uses shall conform to the standards described within the MF (Multifamily) District, Chapter 11, Section 11.408 (3), (4) and (5) of the Code, as amended, except: (a) Primary building setbacks are as follows: (i) Setback from street right-of-way: 1. Minimum of fifteen feet (15'). 2. Maximum of thirty-five feet (35'). (ii) If structured parking is provided on-site, the setbacks from the street right-of-way shall be: 1. Minimum of fifteen feet (15'). 2. Maximum of twenty feet (20'). 14 (iii) Minimum building side and rear setbacks not adjacent to a street and not abutting a Single Family or Townhouse lot is twenty-five feet (25'). (b) Structured parking shall be located internally to the site and behind the primary structures. No parking shall be permitted in the street yard. (4) The maximum lot coverage, or building footprint, is sixty-five percent (65%). (5) No building on the property shall exceed four (4) stories in height and in no case exceed a height of sixty feet (60'), measured from the finished slab elevation to the peak of the roof, except as otherwise specified herein. (6) Fencing required by Section 11.407 (3) (d) abutting non- residential uses shall be constructed of wrought iron or decorative metal or other equivalent materials approved by the Zoning Administrator. 6.5 Parcel 5 (Open Space) All development shall conform to the standards described within the OS (Open Space) District, Chapter 11, Section 11.418 (3), (4) and (5) of the Code, as amended. 6.6 Parcel 6 (Townhouse) All development shall conform to the standards described within the TH (Townhouse) District, Chapter 11, Section 11.407 (3), (4) and (5) of the Code, as amended, except: (1) Fencing required by Section 11.407 (3) (d) abutting non- residential uses shall be constructed of wrought iron or decorative metal or other equivalent materials approved by the Zoning Administrator. (2) Only the fronts of the townhouse structures may face Sandy Brook Drive. The minimum front setbacks shall alternate for adjacent units between ten feet (10') and fifteen feet (15'). No garage structures shall face Sandy Brook Drive. 15 (i) A five foot (5') landscape easement abutting the public utility easement adjacent to Sandy Brook Drive shall be provided. (ii) Trees of a minimum of a 3 -inch caliper diameter measured at twelve inches (12") above base shall be planted at a spacing of thirty feet (30') on center within the landscape easement in Section (i) above. The species of trees shall be subject to the approval of the City. Trees and landscaping shall be irrigated and maintained by a property owners association through a license agreement with the City. (3) The maximum height of a principal building for a single -unit townhouse structure is three (3) stories, except that the front facade of a townhouse facing Sandy Brook Drive shall be limited to two -and -one-half (21/2) stories. Walk -out basements are not considered a floor, provided they do not front on Sandy Brook Drive. (4) The maximum lot coverage, or building footprint is sixty-five percent (65%). (5) Driveway access to individual dwelling units shall not be permitted directly from Sandy Brook Drive consistent with the requirements of Section 11.6 of this Plan. (6) The exterior finish of all buildings shall be masonry, except for doors, windows, and trim. Masonry shall mean stone, simulated stone, brick, or stucco. Stucco shall not comprise more than twenty percent (20%) of the exterior finish (breezeways and patio or balcony insets are not included in this calculation), except that 100 percent stucco may be permitted in conjunction with tile roofs. (7) All dwelling units shall either be established as condominium units, pursuant to the Texas Uniform Condominium Act, Section 82.001 et. seq., Texas Property Code, or as platted subdivided lots in accordance with the provisions of the City Code in effect at the time of subdivision platting. The above requirements shall be completed prior to the issuance of certificate of occupancy. This does not prevent townhouse units from being rented, nor does it prevent one owner from owning two or more units. 16 6.7 Parcel 7 (Office/Townhouse) (1) All non-residential development shall conform to the standards described within the OF (Office) District, Chapter 11, Section 11.411 (3), (4) and (5) of the Code, as amended, except: (i) The maximum height of a principal building shall be three (3) stories, except that the maximum height of a principal building within 150 feet of the Sandy Brook Drive right-of- way shall be one (1) story. 1. The maximum size of a principal building within 150 feet of the Sandy Brook Drive right-of-way shall be 5,000 square feet. (ii) Within 150 feet of Sandy Brook Drive, the exterior finish of all buildings shall be masonry, except for doors, windows, and trim. Masonry shall mean stone, simulated stone, brick or stucco. A maximum of fifty percent (50%) stucco shall be allowed on a building facade facing Sandy Brook Drive. Horizontally installed cement -based siding is prohibited. (iii) Roofs shall have a minimum pitch of 4:12. (iv) The minimum building setback along Sandy Brook Drive shall be thirty (30) feet. (v) No parking, dumpsters, trash receptacles or ground mounted equipment shall be allowed within the building setback along Sandy Brook Drive. (vi) An eighteen foot (18') landscape and sidewalk easement shall be platted as a landscape lot along the Sandy Brook Drive right-of-way. This easement shall include a four foot (4') wide meandering sidewalk, street trees, and landscaping. No utilities shall be located within this easement. 1. The landscape buffer shall contain a three foot (3') landscaped berm with a maximum side slope of 3:1. The berm shall substitute for the fencing requirement in Chapter 11, Section 11.411 (3) (g) of the Code. 17 (2) All residential development shall conform to the standards described within the TH (Townhouse) District, Chapter 11, Section 11.407 (3), (4) and (5) of the Code as amended, except: (i) Fencing required by Section 11.407 (3) (d) abutting Parcel 5 shall be constructed of wrought iron or decorative metal or other equivalent materials approved by the Zoning Administrator (ii) Only the fronts of the townhouse structures may face Sandy Brook Drive. The minimum front setbacks shall alternate for adjacent units between ten feet (10') and fifteen feet (15'). No garage structures shall face Sandy Brook Drive. (iii) A five foot (5') landscape easement abutting the public utility easement adjacent to Sandy Brook Drive shall be provided. (iv) Trees of a minimum of a 3 -inch caliper diameter measured at twelve inches (12") above base shall be planted at a spacing of thirty feet (30') on center within the landscape easement in Section (2) above. The species of trees shall be subject to the approval of the City. Trees and landscaping shall be irrigated and maintained by a property owners association through a license agreement with the City. (v) The maximum height of a principal building for a single -unit townhouse structure is three (3) stories, except that the front facade of a townhouse facing Sandy Brook Drive shall be limited to two -and -one-half (21/2) stories. Walk -out basements are not considered a floor, provided they do not front on Sandy Brook Drive. (vi) The maximum lot coverage, or building footprint is sixty- five percent (65%). (vii) Driveway access to individual dwelling units shall not be permitted directly from Sandy Brook Drive consistent with the requirements of Section 11.6 of this Plan. (viii) The exterior finish of all buildings shall be masonry, except for doors, windows, and trim. Masonry shall mean stone, 18 simulated stone, brick, or stucco. Stucco shall not comprise more than twenty percent (20%) of the exterior finish (breezeways and patio or balcony insets are not included in this calculation), except that 100 percent stucco may be permitted in conjunction with tile roofs. (ix) All dwelling units shall either be established as condominium units, pursuant to the Texas Uniform Condominium Act, Section 82.001 et. seq., Texas Property Code, or as platted subdivided lots in accordance with the provisions of the City Code in effect at the time of subdivision platting. The above requirements shall be completed prior to the issuance of certificate of occupancy. This does not prevent Townhouse units from being rented nor does it prevent one owner from owning two or more units. 7. UTILITY SERVICE Except where approved in writing by the City Engineer and Director of Planning and Community Development, all electrical, telephone, and cablevision distribution and service lines shall be placed underground. 8. TRAFFIC IMPACT ANALYSIS (TIA) A Traffic Impact Analysis (TIA) was submitted and approved in conjunction with this Plan. The TIA indicated the proposed land uses for each parcel. If a significant change is proposed to any land use indicated in the TIA, the Owner shall provide the City with an analysis of the effects of the change with regard to transportation impacts. If the City determines that the change in land use results in a net increase in cumulative transportation trips, the Owner shall complete an update to the TIA for approval by the City Director of Transportation Services. The Executive Summary of the TIA is included for reference as Exhibit D. 9. STREET CROSS SECTIONS Street cross sections that deviate from the design criteria specified in the Transportation Criteria Manual are described in Exhibit E. 19 10. STREET CONSTRUCTION AND TRAFFIC SIGNAL PHASING A representation of the planned roadways and their alignments is included in Exhibit B. A phasing plan for the roadways is provided in Exhibit F. The numbers in the 'Street Phasing Legend' of Exhibit F correspond to the section headings below. The phasing plan for roadway construction shall not preclude the construction of the roadways at an earlier time than described in the phasing plan. 10.1 University Boulevard (1) Additional right-of-way of seventeen feet (17') for University Boulevard shall be dedicated as part of the first plat approved for any portion of Parcel 1 of this Plan. (2) The TIA identifies that the development of the Plan causes a portion of the need for a traffic signal at CR 112 and University Boulevard. (3) The TIA identifies that the development of the Plan causes a portion of the need for a traffic signal at Sandy Brook Drive and University Boulevard. (4) The TIA identifies that the development of the Plan causes a portion of the need for a traffic signal at Seton Parkway and University Boulevard. 10.2 Sandy Brook Drive (1) Sandy Brook Drive from University Boulevard through the Satellite View intersection shall be widened to a pavement width of forty feet (40') and shall be constructed with the subdivision improvements of the first final plat approved for this Plan. (2) Sandy Brook Drive from south of the Satellite View intersection through the Zodiac Lane intersection shall be widened to a pavement width of forty feet (40') with the subdivision improvements of the first final plat approved for development of Parcel 3, 6, or 7 of this Plan. 20 (3) Sandy Brook Drive shall be widened to 40 feet of pavement from south of the Zodiac Lane intersection to the existing 40 foot portion of Sandy Brook Drive as part of the subdivision improvements of the first plat for development of Parcels 6 or 7. 10.3 Satellite View (1) Satellite View shall be dedicated and constructed as part of the subdivision improvements of the first plat approved for development Parcels 1, 2, 3, or 4 of this Plan. 10.4 Zodiac Lane (1) Zodiac Lane from Sandy Brook Drive to University Village Drive shall be dedicated and constructed as part of the subdivision improvements of the first plat for development of Parcels 3 or 7. If a development on Parcel 2 or Parcel 4 takes access off of University Village Drive prior to the subdivision improvements of the first plat of Parcels 3 or 7, the dedication and construction of Zodiac Lane shall be required with the development on Parcel 2 or Parcel 4. 10.5 University Village Drive (1) University Village Drive from University Boulevard through the Satellite View intersection shall be dedicated and constructed as part of the subdivision improvements of the first plat approved for development of Parcel 1. (2) University Village Drive from south of the Satellite View intersection through the Zodiac Lane intersection shall be dedicated and constructed as part of the subdivision improvements of the first final plat for development of Parcel 3. If a development on Parcel 2 or Parcel 4 takes access off of University Village Drive prior to the subdivision improvements of the first plat of Parcel 3, the dedication and construction shall be required with the development on Parcel 2 or Parcel 4. 11. ACCESS The access drives recommended per the TIA are described in Figure 2 of Exhibit D and as follows: 21 11.1 Parcel 1 - Access to Parcel 1 is available via four (4) public streets including University Boulevard (existing road), Sandy Brook Drive (existing road), University Village Drive (proposed road), and Satellite View (proposed road extension). All driveway locations shall be approved by the Department of Transportation Services. One (1) access drive shall be permitted to serve Parcel 1 from Sandy Brook Drive. If provided, the drive shall align with one of the existing access drives located across Sandy Brook Drive and serving the development to the west. Two (2) access drives to/from University Boulevard, one (1) access drive to/from University Village Drive to/from the tract east of and to/from the tract west of University Village Drive, and two (2) access drives to/from Satellite View are permitted. One (1) additional access drive at University Boulevard west of University Village Drive may be permitted consistent with spacing requirements specified in the Transportation Criteria Manual. (1) Driveways to/ from University Boulevard shall provide a minimum throat depth of forty feet (40'), as measured from the ultimate right-of-way line. (2) Minimum curb return radii of twenty-five feet (25') shall be provided at driveway intersections with University Boulevard. 11.2 Parcel 2 - Access to Parcel 2 may be provided via the extension of Satellite View and/or University Village Drive. 11.3 Parcel 3 - No (0) access drives shall be permitted to/from Sandy Brook Drive. Access drives are permitted to/from University Village Drive, Satellite View, and Zodiac Lane. Locations shall be determined by the Department of Transportation Services. 11.4 Parcel 4 - Access to Parcel 4 is permitted from University Village Drive and Satellite View. University Village Drive is intended to connect with the Avery Centre development proposed for the adjacent property to the east. 11.5 Parcel 5 - Access to Parcel 5 is available via the adjacent roadways, University Village Drive and Sandy Brook Drive and further described below in Section 13.5. 11.6 Parcel 6 - Driveway access to/from Parcel 6 is limited to two (2) driveways to Sandy Brook Drive. 22 11.7 Parcel 7 - There are three (3) access possibilities to/from Parcel 7. Access is available via one (1) driveway at Sandy Brook Drive, one (1) driveway at Zodiac Lane, and one (1) driveway at University Village Drive. 12. STORMWATER DETENTION AND DRAINAGE Storm water detention and water quality facilities in the Plan may be provided through facilities located within Parcel 5, which is designated for OS (Open Space). Detention and/or water quality facilities shall be permitted in Parcel 5 if such facilities are designed as a site amenity feature open to the public, as described below and approved in writing by the Parks and Recreation Director, the City Engineer, and the Director of Planning and Community Development. All storm water detention and/ or water quality ponds shall be generally located on the northern portion of the Parcel at least 150 feet from University Village Drive. Such facilities shall be contained within an area not to exceed four (4) acres and shall be maintained by a property owner's association. The existing pond may be enhanced to serve the dual role of storm water detention pond and site amenity feature. As such, an earthen berm with a maximum slope of 4:1 and maximum height of six feet (6') shall be constructed to provide for detention and a hike and bike trail. 13. PARKLAND DEDICATION The City of Round Rock parkland dedication requirements (Subdivision and Zoning) shall be met in full by providing the following: 13.1 The area within Parcel 5 shall be dedicated as public parkland according to the requirements of Chapter 8, Section 8.300 of the Code. 13.2 As described in Section 7, Parcel 5 may include underground utility easements, drainage easements, and water quality and detention facilities. Such infrastructure improvements shall not utilize more than six (6) acres of the parcel, including the four (4) acres described in Section 12 above. 13.3 Approximately 3,000 linear feet of concrete or asphalt with concrete ribbon curb trail constructed at a minimum width of six (6) feet shall be provided. The Owner shall construct trails and associated 23 improvements on the Property consistent with the City Parks and Recreation Department Master Plan. Trail location and alignment shall be subject to the approval of the Director of Parks and Recreation. In lieu of trail construction, the Owner may provide the City with a $90,000 payment or a portion thereof, less the amount of trail constructed. In no instance shall the construction of any required sidewalks satisfy trail construction requirements. 13.4 Trails shall be constructed or in -lieu fee shall be provided within one year of parkland dedication and/or within three (3) years of adoption of this Plan, whichever comes first. Upon completion of the trail construction, the trail shall be dedicated and maintained by the City of Round Rock. The trail shall comply with the American with Disabilities Act Accessibility Guidelines (ADAAG) and the standards set forth in the Texas Architectural Barriers Act (TAS). 13.5 Parking and access to Parcel 5 shall be provided in the form of on - street parking along University Village Drive, as described in Section 10.5 (3). A minimum of 400 linear feet of street frontage adjacent to Parcel 5 shall be provided on University Village Drive. 13.6 If the amount of parkland dedicated to the City exceeds the amount required by Chapter 8, Section 8.300 of the Code, the Owner may transfer up to 22.36 acres of the excess acreage credit to satisfy a portion of the parkland dedication requirement for the adjacent property to the east. If such a transfer of credit occurs, parkland fees of $800 per acre for all non-residential uses on Parcels 1, 2, and 3 shall apply. If development of Parcels 1, 2 and 3 does not occur within five (5) years of approval of this PUD and the non- residential parkland fees have not been collected, then the applicable non-residential fees shall be consistent with Section 8.302(2) of the Code, as amended. 14. GENERAL PLAN 2000 This Plan amends the Round Rock General Plan 2000, adopted on June 10, 1999 and as amended. 15. CONCEPT PLAN AND DEVELOPMENT PROCESS This Plan serves as the Concept Plan required by the Code and approval of this Plan substitutes as a Concept Plan approval, subject to Chapter 8, Section 8.212(5) (a) of the Code. As this is a substituted Concept Plan, 24 utility, drainage, and other infrastructure submittals were not submitted or reviewed with this document, nor have such infrastructure been approved by the City. These items shall be submitted for the review and approval of the City at the Preliminary Plat and subsequent development stages. A phasing plan shall be provided with the Preliminary Plat. The Owner shall be required to complete the remaining steps in the City's development process, which may include subdivision platting and site development. The subdivision platting process includes a Preliminary Plat and a Final Plat. Site development plan(s) must be approved for each project. No site development plan approval on the Property shall be granted until a Final Plat is recorded. No building permit on the Property shall be issued until the site development plan is approved by the Development Review Committee. 16. CHANGES TO AGREEMENT AND DEVELOPMENT PLAN 16.1 Minor Changes Minor changes to this Plan that do not constitute more than ten (10) percent of total project area and do not substantially change this Plan, may be approved administratively, if approved in writing by the City Engineer, the Director of Planning and Community Development, and the City Attorney. 16.2 Major Changes All changes not permitted under Section 16.1 above shall be resubmitted following the same procedure required by the original PUD application. 25 EXHIBIT A Zoning Exhibit Metes and Bounds Description Abel L. Eaves Survey, Abstract No. 215, Williamson County, Texas 1. Parcel 1 12.56 acres 2. Parcel 2 6.06 acres 3. Parcel 3 8.83 acres 4. Parcel 4 5.07 acres 5. Parcel 5 25.82 acres 6. Parcel 6 7.80 acres 7. Parcel 7 7.38 acres TOTAL (Parcels 1 -7) 73.52 acres REEL. OF STONEY BROOK SECTION TKREE 1,3 _ J) °J LOIN., LOOP WOE MOOR GINE 1 4 Cts :an y STONEY BROOK SECTION 6 BAIor sRBON BRIrK c2z MOM BROOK EEC'IION4, ..4 woY.RaoK wHe' �` ; )C� PARCEL7 OFFICE / TOWNHOUSE 7.38 ACRES , LI4 WA7ERUNE EAS MEN J PARCEL 3 OFFICE 8.83 ACRES PARCEL 1 COMMERCIAL 1268 ACRES LS L6 666 ..Lotoess 26,1. PARCEL 2 COMMERCIAL 808 ACRES Lit PARCEL 4 L9 L Pip FAGIL UES/MULTI-PAMILJY 6.07 ACRES L42 1,41 :1P rn ceA6661% 6766 300' AVM( PANCI7C0.04, LID VIM., MO. Il.071336 PARCEL 6 OPEN SPACE 2682 ACRES Bro000 BROOK SBCIION B YAW MOOR OWE PlVt __J Zr OFPNCT L3 jSi MOUE F 1 1.40 2001.51391 P"o:a.c 11 / J 7 I __.1.52_ I. 1 LAKESIDE SUBDIVISION F ' LAKESIDE SUBDIVISION;' J SECTION 1 FINAL PLAT SECTION 4 FINAL PLAT,.' L _ BS_z� , CnB. R SLJE9_t90 I Rw. _.... P.a WCT. I II- - DP wC 9 600' 900' A88REVMTON TABLE FOUND 7`0.C. POINT OF COMMENCEMENT 7.0.0. POINT x BEGINNI140 00C DOCUMENT O.P.R. W.C.T. OFFICIAL PROPERTY RECORDS OE vALLIAXISON COUNTY. TEXAS OFFICIAL RECORDS OF WILOAMSON COUNTY, TEXAS PLAT RECORDS OF VRLJAMSON COUNTY. TEXAS RIGHT OF WAY VOL. VOLUME PO PAGE NO. NUMBER PAGE 1 DF 2 PATE -:i=- SURVEYORS A DIVISION OF PATE ENGINEERS, INC_ 7001 Cepa. el T..0 H'7• Ste 55P'AUM,o IX 7B70,.PNS,x-OA00600•Fo,510 Deo 0604.....Pelsy.enn OVERALL UNIVERSITY VILLAGE ZONING EXHIBIT ABEL L EAVES SURVEY, A-215 WILUAMSON COUNTY, TEXAS APPROVED FDR ISSUE ORIGINAL 09/09/2008 ISSUE DATE ORIGINAL 1" = 300 SCALE PROJECT NO.: 1135-012-00—A800 CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING 01 89'54'06" 20.00' 31.38' N 65'57'16" W 28.26' N 20'54'19" W C2 2548'50" 20.00' 10.06' N 06'42'59" W 9.95' N 68'52'36" E C3 35'24'43" 500.50' 309.34' S 02'46'02" E 304.44' C4 01'01'37" 760.00' 13.62' 14 14'25'31" E 13.62' C5 15'02'51" 760.00' 199.60' N 0724'55" E 199.02' N 89'53'29" E C6 15'10'10" 760.00' 201.21' N 06'19'38" E 200.63' S 76'05'17" E C7 24'19'29" 460.00' 195.29' 14 1325'12" W 193.83' N 64'25'04" E C8 4703'32" 400.00' 293.63' S 8526'50" W 287.08' C9 83'12'07" 20.00' 29.04' N 3005'53" W 26.56' N 17'16'04" E C10 31'01'07" 435.63' 235.84' S 05'15'35" E 232.97' C1 1 89'19'49" 20.00' 31.18' N 2734'50" E 28.1.2' C12 89'1521" 20.00' 31.16' N 65'25'42" W 28.10' N 20'03'23" W C13 902812" 20.00' 31.57' N 24'16'02" E 28.39' N 69'02'56" E C14 91'15'25" 20.00' 31.85' N 65'16'08" W 28.59' N 20'53'21" W C15 90'21'12" 20.00' 31.54' N 23'42'56" E 28.37' N 68'3221" W C16 89'1914" 20.00' 31.18' N 65'38'49 W 28.12' N 20'10'26" W C17 90'29'23" 20.00' 31.59' N 24'09'54" E 28.40' N 68'55'12" E. C18 25'00'16" 807.50' 352.40' • 5 3746'55" E 1 349.61' C19 24'42'07" 492.50' 212.33' N 3756'00" W 210.69' N 64'25'04" E C20 66'37'02" 333.33' 387.56 N 01'39'02" W 366.10' N 550226" E C21 08'52'46" 435.63' 67.52' S 2718'01" W 67.45' N 5815'35" W C22 53'12'35" 20.00' 29.05' N 94'27'58" E 26.56' C23 07'17'19" 807.50' 102.72' 5 46'3824" E 102.65' C24 1742'57" 807.50' 249.68' 5 34'08'15" E 245.69' S 4700'15" W C25 89'58'58" 20.00' 31.41' N 23'45'49" E 28.28' C26 1728'44" 333.33' 7280' N 41'11'55" W 72.45' N 4733'43" E C27 89'58'58" 20.00' 31.41' N 66'13'09" W 28.28' N 21'12'38" W C28 26'11'07" 480.98' 219.52' S 34'19'15" E 217.91' C29 01'08'56 760.00' 15.24' N 00'40'59" W 15.24' _INE L1 L2 L3 L4 1.5 L6 L7 LB L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 021 L22 L23 L24 L25 1_26 L27 BEARING DISTANCE N 20'51'26" W 25.00' N 20'50'18" W 497.93' N 69'31'37" E 1012.44' • 17'11'36" E 546.86' 5 69'08'34 W 960.06' N 69'0834" E 570.23 5 2025'23" E 50.79' N 14'56'20" E 9 69'08'34" W 226.78' 334.85' N 2051'26" W 535 24' V 69'08'34" E 211.64' • 1711'36" E 704.85' S 69'37'00" W 488.40' N 69'05'34" E 178.19' 5 01'1527" E 365.94' N 642504" E 60.54' N 73'31'24" W 42.31' N 15'25'36" E N 20"53'54 W 30.00' 50.00' N 20'55'08" W 159.96' 14 20'55'24" W 49.55' N 20'50'46" 0 199.64' N 20'5425" W 49.54' N 20'53'44" IN 199.92 N 2005126" W' 25.00' N 1711'36" W 636.50' 5 1720'47" E 666.63 L25 39'53'15" E 911 10' L29 5 58'55'53" W 124.96' L30 5 44'45'55" W 6.98' L31 5 63'42'57" 'N 106.67' L32 N 79'54'34" W 84.66' L33 N 65'30'23" W 128.43' L34 5 71'47'05" W 39.98' L35 N 67'41'30" W 99.05' L36 N 44'13'33" W 188.80' L37 N 40'41'37" W 275.54' L38 N 24'0821` W 221.02' L39 N 32'38'44" 'W 98.86' L40 5 25'16'47' E 158.10' L41 N 64'25'04" E 32.50' L42 N 64'25'04" E 25.04' L43 5 65'42'42" W 377.25' L44 15 48'55'09" W 270.00' L45 5 22'24'55" W 178.02' L46 • 13'29'24" w 60.37' L47 5 85'06'10" W 177.08 L48 31'41'22" W 374.48' L49 N 1628'36" E 30.00' L50 5 71'47'06" W 53.98' L51 5 11'26'34" E 360.66' L52 5 68'46'33" W 1026.21' L53 N 21'13'40" W 104.68' L54 N 21'13'40" W 50.00' L55 N 66'46'20" E 267.53' L56 N 23'29'29" W 40.69' 457 N 10'00'09" W 220.99' 1.58 L59 L60 N 35'49'52" V/ 144.22' N 01'35'24" W 109.71' N 34'3703" V/ 54.37' L61 N 19'41'25" E 107.41' L62 N 2844'31" W 85.74' L63 N 04'09'46" E 71.11' L64 N 36'0923" W 33.20' _65 N 57'07'02" W 95.91' L66 N 01'36'55" W 125.69' L67 14 50'10'39" w 116.52' L68 5 51'28'34" W 118.98' L69 5 62'45'36" W 211.40' L70 N 4724'09" W 125.85' L71 N 21'13'40" W 699.42' L72 N 4724'09" W 49.24' PAGE 2 OF 2 PATE 4 SURVEYORS A DIVISION OF PATE ENGINEERS, INC_ 7801 0a.ita of T.,.. y.. 51. 450.41w•. TX 14731...51: 0.00....91-.,,0a.44.W-.4.c. OVERALL UNIVERSITY VILLAGE ZONING EXHIBIT ABEL L EAVES SURVEY, A-215 WILUAMSON COUNTY, TEXAS PRAWN: R.G. APPR0VE0 FOR ISSUE ISS 8 LDATE 09/09/2008 08303941. 1" = 300' iSS'.,E SCALE PROJECT NO.: 1135-012-00-A8OO PARCEL 1 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 12.56 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 12.56 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a '/2" iron rod found with a Baker-Aicklen cap in the southerly right-of-way line of University Boulevard (width varies) as recorded in Volume 1712, Page 789 Official Records of Williamson County, Texas (Chandler Road width varies, County Road 114) for the corner common to the northwest corner of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas and the northeast corner of said 98.20 acre tract, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; THENCE, South 17°11'36" East, a distance of 546.86', continuing with the line common to the west line of said Avery Ranch Company tract and the east line of said 98.20 acre tract, also common to said Boundary Line Agreement; THENCE, South 69°08'34" West, a distance of 960.06' over and across said 98.20 acre tract, to a point in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 3A as recorded in Cabinet 0, Slides 318-319, in the Plat Records of Williamson County; THENCE with the said common easterly right-of-way line Sandy Brook Lane and the west line of said 98.20 acre tract, the following four (4) courses and distances; 1. North 20°51'26" West, a distance of 25.00' to a '/2" iron rod found for the point of curvature of a curve to the right from which the radius bears North 20°54' 19" West, a Delta Angle of 89°54'06", and a Radius of 20.00'; 2. With said curve to the right a Chord Bearing of North 65°57' 16" West, a Chord Distance of 28.26', and an Arc Distance of 31.38' to a Y2" iron rod found for the end of the curve herein described; Page 2 of 2 3. North 20°50'18" West, a distance of 497.93' to a Y2" iron rod with a Pate cap found for the point of curvature of a curve to the right from which the radius bears North 68°52'36" East, a Delta Angle of 28°48'50", and a Radius of 20.00'; 4. With said curve to the right a Chord Bearing of North 06°42'59" West, a Chord Distance of 9.95', and an Arc Distance 10.06' to a %2" iron rod with Baker-Aicklen cap found for the end of the curve herein described, and falling in the southerly right-of-way of said University Boulevard; THENCE North 69°31'37" East, a distance of 1,012.44' with the line common to the said southerly right-of-way of University Boulevard and the northerly line of said 98.20 acre tract to the POINT OF BEGINNING of the tract herein described and containing 12.56 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 dEL, //6/4-5 Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. ABBREVIATION TABLE FND. FOUND P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT 0.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF WILLIAMSON COUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS R.O.W. RIGHT OF WAY VOL. VOLUME PG. PAGE NO. NUMBER 0' 200' 400' 600' mi N M SANDY BROOK DRIVE (60' R.O.W.> CAB. 0. SL. 318-319 P.R.W.C.T. (CHANDLER ROAD,) UNIVERSITY BLVD (R.O.W. VARIES) (COUNTY ROAD NO. 114) (0.325 ACRES) FND. I/2 I. ROD17, PG. 789 WITH BERNHARDT CAP N 69°31'37" E 1012.44' VOL. 12 0712,W.C.T. C")r Co O) t` eN CO O CV --- --- —— J z • _ _.. — — C� SATELLITE VIEW a FND. 1/2 I. ROD WATERLINE EASEMENT WITH PATE CAP DOC. NO. 2004017956 0.P.R.W.C.T. P.O.B. FND. I/2 A 1. CAP ROD WITH OL BOUNDARY LINE AGREEMENT VOL 958 PG. 772 "p D.R. W. C.T. CO CO 2 y r OftV- PARCEL I w c _ Z �'o c < rn o COMMERCIAL �o m7, 0 12.56 ACRES �Z2oD2D e °o MoD • {N, C,, oZ =c rn � o 11 VI P1 m — — — -- • 1 : I I I S 69°08'34" W 960.06' REPLAT OF STONEY BROOK 98.20 ACRES SECTION THREE "A" THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 89'54'06" 20.00' 31.38' N 65'57'16" W 28.26' N 2754'19" W C2 28'48'50" 20.00' 10.06' N 06'42'59" W 9.95' N 68'52'36" E PATE, SURVEYORS LINE BEARING DISTANCE L1 N 2051'26" W 25.00' A DIVISION OF PATE ENGINEERS, INC. 7801 Capitol of Texas Hwy., Ste. 350•Auetin, TX 78731•Ph512.340.0600•Fox512.340-0604.www.poteeng.com UNIVERSITY VILLAGE ZONING EXHIBIT SYMBOL LEGEND 0 FOUND 1/2" IRON ROD UNLESS OTHERWISE NOTED A CONTROLLING MONUMENT • CALCULATED POINT 12.56 ACRES PARCEL 1 ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.C. ORIGINAL ISSUE DATE: 09/09/08 ORIGINAL 1• = 200' SCALE APP VED FO ISSUE: fi/G✓a5 JOB NO.: 1135-012-00-A800 PARCEL 2 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 6.06 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 6.06 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. COMMENCING at a %2" iron rod found with a Baker-Aicklen cap in the southerly right-of- way line of University Boulevard (width varies) as recorded in Volume 1712, Page 789 Official Records of Williamson County, Texas (Chandler Road width varies, County Road 114) for the corner common to the northwest corner of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas and the northeast corner of said 98.20 acre tract, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas, from which a %2" iron rod with Bernhardt cap found for a northwest corner of said 98.20 acre tract, common to a point in the south line of said University Boulevard bears South 69°31'37" West, a distance of 1012.44' THENCE, South 17°11'36" East, a distance of 546.86', with said common line to a point for a corner; THENCE, South 69°08'34" West, a distance of 211.64', crossing said 98.20 acre tract to the POINT OF BEGINNING of the herein described tract THENCE, over and across said 98.20 acre tract the following seven (7) courses and distances; 1. South 20°2823" East, a distance of 50.79' to the point of curvature of a curve to the right having a Delta angle of 35°24'43", and a radius of 500.50'; 2. Along said curve to the right a Chord Bearing of South 02°46'02" East, a Chord Distance of 304.44', and an Arc Distance of 309.34'to the end of curve; 3. South 14°56'20" West, a distance of 226.78' to the point of curvature of a curve to the left having a Delta angle of 01°01'37", and a radius of 760.00'; Page 2 of 2 4. Along said curve to the left a Chord Bearing of South 14°25'31" West, a Chord Distance of 13.62', and an Arc Distance of 13.62'to the end of curve; 5. South 69°08'34" West, a distance of 334.85' to a point for a corner; 6. North 20°51'26" West, a distance of 535.24' to a point for a corner; 7. North 69°08'34" East, a distance of 570.23' to the POINT OF BEGINNING of the tract herein described and containing 6.06 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. as -z N W \fA CD n:E1 -01 TRACT 1 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, III, TRUSTEE TO AVERY RANCH COMPANY, LTD. DOCUMENT NO. 2002071336 O.P.R.W.C.T. r7 N 69"08'34" E • 1'I O o X • co o_ (nI— JN W W I)co cEO QoO ¢W00N3 • O < H J 0 �W 1Z • °- O mW my rno t3 J N Q W w r0 w cc M 0-00 U(0 O O O E Li I— . u W o a Z 2 II X (ifo W Ix .. 0 in I J L Z X _" ziZ QF M W n N co N m o W "^ W <()W�Q .. a Q �CC>WU .q ° J oco �<0 Jo z Oa J w� �� Pa Z� > 0- 0 N w J y CO W o QilZN _ F ccN� 111 ° I.LI 6 � Q a >v s Z a n QC to to < co IL N — J N La u_ U1 pOp f' K O U O U ¢WODN3 ~ e. pQJ • r 03&)0 1Z W W mU CR O 1135-012-00-A800 ,I7Z4SE5 di „9Z,TSoOZ M eo • C/ `s aM Z rww.poteeng.eoml HIBIT a I A800 RADIAL BEARING PAGE 2 OF 2 PATE • SURVEYOI A DIVISION OF PATE ENGINEERS, 11 im 0 c N N JNIVERSITY VILLAGE ZONING EX 6.06 ACRES PARCEL 2 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS ORIGINAL ORIGINAL �. ISSUE DATE: 09/09/08 SCALE JOB NO.: 1135-012-00— pO b O F, NN Pi' n m n r CHORD LENGTH c K 0, M d O N Nj N 0 I U 6 'PROVED FOR ISSUE: (Iij /lb../ sr n...J O Q..t ) BEARING w N O d - 25'31 W DISTANCE 50.79' M W c0 N 334.85' 546.86' } V N 1012.44' CHORE S 02' S 14` BEARING 20`28'23" E M rr172,80.69 S W ARC LENGTH r Si' ro N co rri 0 N O If) d- — u) c0 N) — — U) d- N) O co u N N) r7 b) co N SYMBOL LEGEND UND 1/2" IRON ROD UNLES: 1ERWISE NOTED NTROLLING MONUMENT LCULATED POINT LLI Z Z J J N r7 J d J L J O J J O O tr)N. O W DELTA ANGL d- d N N) rr) ,— O O ABBREVIATION TABLE END. FOUND P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT O.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF WILUAMSON COUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS OF WILLIAMSON COUNTY. TEXAS P.R.W.C.T. PLAT RECORDS OF %MLLIAMSON COUNTY, TEXAS R.O.W. RIGHT OF WAY VOL. VOLUME PG. PAGE NO. NUMBER CURVE U N U PARCEL 3 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 8.83 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 8.83 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a I/z" iron rod found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 3A as recorded in Cabinet 0, Slides 318-319, in the Plat Records of Williamson County, Texas common to an westerly corner of said 98.20 acre tract; THENCE North 20°51'26" West, a distance of 25.00' with the said common easterly right-of- way line of Sandy Brook Drive and the west line of said 98.20 acre tract, to a point for a corner; THENCE leaving said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following nine (9) courses and distances; 1. North 69°08'34" East, a distance of 178.19' to a point for a corner; 2. South 20°5126" East, a distance of 535.24' to a point for a corner; 3. North 69°08'34" East, a distance of 334.85'to a point on a curve to the left having a Delta angle of 15°10'10", a radius of 760.00', and from which point the radius bears South 76°05'17" East; 4. Along said curve to the left a Chord Bearing of South 06°19'38" West, a Chord Distance of 200.63', and an Arc Distance of 201.21' to the end of the curve herein described; 5. South 01°15'27" East, a distance of 365.94' to the point of curvature of a curve to the left, having a Delta Angle of 24°19'29", a Radius of 460.00'; 6. Along said curve to the left a Chord Bearing of South 13°25'12" East, a Chord Distance of 193.83', and an Arc Distance of 195.29' to the end of the curve herein described; 7. South 64°25'04" West, a distance of 60.54'to the point of curvature of a curve to the right, having a Delta angle of 42°03'32", and a radius of 400.00'; Page 2 of 3 8. Along said curve to the right a Chord Bearing of South 85°26'50" West, a Chord Distance of 287.08 ', and an Arc Distance of 293.63' to the end of the curve herein described; 9. North 73°31'24" West, a distance of 42.31' to a point in the easterly right-of-way line of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 5 as recorded in Cabinet Y, Slides 184, in the Plat Records of Williamson County, Texas common to a point in the westerly line of said 98.20 acre tract; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following sixteen (16) courses and distances; 1. North 16°28'36" East, a distance of 30.00' to a'/2" iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 17°18'04" East, a Delta Angle of 83°12'07", and a radius of 20.00'; 2. With said curve to the right a Chord Bearing of North 31°05'53" West, a Chord Distance of 26.56', and an Arc Distance of 29.04' to a V2" iron rod with Baker-Aicklen cap found for the reverse curvature of a curve to the left from which the radius bears North 79°45'02" West, a Delta Angle of 31°01'07", and a Radius of 435.63; 3. With said curve to the left a Chord Bearing of North 05°15'35" West, a Chord Distance of 232.97', and an Arc Distance of 235.84' to a '/2" iron rod with RJE&S cap found for the reverse curvature of a curve to the right from which the radius bears North 68°54'55" East, a Delta Angle of 89°19'49", and a Radius of 20.00'; 4. With said curve to the right a Chord Bearing of North 23°34'50" East, a Chord Distance of 28.12', and an Arc Distance of 31.18' to a '/2" iron rod with RJE&S cap found for the end of the curve herein described; 5. North 20°53'54" West, a distance of 50.00' to a'/2" iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 20°03'23" West, a Delta Angle of 89°15'21", and a Radius of 20.00'; 6. With said curve to the right a Chord Bearing of North 65°25'42" West, a Chord Distance of 28.10', and an Arc Distance of 31.16' to a '/2" iron rod with RJE&S cap found for the end of the curve herein described; 7. North 20°55'08" West, a distance of 159.96' to a Y2" iron rod with Baker-Aicklen cap found for the point of curvature of a curve to the right from which the radius bears North 69°02'56" East, a Delta Angle of 90°26'12", and a Radius of 20.00'; 8. With said curve to the right a Chord Bearing of North 24°16'02" East, a Chord Distance of 28.39', and an Arc Distance of 31.57' to a '/2" iron rod with RJE&S cap found for the end of the curve herein described; 9. North 20°55'24" West, a distance of 49.85' to a Y2" iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 20°53'51" West, a Delta Angle of 91°15'25", and a Radius of 20.00'; Page 3 of 3 10. With said curve to the right a Chord Bearing of North 65°16'08" West, a Chord Distance of 28.59', and an Arc Distance of 31.85' to a 1/2" iron rod with RJE&S cap found for the end of the curve herein described; 11. North 20°50'46" West, a distance of 199.64' to a %2" iron rod found for the point of curvature of a curve to the right passing at 119.53', the north line of said STONEY BROOK SECTION 5 and the south line of said REPLAT OF STONEY BROOK SECTION 3A, from which the radius bears North 68°32'21" East, a Delta Angle of 90°21'12", and a Radius of 20.00'; 12. With said curve to the right a Chord Bearing of North 23°42'56" East, a Chord Distance of 28.37', and an Arc Distance of 31.54' to a found '/2" iron rod for the end of the curve herein described; 13. North 20°54'28" West, a distance of 49.84' to a '/2" iron rod found for the point of curvature of a curve to the right, from which the radius bears North 20°18'26" West, a Delta Angle of 89°19'14", and a Radius of 20.00'; 14. With said curve to the right a Chord Bearing of North 65°38'49" West, a Chord Distance of 28.12', and an Arc Distance of 31.18' to a 1/2" iron rod found for the end of the curve herein described; 15. North 20°53'44" West, a distance of 199.92' to a 1/4" iron rod found for the point of curvature of a curve to the right from which the radius bears North 68°55'12" East, a Delta Angle of 90°29'23", and a Radius of 20.00'; 16. With said curve to the right a Chord Bearing of North 24°09'54" East, a Chord Distance of 28.41', and an Arc Distance of 31.59' to the POINT OF BEGINNING of the herein described tract and containing 8.83 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 tiL//.- Neil Hines, RP.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. SATELLRE VIEW - --plc, LORSON LOOP a ti SANDY BROOK DRIVE G1 REPLAT OF STONEY BROOK SECTION THREE "A" L2 N:34 P.O.B. FND. 1/2' IRON ROD (60' R.O.W.) CAB. 0. SL. 318-319 SYMBOL L ECVBND O FOUND 1/2- IRON ROD UNLESS OTHERWISE NOTED • CONTROLLING MONUMENT • CALCULATED POINT STONEY BROOK SECTION 5 SANDY BROOK DRIVE (60' R,O.W.) CAB. Y. SL. 184 4 (11) FND. 1/2 I. RODS WITH RJEIS CAP • FND. 1/2 I. ROD WITH RJE&S CAP FND. 1/2 I. ROD WITH DIA CAP (0 S 20051'26" 0' 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. 200' 400' 600' N N 69°08'34" E 334.85' PARCEL 3 OFFICE 8.83 ACRES FND. 1/2 I. RODS .% WITH RJE&S CAP FND. 1/2 I. RODS WITH RJEIS CAP FND. 1/2 I. ROD WITH BSA CAP 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 O.P.R.W.C.T. ABBREVIATION TABLE FND. FOUND P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT 0.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF WILLIAMSON COUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS OF WILLIAMSON COUNTY. TEXAS R.D.W. RIGHT OF WAY VOL. VOLUME PG. PAGE NO. NUMBER c, CV L3 N S 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 O.P.R.W.C.T. PAGE 1 OF 2 PATE 4 SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capital of Texas Hwy., Ste. 350•Auetin, TX 78731 •Ph5123400600•Fae512•3400604•www.poteen0.com UNIVERSITY VILLAGE ZONING EXHIBIT 8.83 ACRES PARCEL 3 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. APP OVED FO ISSUE: ,e,/mcthytl ORIGINAL ORIGINAL 1. = 200 ISSUE DATE: 09/09/08 SCALE JOB NO.: 1135-012-00-A800 CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 15'10'10" 760.00' 201.21' S 06'19'38" W 200.63' 5 76'05'17" E C2 24'19'29" 460.00' 195.29' S 13'25'12" E 193.83' C3 4Z03'32" 400.00' 293.63' S 85'26'50" W 287.08' C4 83'12'07" 20.00' 29.04' N 31'05'53" W 26.56' N 17'18'04" E C5 31'01'07" 435.63' 235.84' N 05'15'35" W 232.97' C6 89'19'49" 20.00' 31.18' N 23'34'50" E 28.12' C7 89'15'21" 20.00' 31.16' N 65'25'42" W 28.10' N 20'03'23" W C8 90'26'12" 20.00' 31.57' N 24'16'02" E 28.39' N 69'02'56" E C9 91'15'25" 20.00' 31.85' N 65'16'08" W 28.59' N 20'53'51" W 010 90'21'12" 20.00' 31.54' N 23'42'56" E 28.37' N 68'32'21" E 011 89'19'14" 20.00' 31.18' N 65'38'49" W 28.12' N 20'18'26" W C12 90'29'23" 20.00' 31.59' N 24'09'54" E 28.40' N 68'55'12" E LINE BEARING DISTANCE L1 N 20'51'26" W 25.00' L2 N 69'08'34" E 178.19' L3 S 64'25'04" W 60.54' L4 N 73'31'24" W 42.31' L5 N 16'28'36" E 30.00' L6 N 20'53'54" W 50.00' L7 N 20'55'08" W 159.96' L8 N 20'55'24" W 49.85' L9 N 20'50'46" W 199.64' L10 N 20'54'28" W 49.84' L11 N 20'53'44" W 199.92' PAGE 2 DF 2 PATE SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capitol of Texas Hwy.. Ste. 350•Austin• TX 75731•Ph5123480600•Fax512340-0604•www.pateeng.com UNIVERSITY VILLAGE ZONING EXHIBIT 8.83 ACRES PARCEL 3 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. ORIGINAL ISSUE DATE: 09/09/08 ORIGINAL 1• = 200• SCALE APPROVE E: .4 i. rs JOB NO.: 1135-012-00-A800 PARCEL 4 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 5.07 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 5.07 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. COMMENCING at a %" iron rod found with a Baker-Aicklen cap in the southerly right-of- way line of University Boulevard (width varies) as recorded in Volume 1712, Page 789 Official Records of Williamson County, Texas (Chandler Road width varies, County Road 114) for the corner common to the northwest corner of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas and the northeast corner of said 98.20 acre tract, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; THENCE, South 17°11'36" East, a distance of 546.86', with said common line to the POINT OF BEGINNING of the tract herein described; THENCE, South 17°11'36" East, a distance of 704.88', continuing with the line common to the west line of said Avery Ranch Company tract and the east line of said 98.20 acre tract, also common to said Boundary Line Agreement; THENCE, over and across said 98.20 acre tract the following six (6) courses and distances; 1. South 69°37'00" West, a distance of 488.40' to a point on a curve to the right having a Delta angle of 15°02'51", a radius of 760.00', and from which point the radius bears North 89°53'29" East; 2. Along said curve to the right a Chord Bearing of North 07°24'55" East, a Chord Distance of 199.02', and an Arc Distance of 199.60'to the end of curve; 3. North 14°56'20" East, a distance of 226.78' to a point on a curve to the left having a Delta angle of 35°24'43", and a radius of 500.50'; Page 2 of 2 4. Along said curve to the left a Chord Bearing of North 02°46'02" West, a Chord Distance of 304.44', and an Arc Distance of 309.34'to the end of curve; 5. North 20°28'23" West, a distance of 50.79' to a point for a corner; 6. North 69°08'34" East, a distance of 211.64', to the POINT OF BEGINNING of the herein described tract and containing 5.07 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 L Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING 01 15'02'51" 760.00' 199.60' N 07'24'55" E 199.02' N 89'53'29" E C2 35'24'43" 500.50' 309.34' N 02'46'02" W 304.44' UNIVERSITY BLVD (R.0.W. VARIES) — -- — — --- — — (0.325 ACRES> (CHANDLER ROAD,) VOL. 1712, PG. 789 (COUNTY ROAD NO. 114) O.R.W.C.T. P.O.C. FND. 1/2 1. ROD TRACT 1 WITH DIA CAP 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, III, TRUSTEE dl- TO BOUNDARY LINE AGREEMENT -1 AVERY RANCH COMPANY, LTD. VOL 958 PG. 772 DOCUMENT NO. 2002071336 D.R.W.C.T. _ 0.P.R.W.C.T. 0' 200' 400' 600' L3 P.O.B. — - El um in IC -‘1 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. x,215 e co v.AVE V' 1200.19RESUIDE CHARLES NEEDHAM III, t\8 W TRUSTEE TO AVERY RANCH COMPANY, LTD. C7 DOCUMENT NO. 2002071336 S. 0.P.R.W.C.T. 1,- -1 PARCEL 4 v, ABBREVIATION TABLE PUBLIC FACILITIES/MULTI-FAMILIY 5.07 ACRES FND. FOUND P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT 0.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF WILLIAMSON COUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS OF S 69°37'00" W 488.40' J 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. WILLIAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS R.O.W. RIGHT OF WAY VOL. VOLUME PG. PAGE NO. NUMBER NIBOL 0 FOUND 1/8YIRON RODOUNLESS PATE:; SURVEYORS OTHERWISE NOTED Q CONTROLLING MONUMENT A DIVISION OF PATE ENGINEERS,INC. FND. 1/2 I. ROD 7601 Capitol of Texas Hwy.. Ole. 350•Aaetin, IX 78731•Ph512340 0600•Fox512•3400604•www.poleeng.com • CALCULATED POINT UNIVERSITY VILLAGE ZONING EXHIBIT LINE BEARING DISTANCE 5.07 ACRES L1 N 14'56'20" E 226.78' PARCEL 4 L2 N 20'28'23" W 50.79' ABEL L.. EAVES SURVEY, A-215 L3 N 69'08'34" E 211.64' WILLIAMSON COUNTY, TEXAS L4 S 17'11'36" E 546.86' L5 S 17'11'36" E 636.50' DRAM: R.G. ORIGINAL ORIGINAL 1• = NO' APP OVED FO ISSUE: ISSUE DATE: 09/09/08 SCALE �tyc•ybs' JOB NO.: 1135-012-00-A800 PARCEL 5 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 25.82 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 25.82 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01- 035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a 1/2" iron rod found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 6 as recorded in Cabinet Y, Slides 323-324, in the Plat Records of Williamson County, Texas common to the southwest corner of said 98.20 acre tract and common to a point in the north line of LAKESIDE SUBDIVISON SECTION ONE according to the plat thereof recorded under Cabinet R, Slides 189-190 in the Plat Records of Williamson County Texas; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following three (3) courses and distances; 1. North 21°13'40" West, a distance of 104.68', to the point of curvature of a curve to the right, having a delta angle of 89°58'58", a radius of 20.00'; 2. Along said curve to the right a Chord Bearing of North 23°45'49" East, a Chord Distance of 28.28', and an Arc Distance of 31.41', and from which point a'' /2" iron rod with a G&R cap found bears North 54°26'06" West, a distance of 0.15'; 3. North 21°13'40" West, a distance of 50.00' to a point for a corner from which point a'/2" iron rod with a G&R cap found bears South 37°27'53" West, a distance of 0.13'; THENCE leaving said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following fifteen (15) courses and distances; 1. North 68°46'20" 2. North 23°29'29" 3. North 10°00'09" 4. North 35°49'52" 5. North 01°35'24' 6. North 34°37'03" 7. North 19°41'25' East, a distance of 267.53' to a point for a corner; West, a distance of 40.69' to a point for a corner; West, a distance of 220.99' to a point for a corner; West, a distance of 144.22' to a point for a corner; ' West, a distance of 109.71' to a point for a corner; West, a distance of 54.37' to a point for a corner; ' East, a distance of 107.41' to a point for a corner; Page 2 of 3 8. North 28°44'31" West, a distance of 85.74' to a point for a corner; 9. North 04°09'46" East, a distance of 71.11' to a point for a corner; 10. North 36°09'23" West, a distance of 33.20' to a point for a corner; 11. North 87°07'02" West, a distance of 95.91' to a point for a corner; 12. North 01°36'55" West, a distance of 125.69' to a point for a corner; 13. North 80°10'39" West, a distance of 116.52' to a point for a corner; 14. South 51°28'34" West, a distance of 118.98' to a point for a corner; 15. South 62°45'36" West, a distance of 211.40' to a point for a corner in the said easterly right-of- way line Sandy Brook Drive, common to a point in the west line of said 98.20 acre tract; THENCE with the said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, the following two (2) courses and distances; 1. North 47°24'09" West, a distance of 125.825' to the point of curvature of a curve to the right, having a delta angle of 12°28'44", a radius of 333.33', and from which point the radius bears North 42°33'43" East; 2. Along said curve to the right a Chord Bearing of North 41°11'55" West, a Chord Distance of 72.45', and an Arc Distance of 72.60'to the end of curve; THENCE leaving said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following twelve (12) courses and distances; 1. North 85°06'10" East, a distance of 177.08' to a point for a corner; 2. North 13°29'24" East, a distance of 60.37' to a point for a corner; 3. North 22°24'55" East, a distance of 178.02' to a point for a corner; 4. North 48°55'09" East, a distance of 270.00' to a point for a corner; 5. North 65°42'42" East, a distance of 377.25' to the point of curvature of a curve to the right, having a delta angle of 17°42'57", a radius of 807.50', and from which point the radius bears South 47°00' 15" West; 6. Along said curve to the right a Chord Bearing of South 34°08'16" East, a Chord Distance of 248.69', and an Arc Distance of 249.68'to the end of curve herein described; 7. South 25°16'47" East, a distance of 158.10' to a point for a corner; 8. South 32°38'44" East, a distance of 98.86' to a point for a comer; 9. South 24°08'21" East, a distance of 221.02' to a point for a corner; 10. South 40°41'37" East, a distance of 275.54' to a point for a corner; Page 3 of 3 11. South 44°13'33" East, a distance of 188.80' to a point for a corner; 12. South 67°41'30" East, a distance of 99.05' to a point in the south line of said 98.20 acre tract, common to a point in a northwesterly line of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; THENCE with the said common line of 98.20 acre tract, 1200.19 acre tract, and boundary line agreement, the following two (2) courses and distances; 1. South 71°47'06" West, a distance of 53.98' to 'h" iron rod found for an easterly corner of the said 98.20 acre tract; 2. South 11°26'34" East, a distance of 360.66' to rail road spike found for the corner common to the northeast corner of LAKESIDE SUBDIVISION SECTION FOUR as recorded in Cabinet X, Slides 285-286 of the Plat Records of Williamson County, Texas, a southerly corner of said 98.20 acre tract, a westerly corner of said 1200.19 acre tract and the most southeasterly corner of the tract herein described; THENCE South 68°46'33" West, a distance of 1026.21' with the line common to the south line of said 98.20 acre tract and the north line of said LAKESIDE SUBDIVISION SECTION FOUR and the north line of said LAKESIDE SUBDIVISON SECTION ONE to the POINT OF BEGINNING of the herein described tract and containing 25.82 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 N6i L dA.ht.-S Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. \ r Nle STONEY BROOK SECTION 6 14.513 ACRES CAB. Y SL. 323 DOC. NO. 2004032889 0.P.R.W.C.T. SANDY BROOK DRIVE (60' R.D.W.) CAB. R. SL. 363-364 P.R.W.C.T. L2 FOUND 1/2'' IRON ROD WITH G8R CAP BEARS S 3727'53" W 0.13' L21 L17 L22 6 L15 L14 L13 L1 L11 L10 L9 L8 L23 PARCEL 5 OPEN SPACE 25.82 ACRES 98.20 ACRES L7 THE STATE OF TEXAS TO SOB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. <S L6 L5 L4 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. C3 —)C 1 L3 STORM WATER DRAINAGE DOC. 90. 20 0053391EMENT BOUNDARY UNE AGREEMENT 0.P.R.W.C.T. VOL 958 PG. 772 FOUND 1/2" IRON ROD WITH Geer? D.R.W.C.T. I L1 CAP BEARS N 54'25'05" W 0.15' _ P.O.B. r.I - .1_ ._._ .. . _.._ _ __. I_. __ FND. 1/2" I I I \ • ` i II I IRON ROD DE SUBDIVISION'L32 �_ __ --. __ ._ LAKESIDE SUBDIVISION •. I 1 SECTION 1 FINAL PLAT I 1 SECTION 4 FINAL PLA 1' j • \ L .__ J .._._ -- CAB. R SL189-19D 1 , " • CAB. X SL 285-28A 1 I P R.W.C.T I l- -- 1 L24 L25 L26 L27 P.R.W.C.T. • c Mir. VAT P.R.W.C.T. SYMBOL LEGEND O FOUND 1/2" IRON ROD UNLESS OTHERWISE NOTED A CONTROLLING MONUMENT • CALCULATED POINT ABBREVIATION TABLE FND. FOUND P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT 0.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF WILLIAMSON COUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS R.O.W. RIGHT OF WAY VOL VOLUME PG. PAGE N0. NUMBER L28 L29 L30 L31 BOUNDARY UNE AGREEMENT VOL. 958 PG. 772 D.R.W.C.T. TRACT 1 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY. III, TRUSTEE TO AVERY RANCH COMPANY, LTD. FND. RAIL DOCUMENT NO. 2002071336 ROAD SPIKE 0.P.R.W.C.T. 0' 300' 600' 900' PAGE 1 DF 2 PATE SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capitol of Texas Hwy.. Ste. 350•Aaetin, TX 78731 •Ph51234O.D5D0 •Fax5123400504•www.pateeno.eom UNIVERSITY VILLAGE ZONING EXHIBIT 25.82 ACRES PARCEL 5 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. APPROVED F9R ISSUE: Augietov- ORIGINAL ORIGINAL 1' = 300' ISSUE DATE: 09/09/08 SCALE JOB NO.: 1135-012-00—A800 CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING 01 89'58'58" 20.00' 31.41' N 23'45'49" E 28.28' C2 12'28'44" 333.33' 72.60' N 41'11'55" W 72.45' N 42'33'43" E C3 17'42'57" 807.50' 249.68' S 34'08'16" E 248.69' S 47'00'15" W LINE BEARING DISTANCE L1 N 21'13'40" W 104.68' L2 N 21'13'40" W 50.00' L3 N 68'46'20" E 267.53' L4 N 23'29'29" W 40.69' L5 N 10'00'09" W 220.99' L6 N 35'49'52" W 144.22' L7 N 01'35'24" W 109.71' L8 N 34'37'03" W 54.37' L9 N 19'41'25" E 107.41' L10 N 28'44'31" W 85.74' L11 N 04'09'46" E 71.11' L12 N 36'09'23" W 33.20' L13 N 87'07'02" W 95.91' L14 N 01'36'55" W 125.69' L15 N 80'10'39" W 116.52' L16 S 51'28'34" W 118.98' L17 S 62'45'36" W 211.40' L18 N 47'24'09" W 125.85' L19 N 85'06'10" E 177.08' L20 N 13'29'24" E 60.37' L21 N 22'24'55" E 178.02' L22 N 48'55'09" E 270.00' L23 N 65'42'42" E 377.25' L24 S 25'16'47" E 158.10' L25 S 32'38'44" E 98.86' L26 S 24'08'21" E 221.02' L27 S 40'41'37" E 275.54' L28 S 44'13'33" E 188.80' L29 S 67'41'30" E 99.05' L30 S 71'47'06" W 53.98' L31 S 11'26'34" E 360.66' L32 S 68'46'33" W 1026.21' PAGE 2 DF 2 PATE 4 SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capitol of Texas Hwy., Ste. 350•Auelin, 01 78731 •Ph5123400600 •Fae5123400604•www.pateeng.com UNIVERSITY VILLAGE ZONING EXHIBIT 25.82 ACRES PARCEL 5 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. ORIGINAL ISSUE DATE: 09/09/08 ORIGINAL r = 300 A�PqR�OVED R ISSUE: SCALE Al�� �,vtf JOB NO.: 1135-012-00-A800 PARCEL 6 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 7.80 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 7.80 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01- 035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. COMMENCING at a'/2" iron rod found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 6 as recorded in Cabinet Y, Slides 323-324, in the Plat Records of Williamson County, Texas common to the southwest corner of said 98.20 acre tract and common to a point in the north line of Lakeside Subdivision Section 1 Final Plat according to the plat thereof recorded under Cabinet R, Slides 189-190 in the Plat Records of Williamson County Texas and from which a rail road spike found for the corner common to the northeast corner of LAKESIDE SUBDIVISION SECTION FOUR as recorded in Cabinet X, Slides 285-286 of the Plat Records of Williamson County, Texas, a southerly corner of said 98.20 acre tract, a westerly corner of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; bears North 68°46'33" East, a distance of 1026.21'; THENCE North 21°13'40" West, a distance of 194.68', to the POINT OF BEGINNING of the tract herein described in the east right-of-way line of said Sandy Brook Drive, common to a point in the west line of said 98.20 acre tract from which point a' h" iron rod with a G&R cap found bears North 20°17'07" West, a distance of 0.15'; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following three (3) courses and distances; 1. North 21°13'40" West, a distance of 699.42' to the point of curvature of a curve to the left, having a Delta Angle of 26°11'07", a Radius of 480.98' and from which point a 1/4" iron rod with G&R cap found bears North 63°06'54" East, a distance of 0.17'; 2. Along said curve to the left a Chord Bearing of North 34°19'15" West, a Chord Distance of 217.91', and an Arc Distance of 219.82' to a 1/4" iron rod found for the end of the curve herein described; 3. North 47°24'09" West, a distance of 49.24' to a point for a corner; THENCE leaving said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following sixteen (16) courses and distances; Page 2 of 2 1. North 62°45'36" East, a distance of 211.40' to a point for a corner; 2. North 51°28'34" East, a distance of 118.98' to a point for a corner; 3. South 80°10'39" East, a distance of 116.52' to a point for a corner; 4. South 01°36'55" East, a distance of 125.69' to a point for a corner; 5. South 87°07'02" East, a distance of 95.91' to a point for a corner; 6. South 36°09'23" East, a distance of 33.20' to a point for a corner; 7. South 04°09'46" West, a distance of 71.11' to a point for a corner; 8. South 28°44'31" East, a distance of 85.74' to a point for a corner; 9. South 19°41'25" West, a distance of 107.41' to a point for a corner; 10. South 34°37'03" East, a distance of 54.37' to a point for a comer; 11. South 01°35'24" East, a distance of 109.71' to a point for a corner; 12. South 35°49'52" East, a distance of 144.22' to a point for a corner; 13. South 10°00'09" East, a distance of 220.99' to a point for a corner; 14. South 23°29'29" East, a distance of 40.69' to a point for a comer; 15. South 68°46'20" West, a distance of 267.53' from which point a '/2" iron rod with a G&R cap found bears South 37°27'53" West, a distance of 0.13', to the point of curvature of a curve to the right, having a Delta Angle of 89°58'58", a Radius of 20.00', and from which point the radius bears North 21°12'38" West; 16. Along said curve to the right a Chord Bearing of North 66°13'09" West, a Chord Distance of 28.28', and an Arc Distance of 31.41' to the POINT OF BEGINNING of the herein described tract and containing 7.80 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. '40" W 699.42' STONEY BROOK SECTION 6 SANDY BROOK DRIVE (60' R.O.W.) �--� CAB. Y. SL. 323-324 ' P.R.W.C.T. P.O.B. FOUND 1/2' IRON R00 WITH 069 CAP BEARS N 20'17'07' E 0.15'FOUND 1/2' IRON ROD CAP BEARS S 37'27'53' W 0.13' �c� L16 L2 L' l FOUND 1/2' IRON ROD WITH Ga CAP BEARS N 53'05'54' E 0.17' PARCEL 6 TOWNHOUSE 7.80 ACRES Lg ✓ ti w 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. J CJI 1 STORM WATER DRAINAGE EASEMENT DOC. NO. 2000053391 0.P.R.W.C.T. P.O.C. \ FND. 1/2' IRON ROD 1 1 1 LAKESIDE SUBDIVISION ' I z SECTION 1 FINAL PLAT L L 1 CAB. R SL.189-190/ P.R.W.C.T. AMS1A0 VAT 0' 200' 400' 600' L18 TRACT 1 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, III, TRUSTEE TO AVERY RANCH COMPANY, LTD.— DOCUMENT NO. 2002071336 0.P.R.W.C.T. BOUNDARY LINE AGREEMENT VOL. 958 PG. 772 D.R.W.C.T. LAKESIDE SUBDIVISION I ,8 SECTION 4 FINAL PLAT 'CAB. X SL. 285-286 P.R.W.C.T. _.._._.. I__.._ ._._._ .._.� TE%MIA ICRIP 1 le PVC A•ep _/ PAGE 1 OF 2 r, t END. RAIL ROAD SPIKE PATE •:::• SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capital o1 Teem Hwy, Ste. 350•Auetin, TX 78731•Ph5123400600•Fax5123400604•www.poteeng.com UNIVERSITY VILLAGE ZONING EXHIBIT 7.80 ACRES PARCEL 6 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. APpISCIVED Fop, ISSUE: trt4 iA4c JOB NO.: 1135-012-00—A800 ORIGINAL ORIGINAL 1 = 200 ISSUE DATE: 09/09/08 SCALE CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 26'11'07" 480.98' 219.82' N 34'19'15" W 217.91' S 80'10'39" E C2 89'58'58" 20.00' 31.41' N 66'13'09" W 28.28' N 21'12'38" W LINE BEARING DISTANCE L1 N 4724'09" W 49.24' L2 N 62'45'36" E 211.40' L3 N 51'28'34" E 118.98' L4 S 80'10'39" E 116.52' L5 S 01'36'55" E 125.69' L6 S 87'07'02" E 95.91' L7 S 36'09'23" E 33.20' L8 S 04'09'46" W 71.11' L9 S 28'44'31" E 85.74' L10 S 19'41'25" W 107.41' L11 S 34'37'03" E 54.37' L12 S 01'35'24" E 109.71' L13 S 35'49'52" E 144.22' L14 S 10'00'09" E 220.99' L15 S 23'29'29" E 40.69' L16 S 68'46'20" W 267.53' L17 N 21'13'40" W 194.68' L18 N 68'46'33" E 1026.21' O0 SYMBOL LEGEND FOUND 1/2" IRON ROD UNLESS OTHERWISE NOTED A CONTROLLING MONUMENT • CALCULATED POINT ABBREVIATION TABLE FND. FOUND P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT O.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF WILLIAMSON COUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS R.D.W. RIGHT OF WAY VOL. VOLUME PG. PAGE NO. NUMBER PAGE 2 LIF 2 PATE 4 SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capital of Texas Hwy., Ste. 350•Auetin, IX 78731 •Ph5123400800 •Fax5123400604•www.poteeng.aom UNIVERSITY VILLAGE ZONING EXHIBIT 7.80 ACRES PARCEL 6 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. APPROVED F9R ISSUE: t iLi wvl ORIGINAL ORIGINAL 1' = 200' ISSUE DATE: 09/09/08 SCALE JOB NO.: 1135-012-00-A800 PARCEL 7 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 7.38 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 7.38 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a V2" iron rod with RJE&S cap found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 5 as recorded in Cabinet Y, Slides 184, in the Plat Records of Williamson County, Texas common to a westerly corner of said 98.20 acre tract; THENCE North 16°28'36" East, a distance of 30.00' with the said common easterly right-of- way line Sandy Brook Drive and the west line of said 98.20 acre tract, to a point for a corner; THENCE leaving said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following ten (10) courses and distances; 1. South 73°31'24" East, a distance of 42.31' to the point of curvature of a curve to the left, having a Delta Angle of 42°03'32", and a Radius of 400.00'; 2. Along said curve to the left a Chord Bearing of North 85°26'50" East, a Chord Distance of 287.08', and an Arc Distance of 293.63' to the end of the curve herein described; 3. North 64°25'04" East, a distance of 28.04' to the point of curvature of a curve to the left, having a Delta Angle of 24°42'07", a Radius of 492.50', and from which point the radius bears North 64°25'04" East; 4. Along said curve to the left a Chord Bearing of South 37°56'00" East, a Chord Distance of 210.69', and an Arc Distance of 212.33' to the point of reverse curvature of a curve to the right, having a Delta angle of 07°17'19", and a Radius of 807.50'; 5. Along said curve to the right a Chord Bearing of South 46°38'24" East, a Chord Distance of 102.65', and an Arc Distance of 102.72 ' to the end of the curve herein described; 6. South 65°42'42" West, a distance of 377.25' to a point for a corner; 7. South 48°55'09" West, a distance of 270.00' to a point for a corner; 8. South 22°24'55" West, a distance of 178.02' to a point for a corner; 9. South 13°29'24" West, a distance of 60.37' to a point for a corner; Page 2 of 2 10. South 85°06'10" West, a distance of 177.08' to a point on a curve to the right in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 6 as recorded in Cabinet Y, Slides 323-324, in the Plat Records of Williamson County, Texas, common to a point in the west line of said 98.20 acre tract, having a Delta angle of 66°37'02", a Radius of 333.33, and from which point the radius bears North 55°02'26" East; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following four (4) courses and distances; 1. Along said curve to the right a Chord Bearing of North 01°39'02" West, a Chord Distance of 366.10', and an Arc Distance of 387.56' to a '/2" iron rod with Baker-Aicklen cap found, passing at an arc distance of 201.00' the north line of said STONEY BROOK SECTION 6, common to the south line of STONEY BROOK SECTION 4 according to the plat thereof recorded in Cabinet R, Slides 363-364, in the Plat Records of Williamson County, Texas; 2. North 31°41'22" East, a distance of 374.48', to a ''/z" iron rod with Baker-Aicklen cap found, passing at 270.96' the north line of said STONEY BROOK SECTION 4, common to the south line of said STONEY BROOK SECTION 5, for the point of curvature of a curve to the left, having a Delta angle of 08°52'48", a radius of 435.63' and from which point the radius bears North 58°15'35" West; 3. Along said curve to the left a Chord Bearing of North 27°18'01" East, a Chord Distance of 67.385', and an Arc Distance of 67.52' to a %2" iron rod with a RJE& S cap found for the point of reverse curvature of a curve to the right, having a Delta angle of 83°12'35", and a Radius of 20.00'; 4. Along said curve to the right a Chord Bearing of North 64°27'58" East, a Chord Distance of 26.56', and an Arc Distance of 29.05' to the POINT OF BEGINNING of the herein described tract and containing 7.38 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 //6iL .J/ Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. U N x a 0 a0 ¢ p N JO NF Om m N = O O) m H N z O O tel co W UQ ON. p. W co J = WO CCO LO r CQIQ o CO 4.4 4P <<s civ es, In co /� >- r <00)0 oc UJ 502, 4t PWfA J Q W Q3 0 ,00•LOZ O co O (U 0 0 a 0 Q g2 L. 0 1135-012-00-A800 JOB NO.: #) W O -� ��w N a m 2' _ a X ^ i.r r• co Z o ii zw 0 co i 0 0 RADIAL BEARING N 64'25'04" E N 55°02'26" E M N PATE 4 SURVE) A DIVISION OF PATE ENGINEEI 7801 Capital of Texas Hwy.. Sta. 350•Aastin, TX 78731 •Ph512-340-0600•Fax512 UNIVERSITY VILLAGE ZONING 7.38 ACRES PARCEL 7 ABEL L. EAVES SURVEY, A-: WILLIAMSON COUNTY, TEXT ORIGINAL ORIG ISSUE DATE: 09/09/08 SCAL JOB NO.: 1135-012- cu L 0 al W Q a_ ING CHORD LENGTH E 210.69' E 102.65' E 67.45' 0o O N 00 N O O O M) N DRAWN: R.G. APP}}OVED V ISSUE: W CHORD BEAR N 85'26'50" O 0 O0) N) (/) S 46°38'24" N O N) O Z O � F- N Z N 64'27'58" BEARING I DISTANCE O O O r7 rn N "Ci- L3 LN 64'25'04" E 28.04' ,L2'09 M bZ6Z.21 S 171 ARC LENGTH N) cp r7 N N)O N7 N N 102.72' 387.56' N r co 29.05' L1 N 16'28'36" E L2 S 73'31'24" E 0 p O 0 O 0 0 in N 0 N N7 r7 N) N7 co LC) - 00 W_ z J < 0 o) O N) ro 6 N d- co n d' DELTA ANGLE 42'03'32" 24'42'07" O N N 0 66°37'02" 08°52'48" 83°12'35" SYMBOL LEGEND 0 FOUND 1/2 -IRON ROD UNLESS OTHERWISE NOTED A CONTROLLING MONUMENT • CALCULATED POINT ABBREVIATION TABLE D. FOUND .C. POINT OF COMMENCEMENT B. POINT OF BEGINNING )C DOCUMENT .T. OFFICIAL PROPERTY RECOR WILLIAMSON COUNTY, TEXA: .T. OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXA: .T. PLAT RECORDS OF WILLIAMSON COUNTY, TEXA .W. RIGHT OF WAY DL. VOLUME 'G. PAGE 10. NUMBER L'URVE '—('4cD 0 0 C3 C4 0 0 Satellite View University Boulevard Oa 0' PARCEL 1 COMMERCIAL 12.56 ACRES PARCEL 2 COMMERCIAL 6.06 ACRES 9 3 PARCEL 3 m OFFICE O` 8.83 ACRES Pe„ PARCEL 4 UBLIC FACILITIES MULTI -FAMILY 5.07 ACRES PARCEL 7 OFFICE / TOWNHOUSE 7.38 ACRES PARCEL 5 OPEN SPACE 25.82 ACRES PARCEL 6 TOWNHOUSE 7.80 ACRES Land Use Schedule Commercial 18.62 Ac, Office 8.83 Ac, Public Fac. / MF 5.07 Ac, Open Space 25.82 Ac. Townhouse 7.80 Ac Office/Townhouse 7.38 Ac. Total 73.52 Ac. UNIVERSITY VILLAGE ROUND ROCK, TX PUD EXHIBIT - B September 16, 2008 300 150 0' SCALE 1" = 300' 300 J WL Easement_ University Boulevard a 0 0 0 20 Setback PARCEL 1 COMMERCIAL 12.56 ACRES 1. 1 )1 k Setback N 2 N a) PARCEL 2 COMMERCIAL 6.06 ACRES PARCEL 3 OFFICE 8.83 ACRES UNIVERSITY VILLAGE ROUND ROCK, TX Min. / Max. Setbacks - Exhibit C September 16, 2008 300 150 0' SCALE: NTS 300 1 i EXHIBIT D UNIVERSITY VILLAGE < TRAFFIC IMPACT ANALYSIS > First Submission: March 12, 2008 Second Submission: April 17, 2008 Final Submission: June 23, 2008 UNIVERSITY VILLAGE < TRAFFIC IMPACT ANALYSIS > Prepared for TXRR, LLC Prepared by HDRIWHM Transportation Engineering 504 Lavaca Street, Suite 1175 Austin, Texas 78701 Telephone: (512) 473-8343 Facsimile: (512) 473-8237 Website: hdrinc.comlwww.whmeng.com First Submission: March 12, 2008 Final Submission: April 17, 2008 Final Submission: June 23, 2008 TABLE OF CONTENTS Table of Contents i List of Figures ii List of Tables v List of Tables v Certification Statement vi Executive Summary 1 Introduction 19 Site and Access Characteristics 19 Existing Thoroughfare System / Future Roadway Improvements 19 Traffic Analysis 21 Signalized Intersection Level of Service 22 Unsignalized Intersection Level of Service 23 2008 — Existing Conditions 25 Signalized Intersections 25 Unsignalized Intersections 25 Forecasted Conditions with Site Generated Traffic 35 Site Generated Traffic 35 Analysis Assumptions 36 Phase 1 2010 — Intersection Analysis 40 Phase 2 2012 — Intersection Analysis 58 Daily Traffic Forecasts 75 Summary and Recommendations 80 References 88 Appendix 89 HDRIWHM Transportation Engineering i LIST OF FIGURES FIGURES 1 Area Location Map 17 2 Site Plan 18 3 A.W. Grimes Boulevard and University Boulevard 2007 Existing Geometric and Traffic Volume Conditions 28 4 Sunrise Road and University Boulevard 2007 Existing Geometric and Traffic Volume Conditions 29 5 CR 112 and University Boulevard 2007 Existing Geometric and Traffic Volume Conditions 30 6 Sandy Brook Drive and University Boulevard 2007 Existing Geometric and Traffic Volume Conditions 31 7 Seton Parkway and University Boulevard 2007 Existing Geometric and Traffic Volume Conditions 32 8 Sandy Brook Drive and Lorson Loop 2007 Existing Geometric and Traffic Volume Conditions 33 9 Sandy Brook Drive and Satellite View 2007 Existing Geometric and Traffic Volume Conditions 34 10 A.W. Grimes Boulevard and University Boulevard 2010 Forecasted/2010 Site Plus Forecasted Geometric and Traffic Volume Conditions 45 11 Sunrise Road and University Boulevard 2010 Forecasted/2010 Site Plus Forecasted Geometric and Traffic Volume Conditions .... 46 12 CR 112 and University Boulevard 2010 Forecasted/2010 Site Plus Forecasted Geometric and Traffic Volume Conditions .... 47 13 Sandy Brook Drive and University Boulevard 2010 Forecasted Geometric and Traffic Volume Conditions 48 14 Sandy Brook Drive and University Boulevard 2010 Site Plus Forecasted Geometric and Traffic Volume Conditions 49 15 Seton Parkway and University Boulevard 2010 Forecasted/2010 Site Plus Forecasted Geometric and Traffic Volume Conditions 50 HDRIWHM Transportation Engineering ii 16 Sandy Brook Drive and Driveway C 2010 Site Plus Forecasted Geometric and Traffic Volume Conditions 51 17 Sandy Brook Drive and Lorson Loop 2010 Forecasted Geometric and Traffic Volume Conditions 52 18 Sandy Brook Drive and Lorson Loop/Driveway D 2010 Site Plus Forecasted Geometric and Traffic Volume Conditions 53 19 Sandy Brook Drive and Driveway E 2010 Forecasted Geometric and Traffic Volume Conditions 54 20 Sandy Brook Drive and Driveway E 2010 Site Plus Forecasted Geometric and Traffic Volume Conditions 55 21 Driveway F and University Boulevard 2010 Site Plus Forecasted Geometric and Traffic Volume Conditions 56 22 CR 112 and Driveway G 2010 Site Plus Forecasted Geometric and Traffic Volume Conditions 57 23 A.W. Grimes Boulevard and University Boulevard 2012 Forecasted/2012 Site Plus Forecasted Geometric and Traffic Volume Conditions 62 24 Sunrise Road and University Boulevard 2012 Forecasted/2012 Site Plus Forecasted Geometric and Traffic Volume Conditions 63 25 CR 112 and University Boulevard 2012 Forecasted/2012 Site Plus Forecasted Geometric and Traffic Volume Conditions 64 26 Sandy Brook Drive and University Boulevard 2012 Forecasted2012 Site Plus Forecasted Geometric and Traffic Volume Conditions 65 27 Seton Parkway and University Boulevard 2012 Forecasted/2012 Site Plus Forecasted Geometric and Traffic Volume Conditions 66 28 Sandy Brook Drive and Driveway A 2012 Site Plus Forecasted Geometric and Traffic Volume Conditions 67 29 Sandy Brook Drive and Driveway B 2012 Site Plus Forecasted Geometric and Traffic Volume Conditions 68 30 Sandy Brook Drive and Roadway H 2012 Site Plus Forecasted Geometric and Traffic Volume Conditions 69 31 Sandy Brook Drive and Driveway C 2012 Site Plus Forecasted Geometric and Traffic Volume Conditions 70 32 Sandy Brook Drive and Lorson Loop/Driveway D 2012 Forecasted/2012 Site Plus Forecasted Geometric and Traffic Volume Conditions 71 HDRIWHM Transportation Engineering iii 33 Sandy Brook Drive and Driveway E 2012 Forecasted/2012 Site Plus Forecasted Geometric and Traffic Volume Conditions .... 72 34 Driveway F and University Boulevard 2012 Forecasted/2012 Site Plus Forecasted Geometric and Traffic Volume Conditions .... 73 35 University Boulevard and Driveway G 2012 Forecasted/2012 Site Plus Forecasted Geometric and Traffic Volume Conditions .... 74 HDRIWHM Transportation Engineering iv LIST OF TABLES TABLES 1 Summary of Unadjusted Daily and Peak Hour Trip Generation 2 2 Intersection Level of Service 5 3 Summary of Improvements 14 4 Signalized Intersection: Level of Service Measurement and Qualitative Descriptions 23 5 Unsignalized Intersection: Level of Service Measurement 24 6 Summary of Unadjusted Daily and Peak Hour Trip Generation 36 7 Summary of Adjusted Daily and Peak Hour Trip Generation 39 8 Forecasted Overall Directional Distribution of Site Oriented Traffic 40 9 Twenty -Four Hour Traffic Volumes 76 HDRIWHM Transportation Engineering v CERTIFICATION STATEMENT I hereby certify that this report complies with Ordinance requirements and applicable technical requirements of the City of Round Rock and is complete and accurate to the best of my knowledge. (Signature of Responsible Engineer) Texas P.E. # Date -Z3 - ate Signature of Submitter Date Anna 114 6-23-®8 Printed Name of Submitter Date i*r P*: • /\:** li kititANNAT. MARTIN s 4A. 96814 4,5 (3 QQENSEO: \�,4� a-771-• G -a3-° HDRIWHM Transportation Engineering v UNIVERSITY VILLAGE < TRAFFIC IMPACT ANALYSIS > EXECUTIVE SUMMARY The proposed University Village development is located on the southeast corner of Sandy Brook Drive and University Boulevard in Round Rock, Texas, as shown in Figure 1. The proposed development is planned to be built in two phases. Phase 1 of the University Village development will consist of 100 dwelling units of apartments, 193,400 square feet of general office building, 111,100 square feet of shopping center, 5,000 square feet of high turnover (sit-down) restaurant, and 5,000 square feet of drive-in bank. Phase 1 is anticipated to be completed by 2010. Phase 2 of the development will consist of 91 dwelling units of residential condo/townhouse and 66,200 square feet of general office building to be completed by 2012. In addition, the traffic generated by the proposed Austin Community College (ACC) development was considered in this study. The developer is in discussions with ACC for ACC to acquire 25 acres of the University Village tract. To account for this potential future use, it was assumed that a portion of the ACC trips would be attributed to the University Village development. The remainder of the trips generated by ACC were included as background traffic. As shown in Figure 1, the site is bounded by University Boulevard on the north and by Sandy Brook Drive on the west. Access to the site is proposed via four driveways on Sandy Brook Drive and three proposed new roadways, as shown in Figure 2. Trip Generation Based on recommendations and data contained in the Institute of Transportation Engineers (ITE) Trip Generation, the proposed project will generate approximately 12,028 unadjusted daily trips upon build -out of Phase 1 and an additional 3,322 unadjusted daily trips upon HDRIWHM Transportation Engineering 1 completion of Phase 2, for 15,350 total trips. Table 1 provides a detailed summary of traffic production, which is directly related to the assumed land use plan. Table 1. Summary of Unadjusted Daily and Peak Hour Trip Generation Proposed Land Use Size (SF) 24-hour Two-way Volume AM Peak Hour PM Peak Hour Enter Exit Enter Exit Phase 1 Apartments 100 DU 672 10 41 40 22 General Office Building 193,406 SF 2,217 280 38 50 245 Shopping Center 111,078 SF 7,271 102 65 322 349 High Turnover Restaurant 5,000 SF 636 30 28 33 21 Drive-in Bank 5,000 SF 1,232 35 27 114 114 Total (Phase 1) 12,028 457 199 559 751 Phase 2 Jr./Community College 600 Students 1,759 182 40 182 102 Residential Condo/Townhouse 91 DU 592 8 40 37 18 General Office Building 66,211 SF 971 119 16 17 82 Total (Phase 2) 3,322 309 96 236 202 Total (Phase 1 + Phase 2) 15,350 766 295 795 953 Assumptions 1. Based on Texas Department of Transportation (TxDOT) traffic maps, a five percent annual growth rate was assumed for this project, except on Sandy Brook Drive. Development along Sandy Brook Drive is built -out, therefore no growth rate was applied to this roadway. 2. The following pass -by reductions were assumed for the project based on recommendations and data contained in the Institute of Transportation Engineers' (ITE) Trip Generation, 7th Edition: HDRIWHM Transportation Engineering 2 Shopping Center High Turnover Restaurant Drive-in Bank AM Peak 24 percent 33 percent 37 percent PM Peak 34 percent 43 percent 47 percent 3. An internal capture reduction of 10 percent was assumed for the proposed project for any land uses that provide internal circulation during both the AM and PM peak periods. 4. A transit reduction of 10 percent was assumed for the site trips generated by the residential land -use to account for the residents who would walk, bike, or take public transportation to Texas State University, ACC, Seton Hospital, and other local developments. Transportation System Description A.W. Grimes Boulevard — The City of Round Rock Transportation Master Plan (Ref. 1) currently classifies A.W. Grimes Boulevard as a two-lane minor arterial roadway from Westinghouse Road (CR 111) to CR 112 and recommends this roadway be upgraded to a four -lane divided major arterial by 2010. The year 2005 TxDOT traffic volume on A.W. Grimes Boulevard near University Boulevard was approximately 4,799 vehicles per day (vpd). University Boulevard — The City of Round Rock Transportation Master Plan currently classifies University Boulevard as a four -lane major divided arterial with a center left -turn lane between IH 35 and A.W. Grimes Boulevard. The City of Round Rock Master Transportation Plan recommends upgrading University Boulevard to a six -lane major arterial between IH 35 and A.W. Grimes Boulevard and a four -lane major arterial between A.W. Grimes Boulevard and CR 110 by 2020. 24-hour tube counts conducted in 2008 show that the ADT on University Boulevard is 11,900 vpd and 10,800 vpd east and west of Sandy Brook Drive, respectively. Sunrise Road — The City of Round Rock Transportation Master Plan currently classifies Sunrise Road as a four -lane major divided arterial roadway from University Boulevard to Old Settler's Boulevard. There are no plans to upgrade this roadway at this time. 24-hour traffic HDRIWHM Transportation Engineering 3 data is not available on this roadway, however based on turning movement counts (TMC's) conducted in 2008, 5,200 vpd are estimated on Sunrise Road, south of University Boulevard. CR 112 — CR 112 is currently a two-lane undivided roadway that curves northward to intersect with University Boulevard between A.W. Grimes Boulevard and Sunrise Road. CR 112 was opened to the public in September 2005. CR 112 widens to a four lane divided roadway with a raised median near the intersection of University Boulevard. The City of Round Rock Transportation Master Plan recommends upgrading CR 112 to a four -lane divided major arterial between University Boulevard and A.W. Grimes Boulevard by 2010. 24-hour tube counts conducted in 2008 show that the ADT on CR 112 is 1,100 vpd, south of University Boulevard. Sandy Brook Drive — Sandy Brook Drive is a two lane undivided minor collector in the vicinity of the project site. There are no plans to upgrade Sandy Brook Drive at this time. 24-hour tube counts conducted in 2008 show that the ADT on Sandy Brook Drive is 1,500 vpd, south of University Boulevard. Seton Parkway — The City of Round Rock Transportation Master Plan classifies Seton Parkway as a four -lane divided major arterial between University Boulevard (CR 114) and CR 112. Seton Parkway (previously known as Arterial T under Seton Hospital TIA) was designed and constructed under a cost participation agreement between City of Round Rock, Seton Medical Center Williamson, Texas State University, and Avery Ranch Company Ltd, and is currently a two-lane undivided roadway. Based on the construction schedule contained in the agreement, it was assumed that Seton Parkway will be widened to a four -lane divided section by 2010. Thus, this improvement was assumed under 2012 forecasted traffic conditions (without site traffic). 24-hour traffic data is not available on this roadway, however based on turning movement counts (TMC's) conducted in 2008, 2,100 vpd are estimated on Seton Parkway, south of University Boulevard. HDRIWHM Transportation Engineering 4 Traffic Analysis The impact of the proposed development on existing area intersections was analyzed. Three (3) time periods and five (5) travel conditions were evaluated: • 2008 Existing Conditions • 2010 Forecasted Conditions • 2010 Phase 1 Site plus Forecasted Conditions • 2012 Forecasted Conditions • 2012 Phase 2 Site plus Forecasted Conditions Intersection Level of Service The traffic impact analysis (TIA) analyzed twelve intersections, none of which are currently signalized. The results are summarized in Table 2. The build -out condition level of service (LOS) assumed that all roadway and intersection improvements recommended in the TIA are constructed. Table 2. Intersection Level of Service Intersection 2008 Existing 2010 Forecasted 2010 Phase 1 Site + Forecasted 2012 Forecasted* 2012 Phase 2 Site + Forecasted* AM PM AM PM AM PM AM PM AM PM A.W. Grimes Boulevard and University Boulevard B F DD D D DIF** D/F** D/F** D/F** Sunrise Road and University Boulevard B F CC C D C D C D CR 112 and University Boulevard A A A A A A B B B C Sandy Brook Drive and University Boulevard A A A A A B A B B B Seton Parkway and University Boulevard A A AB A C B D B D Sandy Brook Drive and Driveway A - - - -- - - - A A Sandy Brook Drive and Driveway B - - - -- - - - A A Sandy Brook Drive and Driveway C - - - - A A A A A A Sandy Brook Drive and Roadway H - - - -- - - - A A Sandy Brook Drive and Lorson Lp/Drwy D A A A A A A A A A A Sandy Brook Drive and Satellite Vw/Rdwy E A A A A A A A A A A Roadway F and University Boulevard - - - A A A A A A CR 112 and Roadway G - - - - A A A A A C is conditions include Phase 1 site traffic ** Analyzed with/without proposed widening of A.W. Grimes Boulevard HDRIWHM Transportation Engineering Recommendations Sandy Brook Drive — Currently Sandy Brook Drive is a two lane undivided minor collector in the vicinity of the project site. As part of this development this roadway will be widened to a 40 foot cross-section for its entire length along the project site. This widening will be completed in 3 segments. Segment S-1, from University Boulevard to Roadway E/G, will be constructed upon first final plat approved. Segment S-2, from Roadway E/G to Roadway H, will be constructed upon first final plat approved for Parcel 3. Segment S-3, from Roadway H to the southern property line, will be constructed upon first plat for Parcels 6 or 7. Roadway E/G — Roadway E/G will be constructed upon first plat approved for Parcels 1, 2, 3, or 4. This roadway will be a two lane local non-residential roadway with a right-of-way (ROW) width of 65 feet. Roadway E will align with Satellite View on the west and will continue to the east where it will terminate at the eastern property line under the reference name Roadway G. Roadway G is planned to be extended in the future to intersect with CR 112. It was assumed this extension will be complete by the 2010 buildout of Phase 1 as part of the development of the neighboring site. Roadway F — Roadway F will be constructed in segments throughout the development of the site and will serve as one of the main access points for the University Village development. Segment F-1, from University Boulevard to Roadway E/G, will be constructed upon first plat approved for Parcel 1. Segment F-2, from Roadway E/G to Roadway H, will be completed upon first final plat for Parcels 2, 3, or 4. Segment F-3, from Roadway H to the southern property line, will be completed upon first plat for Parcel 4 and is planned to be extended beyond the project site in the future to provide access to/from CR 112. This extension was assumed to be complete by the 2012 buildout of Phase 2. Roadway F will be a two lane local collector (with parking) with a ROW width of 65 feet and will intersect Roadway E/G, comprising the major approaches at this intersection. Roadway H — Roadway H will be constructed upon first plat for Parcels 3 or 7 of the site and will primarily serve as an access point to the office/townhouse land -use. This roadway will be HDRIWHM Transportation Engineering 6 a two lane local non-residential roadway with a ROW width of 65 feet. Roadway H will intersect with Sandy Brook Drive between Parcels 3 and 7 and will continue to the east where it will intersect with Roadway F. A.W. Grimes Boulevard and University Boulevard — This intersection currently operates at LOS B and F under 2008 existing traffic conditions during the AM and PM peak periods, respectively. Based on discussions with Williamson County, the County has plans to install a traffic signal at the intersection of A.W. Grimes Boulevard and University Boulevard when it is warranted. Installation of a traffic signal is recommended for 2010 forecasted traffic conditions (without site traffic). Assuming this improvement, this intersection will operate at LOS D under 2010 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods. With the addition of Phase 1 site traffic this intersection will continue to operate at LOS D during both the AM and PM peak periods. TxDOT has plans to widen A.W. Grimes Boulevard to a four -lane divided arterial from US 79 to Westinghouse Road/CR 111. As per the request of the City of Round Rock, this intersection was analyzed for two scenarios - with and without the proposed widening of A.W. Grimes Boulevard by the year 2012. Without the proposed widening along A.W. Grimes Boulevard, this intersection will operate at LOS F under 2012 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods, assuming the construction of left -turn lanes on the northbound and southbound approaches of A.W. Grimes Boulevard to provide a left -turn lane and one through/right lane on each approach. With the addition of site traffic this intersection will continue to operate at LOS F during both the AM and PM peak periods. Assuming the proposed widening along A.W. Grimes Boulevard is completed, the intersection will operate at LOS D under 2012 forecasted traffic conditions (without site traffic) during both HDRIWHM Transportation Engineering 7 the AM and PM peak periods. The following intersection improvements are assumed as part of the widening project: 1. Construction of left -turn lanes for the northbound and southbound approaches on A.W. Grimes Boulevard. These approaches would each provide one left -turn lane, one through lane, and one through/right-turn shared lane With the addition of site traffic this intersection will continue to operate at LOS D during both the AM and PM peak periods. Sunrise Road and University Boulevard — This intersection currently operates at LOS B and F under 2008 existing traffic conditions during the AM and PM peak periods, respectively. Based on information from the City of Round Rock, a traffic signal is currently planned for installation at this intersection. The following additional intersection improvements are recommended at this intersection as part of the University Sunrise Subdivision and Chandler Creek developments: 1. Re -stripe the northbound approach to provide two left -turn lanes and one through/right shared lane. 2. Stripe the southbound approach to provide one left -turn lane and one through/right shared lane. 3. Optimize signal timing and phasing. The above mentioned improvements were assumed to be completed for 2010 forecasted traffic conditions (without site traffic). This intersection will operate at LOS C under 2010 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods. With the addition of site traffic, this intersection will operate at LOS C and D during the AM and PM peak periods, respectively. As part of the Chandler Creek development, an eastbound right -turn deceleration lane was recommended at this intersection. This improvement is necessary for 2012 forecasted traffic HDRIWHM Transportation Engineering 8 conditions (without site traffic). Assuming this improvement, this intersection will operate at LOS C and D under 2012 forecasted traffic conditions (without site traffic) during the AM and PM peak periods, respectively. With the addition of site traffic this intersection will continue to operate at LOS C and D during the AM and PM peak periods, respectively. CR 112 and University Boulevard - This intersection currently operates at LOS A during both the AM and PM peak periods under 2008 existing traffic conditions. This intersection will continue to operate at LOS A under 2010 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods. With the addition of site traffic this intersection will continue to operate at LOS A during both the AM and PM peak periods. This intersection will operate at LOS F during both the AM and PM peak periods for 2012 forecasted traffic conditions (without site traffic), if continued to operate unsignalized. However, assuming the installation of a traffic signal, the intersection will operate at LOS B under 2012 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods. The traffic signal should be installed when warrants are met in the field. With the addition of site traffic this intersection will operate at LOS B and C during the AM and PM peak periods, respectively. No additional improvements are recommended at this intersection during Phase 2. Sandy Brook Drive and University Boulevard — This intersection currently operates at LOS A during both the AM and PM peak periods under 2008 existing traffic conditions. This intersection will continue to operate at LOS A under 2010 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods. With the addition of site traffic this intersection will operate at LOS A and B during the AM and PM peak periods, respectively, assuming the following improvements: 1. Construction of an additional northbound lane between University Boulevard and Roadway E. HDRIWHM Transportation Engineering 9 2. Installation of a traffic signal when warrants are met in the field. This intersection will continue to operate at LOS A and B under 2012 forecasted traffic conditions (without site traffic) during the AM and PM peak periods, respectively. With the addition of site traffic this intersection will operate at LOS B during the AM and PM peak periods, respectively. Seton Parkway and University Boulevard - This intersection currently operates at LOS A during both the AM and PM peak periods under 2008 existing traffic conditions. The University Commons development, on the north side of University Boulevard, will have a driveway on University Boulevard that will align with Seton Parkway. This driveway was assumed to be constructed by 2010. This intersection will operate at LOS A and B under 2010 forecasted traffic conditions (without site traffic) during the AM and PM peak periods, respectively. With the addition of site traffic this intersection will operate at LOS A and C during the AM and PM peak periods, respectively. As part of the Seton Hospital development, installation of a traffic signal when warrants are met in the field was recommended at this intersection. This improvement is necessary under 2012 forecasted traffic conditions (without site traffic). Assuming this improvement, this intersection will operate at LOS B and D under 2012 forecasted traffic conditions (without site traffic) during the AM and PM peak periods, respectively. With the addition of site traffic this intersection will continue to operate at LOS B and D during the AM and PM peak periods, respectively. No additional improvements are recommended at this intersection during Phase 2. Sandy Brook Drive and Driveway A — Driveway A will be constructed upon buildout of Parcel 6 and will serve exclusively as an access point to the townhouse land -use. This intersection will operate at LOS A during both the AM and PM peak periods under 2012 site plus forecasted traffic conditions. Per Table 5-2 of the City of Round Rock Transportation Criteria Manual (TCM), Driveway A should be constructed with a minimum 25 -foot cross-section consisting of one outbound lane and one inbound lane, and should be constructed along Sandy Brook Drive HDRIWHM Transportation Engineering 10 between the north and south property lines of the townhouse land use. The driveway location will be determined in the field at the time of site permitting. Sandy Brook Drive and Driveway B — Driveway B will be constructed upon buildout of Parcel 7 and will serve exclusively as an access point to the office/townhouse land -use. This intersection will operate at LOS A during both the AM and PM peak periods under 2012 site plus forecasted traffic conditions. Per Table 5-2 of the City of Round Rock TCM, Driveway B should be constructed with a minimum 25 -foot cross-section consisting of one outbound lane and one inbound lane, and should be constructed along Sandy Brook Drive between the north and south property lines of the office/townhouse land -use. The driveway location will be determined in the field at the time of site permitting. Sandy Brook Drive and Roadway H — Roadway H will be constructed upon first plat for Parcels 3 or 7 of the site and will serve as an access point to the office/townhouse land -use. This intersection will operate at LOS A during both the AM and PM peak periods under 2012 site plus forecasted traffic conditions, assuming the striping of a left -turn bay on the westbound approach of Roadway H. Sandy Brook Drive and Driveway C — Driveway C will be constructed upon buildout of Parcel 3 and will serve exclusively as an access point to the office land -use. This intersection will operate at LOS A during both the AM and PM peak periods under 2010 site plus forecasted traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2012 traffic conditions, both with and without the addition of site traffic. Per Table 5-2 of the City of Round Rock TCM, Driveway C should be constructed with a minimum 25 -foot cross-section consisting of one outbound lane and one inbound lane. The driveway location will be determined in the field at the time of site permitting. Sandy Brook Drive and Lorson Loop/Driveway D — This intersection currently operates at LOS A during both the AM and PM peak periods under 2008 existing traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under HDRIWHM Transportation Engineering 11 2009 forecasted traffic conditions. Driveway D will be constructed upon buildout of Parcel 3, and be aligned with Lorson Loop to the west. It will primarily serve as an access point to the office land -use. This intersection will continue operate at LOS A during both the AM and PM peak periods under 2010 site plus forecasted traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2012 forecasted traffic conditions (without site traffic). With the addition of Phase 2 site traffic, the intersection will continue to operate at LOS A during both the AM and PM peak periods. Per Table 5-2 of the City of Round Rock TCM, Driveway D should be constructed with a minimum 25 -foot cross-section consisting of one outbound lane and one inbound lane. Sandy Brook Drive and Satellite View/Roadway E — This intersection currently operates at LOS A during both the AM and PM peak periods under 2008 existing traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2009 forecasted traffic conditions. Roadway E will be constructed upon first plat approved for Parcels 1, 2, 3, or 4, and be aligned with Satellite View to the west. It will primarily serve as an internal roadway serving the site. The intersection of Sandy Brook Drive and Satellite View/Roadway E will continue to operate at LOS A during both the AM and PM peak periods under 2010 site plus forecasted traffic conditions, assuming the stripping of a left -turn bay on the westbound approach of Roadway E. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2012 forecasted traffic conditions (without site traffic). With the addition of Phase 2 site traffic, the intersection will continue to operate at LOS A during both the AM and PM peak periods. Roadway F and University Boulevard — Roadway F will be constructed in segments throughout the development of the site and will serve as one of the main access points for the University Village development. The intersection of Roadway F and University Boulevard will operate at HDRIWHM Transportation Engineering 12 LOS A during both the AM and PM peak periods under 2010 site plus forecasted traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2012 forecasted traffic conditions (without site traffic). With the addition of Phase 2 site traffic, the intersection will continue to operate at LOS A during both the AM and PM peak periods. CR 112 and Roadway G — Roadway G will be constructed upon buildout of Parcel 1 and will primarily serve as an access point to the office/retail and apartment land -uses. The intersection of CR 112 and Roadway G will operate at LOS A during both the AM and PM peak periods under 2010 site plus forecasted traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2012 forecasted traffic conditions (without site traffic). With the addition of Phase 2 site traffic, the intersection will operate at LOS A and C during the AM and PM peak periods, respectively. The intersection improvements discussed above are summarized in Table 3. HDRIWHM Transportation Engineering 13 Table 3. Summary of Improvements Intersection/Roadway Recommended Improvements Phase (Responsibility) Percent Contribution** A.W. Grimes Boulevard - Widen to a four -lane divided roadway with turn lanes and median breaks. - 2012 Forecasted without site traffic. (TxDOT) 0% Sandy Brook Drive - Widen to a 40 foot cross-section for entire length along the University Village development. This widening should be constructed in three segments, with Segment S-1 from University Blvd. to Roadway E/G, Segment S-2 from Roadway E/G to Roadway H, and Segment S-3 from Roadway H to the southern property line. - Segment S 1 under 2010 Site plus Forecasted conditions and Segments S-2 and S 3 under 2012 Site plus Forecasted conditions. (University Village developer) 100% (to be constructed upon first final plat approved for Segment S-1, upon first final plat approved for Parcel 3 for Segment S-2, and upon first plat for Parcels 6 or 7 for Segment S-3) Roadway E/G - Construct two-lane roadway with a ROW width of 65 ft from Sandy Brook Drive to the east property line. Upon development of Parcel 1. (University Village developer) 100% (to be constructed upon first plat approved for Parcels 1, 2, 3, or 4) Roadway F - Construct two-lane roadway with a ROW width of 65 ft from University Boulevard to the south property line. This roadway will be constructed in segments with Segment F-1 running between University Boulevard and Roadway E/G, Segment F-2 continuing south to Roadway H, and Segment F-3 continuing south to the southern property line. - Segment F-1 upon development of Parcel 1, Segment F-2 upon first development of Parcels 2, 3, or 4, and Segment F-3 upon development of Parcel 4. (University Village developer) 100% (to be constructed upon first plat approved for Parcel 1 for Segment F-1, first final plat for Parcels 2, 3, or 4 for Segment F-2, and first plat for Parcel 4 for Segment F-3) Roadway H - Construct two-lane roadway with a ROW width of 65 ft from Sandy Brook Drive to Roadway F. - Upon first development of Parcel 3 or 7. (University Village developer) 100% (to be constructed upon first plat for Parcels 3 or 7) A.W. Grimes Boulevard and University Boulevard* - Install traffic signal. - 2010 Forecasted without site traffic. (TxDOT/County) 0% - Construction of left -turn lanes on the northbound and southbound approaches of A.W. Grimes. - 2012 Forecasted without site traffic. (TxDOT/County/City); Incorporate into widening project. (County and City assistance for ROW and Utilities only). 0% Sunrise Road and University Boulevard - Install traffic signal. - 2010 Forecasted without site traffic. (City of Round Rock) 0% HDRIWHM Transportation Engineering 14 HDRIWHM Transportation Engineering 15 - Re -stripe the northbound approach to provide two left -turn lanes and one through/right shared lane. - 2010 Forecasted without site traffic. (Chandler Creek developer) 0% - Construct an eastbound right -turn deceleration lane. - 2012 Forecasted without site traffic. (City of Round Rock and University Sunrise developer) 0% - Stripe the southbound approach to provide one left -turn lane and one through/right-turn shared lane. - 2010 Forecasted without site traffic. (Chandler Creek developer) 0% CR 112 and University Boulevard - Install traffic signal. - 2012 Forecasted without site traffic. (City of Round Rock/ Seton Hospital/ University Village developer) 11 % (to be posted upon first plat approved for Parcels 2, 3, or 4) Sandy Brook Drive and University Boulevard - Install traffic signal - 2010 Site plus Forecasted conditions. (City of Round Rock and University Village developer) 21 % (to be posted upon first plat approved for Parcel 1) Seton Parkway and University Boulevard - Install traffic signal. - 2012 Forecasted without site traffic. (City of Round Rock, Seton Hospital developer, and University Village developer) 10% (to be posted upon first plat approved for Parcels 2, 3, or 4) Sandy Brook Drive and Driveway A - Construct driveway with one outbound lane and one inbound lane. - 2012 Site plus Forecasted conditions. (University Village developer) o 100% (to be constructed upon buildout of Parcel 6) Sandy Brook Drive and Driveway B - Construct driveway with one outbound lane and one inbound lane. - 2012 Site plus Forecasted conditions. (University Village developer) o 100% (to be constructed upon buildout of Parcel 7) Sandy Brook Drive and Driveway C - Construct driveway with one outbound lane and one inbound lane. - 2010 Site plus Forecasted conditions. (University Village developer) o 100% (to be constructed upon buildout of Parcel 3) Sandy Brook Drive and Lorson Loop/Driveway D - Construct driveway with one outbound lane and one inbound lane. - 2010 Site plus Forecasted conditions. (University Village developer) o 100% (to be constructed upon buildout of Parcel 3) HDRIWHM Transportation Engineering 15 Sandy Brook Drive and Satellite View/Roadway E/G - Construct a westbound left -turn bay. - 2010 Site plus Forecasted conditions (University Village developer) 100% (to be constructed upon first plat approved for Parcels 1, 2, 3, or 4) Sandy Brook Drive and Roadway H - Construct a westbound left -turn bay. - 2012 Site plus Forecasted conditions (University Village developer) 100% (to be constructed upon first plat for Parcels 3 or 7) * Assuming the widening of A.W. Grimes is completed. **Phasing shall be as described in PUD agreement. HDRIWHM Transportation Engineering 16 AREA LOCATION MAP PARCELS `:az 'OFFICE.. PARCEL.4 ,• PUBLIC FACILITIES 1 MULTI -FAMILY 30.0 Acres LEGEND = PHASE 1 = PHASE 2 O = SITE DRIVEWAY 500 250 0 500 SCALE: 1" = 500' FIGURE 2 CONCEPTUAL SITE PLAN Setback 6'/20' P.U.E. (min./max.) & Sidewalks 65' Easemen ROW ©University Village Drive north of Satellite View - Retail Building It "/4 Side Landscape Parallel Travel walk Parking Lane 12' - Travel Lane —8'—ry'--8'---4'-0-6'—% Parallel Landscape Side P.U.E. Setback 6'/20' Parking walk & (minimax.) Sidewalk Easement P.U.E. P.U.E. & & Sidewalk Sidewalk Easement Easement .-6'--. .-6'—. 6"av vR" 12' - Side walk Landscape Parallel Travel Parking Lane 65' —12' 8'—.�8'_' 6'—• Travel Parallel Landscape Side walk Lane Parking ®University Village Drive north ROW of Satellite View - Non Retail Building 12' - Side Parallel Travel walk Parking Lane ®University Village Drive South of Satellite View L 65' —12' Travel Lane 8' Parallel Parking Side walk ROW --6'---' Sidewalk •-8'— Parallel Parking —12' • 12' 4'—' '-4'—'. Travel Travel Bike Side Lane Lane Lane walk ©Satellite View 65 ROW Side Travel walk Lane 50' ROW Zodiac Lane 15'-- Travel Side Lane walk University Village EXHIBIT - E Round Rock, TX Street Sections July 7, 2008 University Boulevard Satellite View 1,1 it ..2.-deran.t.,-, .e.-4ovaig • it • V4 ‘„ L 1 • ce). ck UNIVERSITY VILLAGE ROUND ROCK, TX Street Phasing Legend I///A VA INOW4116 raPrAMI !"411111.1 10.1.1 10.2.1 10.2.2 10.2.3 10.3.1 10.4.1 10.5.1 10.5.2 Street Phasing Exhibit F NORTH September 16, 2008 300 150 0' SCALE 1" = 300' 300 DATE: October 16, 2008 SUBJECT: City Council Meeting — October 23, 2008 ITEM: 1167. Consider an ordinance rezoning 73.52 acres of land located at the southwest corner of University Boulevard and Sandy Brook Drive from the C-2 (Local Commercial) and SF -2 (Single Family Standard Lot) zoning districts to the PUD (Planned Unit Development) No. 83 zoning district. (First Reading) Department: Staff Person: Planning and Community Development Jim Stendebach, Planning and Community Development Director Justification: The 73.52 acre PUD zoning district allows for 18.62 acres of limited commercial, 8.83 acres of office, 7.80 acres of townhouse, 7.38 acres of office or townhouse, 5.07 acres of multi -family or post -secondary educational facilities and 25.82 acres of open space. Development along Sandy Brook Drive, across from an existing residential neighborhood, will be primarily office and townhouse. Building design, including height and materials are restricted. In addition, an 18 -foot wide landscape and sidewalk easement along Sandy Brook, containing a sidewalk, street trees, landscaping and a 3 -foot high landscape berm, is required. No driveway access will be permitted from Sandy Brook to the 8.83 acre office tract. The commercial tract where it borders a proposed new street, University Village Drive, includes standards which require the fronts of retail buildings to be closer to the street and which provide for sidewalks and landscaping to encourage pedestrian activity. Transportation improvements include the widening of Sandy Brook Drive, the extension of Satellite View Drive, and the construction of University Village Drive. The majority of the 25.82 acre open space tract will be dedicated as public parkland. Hike and bike trails will be constructed and on -street parking provided. Funding: Cost: N/A Source of funds: N/A Outside Resources: N/A Background Information: The Planning and Zoning Commission recommended approval of the proposed zoning at their August 27, 2008 meeting. Public Comment: Public notice was posted and a public hearing was held in accordance with the City of Round Rock's Zoning Ordinance at the Planning and Zoning Commission meeting on August 27, 2008. RECORDED DOCUMENT FOLLOWS 11111111111111 THE STATE OF TEXAS COUNTY OF WILLIAMSON CITY OF ROUND ROCK 111111111111111 11111 1111111111111111111111'123 PGS 2008083384 I, SARA L. WHITE, City Secretary of the City of Round Rock, Texas, do hereby certify that I am the custodian of the public records maintained by the City of Round Rock and the attached is a true and correct copy of Ordinance No. Z -08-10-23-11B7 which re -zones 73.52 acres of land from C-2 and SF -2 to PUD No. 83, which was approved and adopted by the Round Rock City Council at a regular meeting held on 23rd day of October 2008 and recorded in the City Council Minute Book 57. CERTIFIED by my hand and seal of the City of Round Rock, Texas on this 28th day of October 2008. SARA L. WHITE, City Secretary ORDINANCE NO. 71- 063 - I 0- - ti AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP OF THE CITY OF ROUND ROCK, TEXAS ADOPTED IN SECTION 11.305(2), CODE OF ORDINANCES (1995 EDITION), CITY OF ROUND ROCK, TEXAS, AND MAKING THIS AMENDMENT A PART OF THE SAID OFFICIAL ZONING MAP, TO WIT: TO REZONE 73.52 ACRES OF LAND, OUT OF THE ABEL L. EAVES SURVEY, ABSTRACT NO. 215, IN ROUND ROCK, WILLIAMSON COUNTY, TEXAS, FROM DISTRICT C-2 (LOCAL COMMERCIAL) AND DISTRICT SF -2 (SINGLE FAMILY - STANDARD LOT) TO PLANNED UNIT DEVELOPMENT (PUD) NO. 83. WHEREAS, an application has been made to the City Council of the City of Round Rock, Texas to amend the Official Zoning Map to rezone 73.52 acres of land, out of the Abel L. Eaves Survey, Abstract No. 215, in Round Rock, Williamson County, Texas, being more fully described in Exhibit "A" attached hereto, from District C-2 (Local Commercial) and District SF -2 (Single Family - Standard Lot) to Planned Unit Development (PUD) No. 83, and WHEREAS, the City Council has submitted the requested change in the Official Zoning Map to the Planning and Zoning Commission for its recommendation and report, and WHEREAS, the Planning and Zoning Commission held a public hearing concerning the requested change on the 27th day of August, 2008, following lawful publication of the notice of said public hearing, and WHEREAS, after considering the public testimony received at such hearing, the Planning and Zoning Commission has recommended that the Official Zoning Map be amended so that the zoning classification of the property described in Exhibit "A" be changed to PUD No.83, and 0:\WDOX\ORDINANC\081023B7.DOC/rmc WHEREAS, on the 23rd day of October, 2008, after proper notification, the City Council held a public hearing on the requested amendment, and WHEREAS, the City Council determines that the zoning provided for herein promotes the health, safety, morals and protects and preserves the general welfare of the community, and WHEREAS, each and every requirement set forth in Chapter 211, Sub -Chapter A., Texas Local Government Code, and Section 11.300 and Section 11.400, Code of Ordinances (1995 Edition), City of Round Rock, Texas concerning public notices, hearings, and other procedural matters has been fully complied with, Now Therefore BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ROUND ROCK, TEXAS: I. That the City Council has hereby determined the Planned Unit Development (PUD) No. 83 meets the following goals and objectives: (1) The development in PUD No. 83 is equal to or superior to development that would occur under the standard ordinance requirements. (2) P.U.D. No. 83 is in harmony with the general purposes, goals, objectives and standards of the General Plan. (3) P.U.D. No. 83 does not have an undue adverse effect upon adjacent property, the character of the neighborhood, traffic conditions, parking, utilities or any other matters affecting the public health, safety and general welfare. (4) P.U.D. No. 83 will be adequately provisioned by essential public facilities and services including streets, parking, drainage, water, wastewater facilities, and other necessary utilities. 2 (5) P.U.D. No. 83 will be constructed, arranged and maintained so as not to dominate, by scale and massing of structures, the immediate neighboring properties or interfere with their development or use in accordance with any existing zoning district. II. That the Official Zoning Map adopted in Section 11.401(2)(a), Code of Ordinances (1995 Edition), City of Round Rock, Texas, is hereby amended so that the zoning classification of the property described in Exhibit "A", attached hereto and incorporated herein shall be, and is hereafter designated as, Planned Unit Development (PUD) No. 83, and that the Mayor is hereby authorized and directed to enter into the Development Plan for PUD No. 83 attached hereto as Exhibit "B", which agreement shall govern the development and use of said property. III. A. All ordinances, parts of ordinances, or resolutions in conflict herewith are expressly repealed. B. The invalidity of any section or provision of this ordinance shall not invalidate other sections or provisions thereof. C. The City Council hereby finds and declares that written notice of the date, hour, place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas Government Code, as amended. 3 Alternative 1. By motion duly made, seconded and passed with an affirmative vote of all the Council members present, the requirement for reading this ordinance on two separate days was dispensed with. READ, PASSED, and ADOPTED on first reading this Z3 day of , 2008. Alternative 2. READ and APPROVED on first reading this the day of , 2008. READ, APPROVED and ADOPTED on second reading this the day of , 2008. SARA L. WHITE, City Secretary O' )11 i/1 ALAN MCGRAW, Mayor City of Round Rock, Texas 4 EXHIBIT A Zoning Exhibit Metes and Bounds Description Abel L. Eaves Survey, Abstract No. 215, Williamson County, Texas 1. Parcel 1 12.56 acres 2. Parcel 2 6.06 acres 3. Parcel 3 8.83 acres 4. Parcel 4 5.07 acres 5. Parcel 5 25.82 acres 6. Parcel 6 7.80 acres 7. Parcel 7 7.38 acres TOTAL (Parcels 1-7) 73.52 acres — �. U J .ATENIEMBN Rif LAT OF STONEY BROOK SECTION TIM='A' 60110011 LOOP woe woo( Talc Mr IRMO sow YMMR 1,3 NATERuNE GAJ DOC. b. 00•011906 CLAPP C.,. PARCEL 1 COMMERCIAL 1266 ACRES a 1,14 L6 L6 L1I 1,�iTArz Dans roe ors. Ns. 3X0 eew1:x PARCEL 2 COMMERCIAL 606 ACRES PARCEL 4 L9 4a PUBLIC FAC61DES/MULIFfAMILrr 607 ACRES 6 .. 0, PARCEL 3 STONEY w00R =COON 6 OFFICE 683 101 ACRES 6MOT MOOT 01106 1 o SANDY 11 -- cz^ STONEY ERODE 6201011 6 M 1 SANDY OOSOPO� Y PARCEL. 7 OFFICE / TOWNHOUSE 7.38 ACRES Loi u1 S`}iZV F,p,�ts 01' ANN 0.14110 16121.014V13, nat. 300' MKT I dARR�AMES NM. E011.441 AMTY, r TWIxC TO Men 10,031 C00.10T. mum* waanon PARCEL 6 OPEN SPACE 2682 ACRES STONEY BROOK SCION 6 ORME MOON DWI isvAL LAW ACRES We SWF of MAI 901FAX. N4fA10i Vtlo. 2000721P STOW WAWA OMOLYI TASO(M fY DOC. N0. 300005301 •,OUNMx Ol •000!60 OPwwGT "OL 1/0 PG 11 . F. LAKESIDE SUBDIVISION ' 7 SECTIONE SU FINALA11,0 SECTION 1 PLATT SECTION 4 FINAL PLAT- -CAB. R Y1B9-1w - I I ICM. E 54 305-206 v.R.xcr. 1- 1.O 9 TRACI 1 0010161flOmm AVM l TOMO ccaAoxr� Tiu 600' 900' ABBREVIA lON TABLE FUO. FOUND P.O.C. POINT 00 COMMENCEUOIT P0011 OF BEGINNING DOC ECm1Rn OP.R.W.C.T. OFROAI PROPERTY RECORDS Of WILLI/40CM COUNTY. TEXAS O.R.W.C.T. mos. RECORDS V WLLIAMSO! COMTY. TEXAS 7.0.0.C.T. PLAT RECORDS Of 0AIlw60M COMM TEXAS R.O.N. MOST Cf WAY VOL VOLUME PG. PAGE NI . NUMBER PAGE 1 OF 2 PAI Ed °i= SURVEYORS A DIVISION OF PATE ENGINEERS, INC_ 0901 0.908.0 T... N.T. Ow 360•AUMw TS T0T31.hi13Jw0600.r.06133W0WA Ne^9•er OVERALL UNIVERSITY VILLAGE ZONING EXHIBIT ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS URANIN: R.G. APPROVED I'M 50!51 6OUC p 09/09/2008 ORIONAL SMLE PROJECT NO.: 1135-012-00—A800 RECORDERS MEMORANDUM All or part of the text on this page was not clearly legible for satisfactory recordation. CURVE DELTA ANGLE RADIUS ARC 1.E1004 CHORD BEARING 09080 LENGTH RADIAL BEARING 01 8754'06' 20.00' 31.38' N 65'57'16" W 28.26' 14 2054'19' W C2 2848'50" 20.00' 10.06' N 0642'59' W 9.95' N 68'52'36" E C3 35'24'43" 500.50' 309.34' S 074802" E 304.44' L9 C4 01'01'37 760.07 13.62' N 14'25'31" E 13.62 N 6708'34" E 05 15'0751" 760.00' 199.60 14 0724'55' E 199.02' 14 89'53'29' E C6 1510'10' 760.00' 201.21' N 0819'38' E 200.63' S 7605'17' E C7 24'1729' 460.00' 195.29' N 13'2812" W 193.83' 14 64'25'04" E CO 470332' 400.00' 293.63' 5 8626'50' W 287.08' 159.96' C9 83'12'07" 20.00' 29.04' N 31'05'53' W 26.56' N 17'16'04" E C10 31'0107' 435.63' 235.84' 5 05'15'35' E 232.97' N 20'57'26" W 011 8619'49' 20.00' 31.18' N 2734'50` E 28.12' 666.63' C12 891521' 20.00' 31.16' 14 65'25'42' W 28.10 14 20'03'23' w C13 90'26'12" 20.00' 31.57' N 281802' E 28.39' N 69'02'56' E Cla 91'15'25' 20.00' 31.85' 14 65'16'08' W 28.59' 14 2053'21" W C15 90'21'12" 20.00' 31.54' 14 274756' E 28.37' 14 663721' W C16 89'19'14" 20.00' 31.18' 74 663849' W 28.12' 14 2018'26' w 017 90'29'23' 20.00' 31.59' N 24'0954' E 28.40' N 68'55'12` E 018 25'00'16" 807.50' 352.40' 5 3746'55' E 349.61' 144 C19 24'42'07' 492.50' 212.33' N 3756'00" W 210.69' N 64'25'04" E C20 6637'02" 333.33' 387.56' N 01'39'02' W 366.10' N 560726" E C21 065748' 435.63' 67.52' 5 271801` W 67.45' 14 5615'35' W C22 871235' 20.00' 29.05' 14 64'2758' E 26.56' N 21'13'40' W C21 0717'19" 807.50' 102.72' S 46'38'24' E 102.65' 267.53' C24 1742'57' 807.50' 249.68' 5 34'08'16' E 248.69' 5 4700'15" w C25 139'58'58' 20.00' 31.41' 14 23'45'49' E 28.28' N 34'3703' W C26 1728'44' 333.33' 72.60' 14 41'11'55` w 72.45' 14 4733'43' E C27 8858'58` 20.00' 31.41' N 6613'09' W 28.28' 14 21'1738" W C28 26'11'07' 480.98' 219.82' 5 34'19'15' E 217.91' 14 801039' w C29 01'08'56' 760.00' 15.24' 14 0040'59" W 15.24' 211.40' UNE BEARING DISTANCE 11 N 20'51'26" W 25.00' 12 N 2050'18 W 497.93' L1 N 6731'37' E 1012.44' 14 5 1711'36' E 546.86' 15 5 69'08'34" W 960.06' 16 N 6708'34 E 570.23' L7 5 20'28'23' E 50.79' 18 N 14'56'20" E 226.78' L9 5 6708'34" W 334 85' L10 N 2051'26" W 535.24' 111 N 6708'34" E 211.64' L12 5 1711.36' E 704.88' 173 S 69'37'00' W 488.40' L14 N 69'08'34' E 178.19' L15 5 01'15'27' E 365.94' 116 N 64'25'04" E 60.54' 117 9 73'37'24' W 42.31' 176 N 16'28'36' E 30.00' 119 N 2053'54' W 50.00' 120 N 20'55'08' W 159.96' 121 14 20'55'24' W 49.85' 122 14 205046' W 199.64' 123 N 20'54'28' W 49.84' L24 N 2053'44" W 199.92' L25 N 20'57'26" W 25.00' 126 N 17'11'36' W 636.50' L27 5 1720'47' E 666.63' L28 S 39'53'18" E 911.10' L29 S 58'55'53' w 124.96' L30 S 44'45'55' W 8.98' L31 5 63'4757' W 106.67' 132 N 79'54'34' W 84.66' 133 N 65'30'23' W 128.43' L34 S 71'47'06' W 39.98' 135 N 6741'30" W 99.05' L36 N 44'13'33" W 188.80' L37 14 4041'37' W 275.54' L38 14 24'08'21" W 221.02' L39 14 373844" W 98.86' 140 5 271847' E 158.10' 141 N 64'25'04" E 32.50' L42 N 64'25'04" E 28.04' L43 5 65'4742" W 377.25' 144 5 4655'09' W 270.00' L45 5 2724'55' W 178.02' L46 5 13'29'24" W 60.37' 147 5 85'06'10' W 177.08 148 5 31'41'22' W 374.48' L49 N 1628'36" E 30.00' L50 5 71'47'06' W 53.98 151 5 11'26'34' E 360.66' 152 5 684833" W 1026.21' 153 N 21'13'40' W 104.68' 154 14 21'13'40' W 50.00' 155 14 6646'20" E 267.53' 156 N 2329'29' W 40.69' 157 14 10'00'09' W 220.99' 158 N 3649'52" W 144.22' 1,59 N 01'3524' W 109.71' 160 N 34'3703' W 54.37' L61 N 19'41'25" E 107.41' L62 14 28'44'31' W 85.74' 163 14 0409'46" E 71.11' 164 N 360723' W 33.20' 165 N 870702' W 95.91' L66 N 01'36'55' w 125.69' L67 14 801039' w 176.52' L.68 S 51'28'34' W 118.98' L69 5 6245'36' W 211.40' L70 N 4724'09' W 125.85' 171 N 21'13'40' W 699.42' L72 N 4724'09' W 49.24' PAGE 2 OF 2 PAI 'E :=:• SURVEYORS A DIVISION OF PATE ENGINEERS, INC_ 7641 CTO a la Hwy.. 54. 330.4••6•6 n >6741.1wNS5e44546M.61]JWObe•waMwgw«. OVERALL UNIVERSITY VILLAGE ZONING EXHIBIT ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS °RAW. R.G. APPROVED FOR ISSUE MO 041E 09/09/2008 I SCALE °";1"61 1" = 300' iSS PROJECT NO.: 1135-012-00-A800 PARCEL 1 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 12.56 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 12.56 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a %Z" iron rod found with a Baker-Aicklen cap in the southerly right-of-way line of University Boulevard (width varies) as recorded in Volume 1712, Page 789 Official Records of Williamson County, Texas (Chandler Road width varies, County Road 114) for the corner common to the northwest corner of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas and the northeast corner of said 98.20 acre tract, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; THENCE, South 17°11'36" East, a distance of 546.86', continuing with the line common to the west line of said Avery Ranch Company tract and the east line of said 98.20 acre tract, also common to said Boundary Line Agreement; THENCE, South 69°08'34" West, a distance of 960.06' over and across said 98.20 acre tract, to a point in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 3A as recorded in Cabinet 0, Slides 318-319, in the Plat Records of Williamson County; THENCE with the said common easterly right-of-way line Sandy Brook Lane and the west line of said 98.20 acre tract, the following four (4) courses and distances; 1. North 20°51'26" West, a distance of 25.00' to a 1" iron rod found for the point of curvature of a curve to the right from which the radius bears North 20°54'19" West, a Delta Angle of 89°54'06", and a Radius of 20.00'; 2. With said curve to the right a Chord Bearing of North 65°57'16" West, a Chord Distance of 28.26', and an Arc Distance of 31.38' to a 1/4" iron rod found for the end of the curve herein described; Page 2 of 2 3. North 20°50'18" West, a distance of 497.93' to a %2" iron rod with a Pate cap found for the point of curvature of a curve to the right from which the radius bears North 68°52'36" East, a Delta Angle of 28°48'50", and a Radius of 20.00'; 4. With said curve to the right a Chord Bearing of North 06°42'59" West, a Chord Distance of 9.95', and an Arc Distance 10.06' to a '/2" iron rod with Baker-Aicklen cap found for the end of the curve herein described, and falling in the southerly right-of-way of said University Boulevard; THENCE North 69°31'37" East, a distance of 1,012.44' with the line common to the said southerly right-of-way of University Boulevard and the northerly line of said 98.20 acre tract to the POINT OF BEGINNING of the tract herein described and containing 12.56 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 c 4.5 Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. ABBREVIATION TABLE FND. FOUND P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT O.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF WIWAMSON COUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS OF WIWAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS OF WILUAMSON COUNTY, TEXAS R.O.W. RIGHT OF WAY VOL VOLUME PG. PAGE NO. NUMBER SANDY BROOK DRIVE (60' R.O.V.) CAB. 0. SL. 318-319 P.R.V.C.T. FND. 1/2 I. RDD an WITH BERNHARDT CAP C•) 0) i` 0) 03 0 It) SATELLITE VIEW a FND. 1/2 1. ROD VITH PATE CAP 0' 200' 400' 600' nmnemmmdmmmmi (CHANDLER ROAD,) UNIVERSITY BLVD (R.O.W. VARIES) (COUNTY ROAD Na 114) (0.325 ACRES) N 69°31'37" E 1012.44' VOL. 1712, .c.PrG. 789 ox.w. WATERUNE EASEMENT DOC. N0. 2004017955 0.P.R.W.C.T. PARCEL 1 COMMERCIAL 12.56 ACRES ROB. FND. 1/2 I. ROD WITH 816 CAP BOUNDARY UNE AGREEMENT VOL. 958 PG. 772 �O D.R.W.C.T. CO 'N l73 REPLAT OF STONEY BROOK SECTION THREE "A" S 69°08'34" W 960.06' 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 O.P.R.W.C.T. l7 D w 0 72 n 2 1 U) Zo CO pZz =ID C) V— 0 DDS i` p Av1_, C- .)N ND V1 03 0Z _c 0 I- cy, o C m in m r1 CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 89'54'06" 20.00' 31.38' N 65'57'16" W 28.26' N 20'54'19" W C2 28'48'50" 20.00' 10.06' N 06'42'59" W 9.95' N 68'52'36" E LINE BEARING DISTANCE L1 N 20'51'26" W 25.00' SYMBOL LEGEND ® FOUND 1/2" IRON ROD UNLESS OTHERWISE NOTED O CONTROLLING MONUMENT • CALCULATED POINT PATE %• SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capitol of Texas Hwy_ Ste. 350•AwUn• TX 78731 •Ph512.3400500• Fax512.3400804•ww.pateeng.com UNIVERSITY VILLAGE ZONING EXHIBIT 12.56 ACRES PARCEL 1 ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. APPROVED F�0�!ISSUE: 'M'G/"7^it5 ORIGINAL ORIGINAL 1. _, ISSUE DATE: 09/09/08 SCALE JOB NO.: 1135-012-00-A800 PARCEL 2 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 6.06 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 6.06 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. COMMENCING at a %2" iron rod found with a Baker-Aicklen cap in the southerly right-of- way line of University Boulevard (width varies) as recorded in Volume 1712, Page 789 Official Records of Williamson County, Texas (Chandler Road width varies, County Road 114) for the corner common to the northwest corner of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas and the northeast corner of said 98.20 acre tract, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas, from which a '/2" iron rod with Bernhardt cap found for a northwest corner of said 98.20 acre tract, common to a point in the south line of said University Boulevard bears South 69°31'37" West, a distance of 1012.44' THENCE, South 17°11'36" East, a distance of 546.86', with said common line to a point for a corner; THENCE, South 69°08'34" West, a distance of 211.64', crossing said 98.20 acre tract to the POINT OF BEGINNING of the herein described tract THENCE, over and across said 98.20 acre tract the following seven (7) courses and distances; 1. South 20°28'23" East, a distance of 50.79' to the point of curvature of a curve to the right having a Delta angle of 35°24'43", and a radius of 500.50'; 2. Along said curve to the right a Chord Bearing of South 02°46'02" East, a Chord Distance of 304.44', and an Arc Distance of 309.34'to the end of curve; 3. South 14°56'20" West, a distance of 226.78' to the point of curvature of a curve to the left having a Delta angle of 01°01'37", and a radius of 760.00'; Page2of2 4. Along said curve to the left a Chord Bearing of South 14°25'31" West, a Chord Distance of 13.62', and an Arc Distance of 13.62'to the end of curve; 5. South 69°08'34" West, a distance of 334.85' to a point for a corner; 6. North 20°51'26" West, a distance of 535.24' to a point for a corner; 7. North 69°08'34" East, a distance of 570.23' to the POINT OF BEGINNING of the tract herein described and containing 6.06 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 A./&/G- L&S' Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. • 171 CO J TRACT 1 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, III, TRUSTEE TO AVERY RANCH COMPANY, LTD. DOCUMENT NO. 2002071336 0.P.R.W.C.T. J • T'I 0 0 X 6 ON Q� 0 WNI� aUu)0 0 .. U CC W O Q z co W co -,0 § w PI J Q Ea 0 O COh W D K� U 1' O\ 0 ° o %.-t, 1135-012-00-A800 m < m N W < d ~ a F --3 N La VI p2p H Wo La f; UO ZOU 3o 00d U Q F o 0 N 3 QW p�-N3 L3 N • F oOd F O 0 NH 0 od 6 V) Z • O pi CA 2Zd MW mU m m V 3- N g N o O ,f7Z'SES d1 „9Z,T5e0Z N M nt, 1 ! I— T 800 RADIAL BEARING PAGE 2 OF 2 • SURVEYOI A DIVISION OF PATE ENGINEERS, IP )1 Capital of Texas H,'.. Ste. 350 .Austin. TX 78731•Ph512340-0600•Fox518340-0604. INIVERSITY VILLAGE ZONING EXF 6.06 ACRES PARCEL 2 ABEL L. EAVES SURVEY, A-215 WILUAMSON COUNTY, TEXAS ORIGINAL ORIGINAL 1. ISSUE DATE: 09/09/08 SCALE 1 JOB NO.: 1135-012-00-A CHORD LENGTH 304.44' N (.0 rr) 6 m < 7 N O .V O� a n c °1 L.I z Ct = WNCO 0 CO 10 Q �t •25'31" W DISTANCE N On 226.78' 334.85' CO CO -t- F CO .-- .-- N 1012.44' CHOR S 02 -4- ,--- -() CI) BEARING W W S 69'08'34" W ARC LENGTH 309.34' N CO r-) r'o N N b N & O CN Lf) .— () O O k CO (n CO O .- Cf) r0 rr) a.) CO (n SYMBOL LEGEND IND 1/2 IRON ROD UNLESS IERWISE NOTED fTROLLING MONUMENT .CULATED POINT W `—Z J J J In CO J J J RADIU 500.51 760.01 ' DELTA ANGI 35'24'43" N In O O F Z b N F O < < Ul < i c W 62 C z D_ z 3m ...8 °O o..3 4 ZO 2 6 ZZ CURVE C1 N U of N W WW K O O W -41' i g a z e a a o " as 6 6 ai 8 I I 3 d a i E d d p U U U d P. a s 3 3 3 a K a K a d d d PARCEL 3 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 8.83 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 8.83 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a %2" iron rod found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 3A as recorded in Cabinet 0, Slides 318-319, in the Plat Records of Williamson County, Texas common to an westerly corner of said 98.20 acre tract; THENCE North 20°51'26" West, a distance of 25.00' with the said common easterly right-of- way line of Sandy Brook Drive and the west line of said 98.20 acre tract, to a point for a corner; THENCE leaving said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following nine (9) courses and distances; 1. North 69°08'34" East, a distance of 178.19' to a point for a corner; 2. South 20°51'26" East, a distance of 535.24' to a point for a corner; 3. North 69°08'34" East, a distance of 334.85'to a point on a curve to the left having a Delta angle of 15°10'10", a radius of 760.00', and from which point the radius bears South 76°05'17" East; 4. Along said curve to the left a Chord Bearing of South 06°19'38" West, a Chord Distance of 200.63', and an Arc Distance of 201.21' to the end of the curve herein described; 5. South 01°15'27" East, a distance of 365.94' to the point of curvature of a curve to the left, having a Delta Angle of 24°19'29", a Radius of 460.00'; 6. Along said curve to the left a Chord Bearing of South 13°25'12" East, a Chord Distance of 193.83', and an Arc Distance of 195.29' to the end of the curve herein described; 7. South 64°25'04" West, a distance of 60.54'to the point of curvature of a curve to the right, having a Delta angle of 42°03'32", and a radius of 400.00'; ' Page 2 of 3 8. Along said curve to the right a Chord Bearing of South 85°26'50" West, a Chord Distance of 287.08 ', and an Arc Distance of 293.63' to the end of the curve herein described; 9. North 73°31'24" West, a distance of 42.31' to a point in the easterly right-of-way line of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 5 as recorded in Cabinet Y, Slides 184, in the Plat Records of Williamson County, Texas common to a point in the westerly line of said 98.20 acre tract; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following sixteen (16) courses and distances; 1. North 16°28'36" East, a distance of 30.00' to a %2" iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 17°18'04" East, a Delta Angle of 83°12'07", and a radius of 20.00'; 2. With said curve to the right a Chord Bearing of North 31°05'53" West, a Chord Distance of 26.56', and an Arc Distance of 29.04' to a V2" iron rod with Baker-Aicklen cap found for the reverse curvature of a curve to the left from which the radius bears North 79°45'02" West, a Delta Angle of 31°01'07", and a Radius of 435.63; 3. With said curve to the left a Chord Bearing of North 05°15'35" West, a Chord Distance of 232.97', and an Arc Distance of 235.84' to a %2" iron rod with RJE&S cap found for the reverse curvature of a curve to the right from which the radius bears North 68°54'55" East, a Delta Angle of 89°19'49", and a Radius of 20.00'; 4. With said curve to the right a Chord Bearing of North 23°34'50" East, a Chord Distance of 28.12', and an Arc Distance of 31.18' to a %2" iron rod with RJE&S cap found for the end of the curve herein described; 5. North 20°53'54" West, a distance of 50.00' to a %2" iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 20°03'23" West, a Delta Angle of 89°15'21", and a Radius of 20.00'; 6. With said curve to the right a Chord Bearing of North 65°25'42" West, a Chord Distance of 28.10', and an Arc Distance of 31.16' to a '/2" iron rod with RJE&S cap found for the end of the curve herein described; 7. North 20°55'08" West, a distance of 159.96' to a %2" iron rod with Baker-Aicklen cap found for the point of curvature of a curve to the right from which the radius bears North 69°02'56" East, a Delta Angle of 90°26'12", and a Radius of 20.00'; 8. With said curve to the right a Chord Bearing of North 24°16'02" East, a Chord Distance of 28.39', and an Arc Distance of 31.57' to a %2" iron rod with RJE&S cap found for the end of the curve herein described; 9. North 20°55'24" West, a distance of 49.85' to a %2" iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 20°53'51" West, a Delta Angle of 91°15'25", and a Radius of 20.00'; Page 3 of 3 10. With said curve to the right a Chord Bearing of North 65°16'08" West, a Chord Distance of 28.59', and an Arc Distance of 31.85' to a %2" iron rod with RJE&S cap found for the end of the curve herein described; 11. North 20°50'46" West, a distance of 199.64' to a %2" iron rod found for the point of curvature of a curve to the right passing at 119.53', the north line of said STONEY BROOK SECTION 5 and the south line of said REPLAT OF STONEY BROOK SECTION 3A, from which the radius bears North 68°32'21" East, a Delta Angle of 90°21'12", and a Radius of 20.00'; 12. With said curve to the right a Chord Bearing of North 23°42'56" East, a Chord Distance of 28.37', and an Arc Distance of 31.54' to a found '/2" iron rod for the end of the curve herein described; 13. North 20°54'28" West, a distance of 49.84' to a '/2" iron rod found for the point of curvature of a curve to the right, from which the radius bears North 20°18'26" West, a Delta Angle of 89°19'14", and a Radius of 20.00'; 14. With said curve to the right a Chord Bearing of North 65°38'49" West, a Chord Distance of 28.12', and an Arc Distance of 31.18' to a '/2" iron rod found for the end of the curve herein described; 15. North 20°53'44" West, a distance of 199.92' to a %2" iron rod found for the point of curvature of a curve to the right from which the radius bears North 68°55'12" East, a Delta Angle of 90°29'23", and a Radius of 20.00'; 16. With said curve to the right a Chord Bearing of North 24°09'54" East, a Chord Distance of 28.41', and an Arc Distance of 31.59' to the POINT OF BEGINNING of the herein described tract and containing 8.83 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 tiCf(vs-5 Neil Hines, KP.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. SATELLJTE VIEW REPLAT OF STONEY BROOK SECTION THREE "A" L2 rH U P.OB. �� FND. 1/2' IRON ROD a LORSO LLOOP a ` SANDY BROOK DRNE 7 (60' RA.W.) CAB. D. SL. 318-319 P.R.W.C.T. BYI+3OL LEGEND 0 FOUND 1/2" IRON ROD UNLESS OTHERWISE NOTED A CONTROWNG MONUMENT CALCULATED POINT STONEY BROOK SECTION 5 SANDY BROOK DRNE (60' R.O.W.) CAB. Y. SL. 184 P.R.W.C.T. a Tru. i 4 2 Ts - • FND. 1/2 I. RODS WITH RJELS CAP FND. 1/2 1. ROD WITH RJELS CAP FND. 1/2 I. ROD WITH BLA CAP S 20°51'26" E 0' 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. 200' 400' 600' 1.1111111=on N 69°08'34" E 334.85' PARCEL 3 OFFICE 8.83 ACRES C1,„.FND. 1/2 I. RODS WITH RJELS CAP FND. 1/2 I. RODS WITH RJELS CAP FND. 1/2 I. ROD WITH BLA CAP 98.20 ACRES THE STATE OF TEXAS C3 TO SBB HOLDINGS, LP. DOC. No. 2006021486 0.P.R.W.C.T. ABBREVIATION TABLE FND. FOUND P.D.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT 0.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF WILLIAMSON COUNTY. TEXAS O.R.W.C.T. OFFICIAL RECORDS OF WILUAMSON COUNTY. TEXAS P.R.W.C.T. PLAT RECORDS OF WILLIAMSON COUNTY. TEXAS R.O.W. RIGHT OF WAY VOL. VOLUME PG. PAGE NO. NUMBER W to co 0""' tri O c7 CV 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS. LP. DOC. No. 2008021486 0.P.R.W.C.T. PAGE 1 OF 2 '4\ P' PATE 4 SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7501 0aplIol of Texas Hwy., Sts. 350•Aa,On. TX 75731•Ph512.34CH:1500•Fox512.3400604.www.pateeng.com UNIVERSITY VILLAGE ZONING EXHIBIT 8.83 ACRES PARCEL 3 ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. APP OVED FO ISSUE: ORIGINAL ORIGINAL ISSUE DATE: 09/09/08 SCALE JOB NO.: 1135-012-00—A800 1"=200' • CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 15'10'10" 760.00' 201.21' S 06'19'38" W 200.63' S 76'05'17" E C2 24'19'29" 460.00' 195.29' S 13'25'12" E 193.83' C3 42'03'32" 400.00' 293.63' S 85'26'50" W 287.08' C4 83'12'07" 20.00' 29.04' N 31'05'53" W 26.56' N 17'18'04" E C5 31'01'07" 435.63' 235.84' N 05'15'35" W 232.97' C6 89'19'49" 20.00' 31.18' N 23'34'50" E 28.12' C7 89'15'21" 20.00' 31.16' N 65'25'42" W 28.10' N 20'03'23" W C8 90'26'12" 20.00' 31.57' N 24'16'02" E 28.39' N 69'02'56" E C9 91'15'25" 20.00' 31.85' N 65'16'08" W 28.59' N 20'53'51" W C10 90'21'12" 20.00' 31.54' N 23'42'56" E 28.37' N 68'32'21" E C 1 1 89'19'14" 20.00' 31.18' N 65'38'49" W 28.12' N 20'18'26" W C12 90'29'23" 20.00' 31.59' N 24'09'54" E 28.40' N 68'55'12" E LINE BEARING DISTANCE L1 N 20'51'26" W 25.00' L2 N 69'08'34" E 178.19' L3 S 64'25'04" W 60.54' L4 N 73'31'24" W 42.31' L5 N 16'28'36" E 30.00' L6 N 20'53'54" W 50.00' L7 N 20'55'08" W 159.96' L8 N 20'55'24" W 49.85' L9 N 20'50'46" W 199.64' L10 N 20'54'28" W 49.84' L11 N 20'53'44" W 199.92' PAGE 2 OF 2 PATE • SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capitol of Texas Hwy.. Ste. 350.Aoetia. TX 78731•Ph512•340-0800.10412.3400604 •vee.pateeng.com UNIVERSITY VILLAGE ZONING EXHIBIT 8.83 ACRES PARCEL 3 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.C. ORIGINAL ISSUE DATE: ORIGINAL 1- = 200' A�PP�OVER F ISSUE 09/08/08 SCALE �t4/f//4f JOB NO.: 1135-012-00-A800 PARCEL 4 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 5.07 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 5.07 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. COMMENCING at a '/z" iron rod found with a Baker-Aicklen cap in the southerly right-of- way line of University Boulevard (width varies) as recorded in Volume 1712, Page 789 Official Records of Williamson County, Texas (Chandler Road width varies, County Road 114) for the comer common to the northwest comer of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas and the northeast corner of said 98.20 acre tract, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; THENCE, South 17°11'36" East, a distance of 546.86', with said common line to the POINT OF BEGINNING of the tract herein described; THENCE, South 17°11'36" East, a distance of 704.88', continuing with the line common to the west line of said Avery Ranch Company tract and the east line of said 98.20 acre tract, also common to said Boundary Line Agreement; THENCE, over and across said 98.20 acre tract the following six (6) courses and distances; 1. South 69°3T00" West, a distance of 488.40' to a point on a curve to the right having a Delta angle of 15°02'51", a radius of 760.00', and from which point the radius bears North 89°53'29" East; 2. Along said curve to the right a Chord Bearing of North 07°24'55" East, a Chord Distance of 199.02', and an Arc Distance of 199.60'to the end of curve; 3. North 14°56'20" East, a distance of 226.78' to a point on a curve to the left having a Delta angle of 35°24'43", and a radius of 500.50'; Page 2 of 2 4. Along said curve to the left a Chord Bearing of North 02°46'02" West, a Chord Distance of 304.44', and an Arc Distance of 309.34'to the end of curve; 5. North 20°28'23" West, a distance of 50.79' to a point for a corner; 6. North 69°08'34" East, a distance of 211.64', to the POINT OF BEGINNING of the herein described tract and containing 5.07 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 15'02'51" 760.00' 199.60' N 07'24'55" E 199.02' N 89'53'29" E C2 35'24'43" 500.50' 309.34' N 02'46'02" W 304.44' UNIVERSITY BLVD (R.O.W. VARIES) — (0.325 ACRES) (CHANDLER ROAD,) VOL. 1712, PG. 789 (COUNTY ROAD NO. 114) O.R.W.C.T. G F.O.C.AA /2 I. ROD TRACT 1 VITH BIA CAP 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, III, TRUSTEE NI- TO BOUNDARY UNE AGREEMENT --I AVERY RANCH COMPANY, LTD. VOL. 958 PG. 772 DOCUMENT NO. 2002071336 D.R.W.C.T. 0.P.R.W.C.T. 0' 200' 400' 600' I,3 P.O.B. CV MI MI M 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. n , N...... co ei 1200.19 ACRES RESUIDE CHARLES NEEDHAMUAVERY, III, N131)v' W STEE TO AVERY RANCH COMPANY, LTD. C7 DOCUMENT NO. 2002071336 1 ti 0.P.R.W.C.T. 0 PARCEL 4 co ABBREVIATION TABLE PUBLIC FACILITIES/MULTI—FAMIUY 5.07 ACRES FND. FOUND P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT 0.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF WIWAMSON COUNTY. TEXAS O.R.W.C.T. OFFICIAL RECORDS OF S 69"37'00" W 488.40' J 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. WILLIAMSON COUNTY. TEXAS P.R.W.C.T. PLAT RECORDS OF WIWAMSON COUNTY, TEXAS R.O.W. RIGHT OF WAY VOL. VOLUME PG. PAGE NO. NUMBER LEGEND ® FOUND 1/2-8YIRONN OTHERWISE D PATE 4 SURVEYORS COTROLLINGG MONUMENT 0 CO A DIVISION OF PATE ENGINEERS, INC. • CALCULATED POINT FNA 1/2 1. ROD A Tours 7601 Capitol of Tes Hwy.• RA 350•Ausfln, TX 78731•Ph5123400000•Fox5123400604•ww. opo(eenq.eom UNIVERSITY VILLAGE ZONING EXHIBIT LINE BEARING DISTANCE 5.07 ACRES L1 N 14'56'20" E 226.78' PARCEL 4 L2 N 20'28'23" W 50.79' ABEL L.. EAVES SURVEY, A-215 L3 N 69'08'34" E 211.64' WILLIAMSON COUNTY, TEXAS L4 S 17'11'36" E 546.86' L5 S 17'11'36" E 636.50' DRAWN: R.G. ORIGINAL ORIGINAL ISSUE DATE 09/09/08 1• = 200' II APP OVER F ISSUE: SCALE fl//vdj JOB NO.: 1135-012-00—A800 PARCEL 5 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 25.82 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 25.82 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01- 035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a ''A" iron rod found in the easterly right-of-way of Sandy Brook Drive (b0' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 6 as recorded in Cabinet Y, Slides 323-324, in the Plat Records of Williamson County, Texas common to the southwest corner of said 98.20 acre tract and common to a point in the north line of LAKESIDE SUBDIVISON SECTION ONE according to the plat thereof recorded under Cabinet R, Slides 189-190 in the Plat Records of Williamson County Texas; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following three (3) courses and distances; 1. North 21°13'40" West, a distance of 104.68', to the point of curvature of a curve to the right, having a delta angle of 89°58'58", a radius of 20.00'; 2. Along said curve to the right a Chord Bearing of North 23°45'49" East, a Chord Distance of 28.28', and an Arc Distance of 31.41', and from which point a''/s" iron rod with a G&R cap found bears North 54°26'06" West, a distance of 0.15'; 3. North 21°13'40" West, a distance of 50.00' to a point for a corner from which point a %2" iron rod with a G&R cap found bears South 37°27'53" West, a distance of 0.13'; THENCE leaving said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following fifteen (15) courses and distances; 1. North 68°46'20' 2. North 23°29'29' 3. North 10°00'09' 4. North 35°49'52' 5. North 0l°35'24' 6. North 34°37'03" 7. North 19°41'25" ' East, a distance of 267.53' to a point for a corner; ' West, a distance of 40.69' to a point for a corner; ' West, a distance of 220.99' to a point for a corner; ' West, a distance of 144.22' to a point for a corner; ' West, a distance of 109.71' to a point for a corner; West, a distance of 54.37' to a point for a corner; East, a distance of 107.41' to a point for a corner; Page 2 of 3 8. North 28°44'31" West, a distance of 85.74' to a point for a corner; 9. North 04°09'46" East, a distance of 71.11' to a point for a corner; 10. North 36°09'23" West, a distance of 33.20' to a point for a corner; 11. North 87°07'02" West, a distance of 95.91' to a point for a corner; 12. North 01°36'55" West, a distance of 125.69' to a point for a corner; 13. North 80°10'39" West, a distance of 116.52' to a point for a corner; 14. South 51°28'34" West, a distance of 118.98' to a point for a corner; 15. South 62°45'36" West, a distance of 211.40' to a point for a corner in the said easterly right-of- way line Sandy Brook Drive, common to a point in the west line of said 98.20 acre tract; THENCE with the said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, the following two (2) courses and distances; 1. North 47°24'09" West, a distance of 125.825' to the point of curvature of a curve to the right, having a delta angle of 12°28'44", a radius of 333.33', and from which point the radius bears North 42°33'43" East; 2. Along said curve to the right a Chord Bearing of North 41°11'55" West, a Chord Distance of 72.45', and an Arc Distance of 72.60'to the end of curve; THENCE leaving said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following twelve (12) courses and distances; 1. North 85°06' 10" East, a distance of 177.08' to a point for a comer; 2. North 13°29'24" East, a distance of 60.37' to a point for a comer; 3. North 22°24'55" East, a distance of 178.02' to a point for a corner; 4. North 48°55'09" East, a distance of 270.00' to a point for a corner; 5. North 65°42'42" East, a distance of 377.25' to the point of curvature of a curve to the right, having a delta angle of 17°42'57", a radius of 807.50', and from which point the radius bears South 47°00'15" West; 6. Along said curve to the right a Chord Bearing of South 34°08' 16" East, a Chord Distance of 248.69', and an Arc Distance of 249.68'to the end of curve herein described; 7. South 25°16'47" East, a distance of 158.10' to a point for a corner; 8. South 32°38'44" East, a distance of 98.86' to a point for a corner; 9. South 24°08'21" East, a distance of 221.02' to a point for a corner; 10. South 40°41'37" East, a distance of 275.54' to a point for a corner; Page 3 of 3 11. South 44°13'33" East, a distance of 188.80' to a point for a corner; 12. South 67°41'30" East, a distance of 99.05' to a point in the south line of said 98.20 acre tract, common to a point in a northwesterly line of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; THENCE with the said common line of 98.20 acre tract, 1200.19 acre tract, and boundary line agreement, the following two (2) courses and distances; 1. South 71°4T06" West, a distance of 53.98' to %2" iron rod found for an easterly corner of the said 98.20 acre tract; 2. South 11°26'34" East, a distance of 360.66' to rail road spike found for the corner common to the northeast corner of LAKESIDE SUBDIVISION SECTION FOUR as recorded in Cabinet X, Slides 285-286 of the Plat Records of Williamson County, Texas, a southerly corner of said 98.20 acre tract, a westerly corner of said 1200.19 acre tract and the most southeasterly corner of the tract herein described; THENCE South 68°46'33" West, a distance of 1026.21' with the line common to the south line of said 98.20 acre tract and the north line of said LAKESIDE SUBDIVISION SECTION FOUR and the north line of said LAKESIDE SUBDIVISON SECTION ONE to the POINT OF BEGINNING of the herein described tract and containing 25.82 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. L21 L23 L22 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. C3 L2 L24 STONEY BROOK SECTION 6 14.513 ACRES CAB. Y SL. 323 DOC. NO. 2004032889 0.P.R.W.C.T. SANDY BROOK DRIVE (60' 12.0.W.) CAB. R. SL. 363-364 P.R.W.C.T. FOUND 1/2' IRON ROD WITH G&R GAP BEARS S 37'27'53' W 0.13' ---iC1 1 Ll L17 L15 L14 L13 Ll L11 L10 L9 L8 PARCEL 5 OPEN SPACE 25.82 ACRES 98.20 ACRES L7 THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. L6 L5 L4 L3 1, / STORM WATER DRAINAGE EASEMENT J DOC. NO. 2000053391 BOUNDARY LINE AGREEMENT 0.P.R.W.C.T. VOL a58 PG. 772 FOUND 1/2' IRON ROD WITH ORR D.R.W.C.T. CAP BEARS -N 54'26'06; W 0.15' P.O9. L25 L26 sON L27 I- - I .__ I- -qpr 1/2' -7.111-- _ I 1- - - T - IRON ROD 1 i \ 1 ' 1 I LAKESIDE SUBDIVISION'•L3 LAKESIDE SUBDIVISIO I I\\ I L- L SECTION 1 FINAL PLAT I I SECTION 4 FINAL PLA 1 CAB. R SL1B9-190 1 1 a ", CAB. X SL 285-25d — 1 1 �K"' P.R.W.C.T. I P.R.W.C.T. SYMBOL LECs® O FOUND 1/2'IRON ROD UNLESS OTHERWISE NOTED Q CONTROLLING MONUMENT • CALCULATED POINT ABBREVIATION TABLE END. FOUND P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT 0.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF WILUAMSON COUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS OF VALUAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS R.O.W. RIGHT OF WAY VOL VOLUME PG. PAGE NO. NUMBER L28 L29 L30 L31 BOUNDARY LINE AGREEMENT VOL 958 PG. 772 D.R.W.C.T. TRACT 1 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, III. TRUSTEE TO AVERY RANCH COMPANY. LTD. MDRAS DOCUMENT NO. 2002071336 ROAD SPICE 0.P.R.W.C.T. 0' 300' 600' 900' PAGE 1 DF 2 PATE • SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capitol of Texas Hay.. Sts. 350•Aastin, 1X 76731•PhS12340.0600•Fas512.3400604•sws.potsen9.com UNIVERSITY VILLAGE ZONING EXHIBIT 25.82 ACRES PARCEL 5 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.C. AP ROVED FDR ISSUE: goive_Allf,/bs ORIGINAL ISSUE DATE 09/09/08 ORIGINAL SCALE 1. = 300' JOB NO.: 1135-012-00-A800 CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 89'58'58" 20.00' 31.41' N 23'45'49" E 28.28' C2 12'28'44" 333.33' 72.60' N 41'11'55" W 72.45' N 42'33'43" E C3 1742'57" 807.50' 249.68' S 34'08'16" E 248.69' S 47'00'15" W LINE BEARING DISTANCE L1 N 21'13'40" W 104.68' L2 N 21'13'40" W 50.00' L3 N 68'46'20" E 267.53' L4 N 23'29'29" W 40.69' L5 N 10'00'09" W 220.99' L6 N 35'49'52" W 144.22' L7 N 01'35'24" W 109.71' L8 N 34'37'03" W 54.37' L9 N 19'41'25" E 107.41' L10 N 28'44'31" W 85.74' L11 N 04'09'46" E 71.11' L12 N 36'09'23" W 33.20' L13 N 8707'02" W 95.91' L14 N 01'36'55" W 125.69' L15 N 80'10'39" W 116.52' L16 S 51'28'34" W 118.98' L17 S 62'45'36" W 211.40' L18 N 47'24'09" W 125.85' L19 N 85'06'10" E 177.08' L20 N 13'29'24" E 60.37' L21 N 22'24'55" E 178.02' L22 N 48'55'09" E 270.00' L23 N 65'42'42" E 377.25' L24 S 25'16'47" E 158.10'. L25 S 32'38'44" E 98.86' L26 S 24'08'21" E 221.02' L27 S 40'41'37" E 275.54' L28 S 44'13'33" E 188.80' L29 S 67'41'30" E 99.05' L30 S 71'47'06" W 53.98' L31 S 11'26'34" E 360.66' L32 S 68'46'33" W 1026.21' PAGE 2 OF 2 PATE 4 SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capital of Texas Hwy„ Sts. 350•Austin, TX 78731 •Ph512.3400600•Fox512.340-06D4•wwr.potseng.com UNIVERSITY VILLAGE ZONING EXHIBIT 25.82 ACRES PARCEL 5 ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. ORIGINAL ISSUE DATE: ORIGINAL r _, AP ROVED 60R ISSUE: 09/09/08 SCALE ,{�uGH�,vcf JOB NO.: 1135-012-00-A800 PARCEL 6 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 7.80 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 7.80 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01- 035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. COMMENCING at a 1/2" iron rod found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 6 as recorded in Cabinet Y, Slides 323-324, in the Plat Records of Williamson County, Texas common to the southwest corner of said 98.20 acre tract and common to a point in the north line of Lakeside Subdivision Section 1 Final Plat according to the plat thereof recorded under Cabinet R, Slides 189-190 in the Plat Records of Williamson County Texas and from which a rail road spike found for the corner common to the northeast corner of LAKESIDE SUBDIVISION SECTION FOUR as recorded in Cabinet X, Slides 285-286 of the Plat Records of Williamson County, Texas, a southerly corner of said 98.20 acre tract, a westerly corner of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; bears North 68°46'33" East, a distance of 1026.21'; THENCE North 21°13'40" West, a distance of 194.68', to the POINT OF BEGINNING of the tract herein described in the east right-of-way line of said Sandy Brook Drive, common to a point in the west line of said 98.20 acre tract from which point a' h" iron rod with a G&R cap found bears North 20°17'07" West, a distance of 0.15'; "'HENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following three (3) courses and distances; 1. North 21°13'40" West, a distance of 699.42' to the point of curvature of a curve to the left, having a Delta Angle of 26°11'07", a Radius of 480.98' and from which point a %z" iron rod with G&R cap found bears North 63°06'54" East, a distance of 0.17'; 2. Along said curve to the left a Chord Bearing of North 34°19'15" West, a Chord Distance of 217.91', and an Arc Distance of 219.82' to a ''/z" iron rod found for the end of the curve herein described; 3. North 47°24'09" West, a distance of 49.24' to a point for a corner; THENCE leaving said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following sixteen (16) courses and distances; Page 2 of 2 1. North 62°45'36" East, a distance of 211.40' to a point for a corner; 2. North 51°28'34" East, a distance of 118.98' to a point for a corner; 3. South 80°10'39" East, a distance of 116.52' to a point for a corner; 4. South 01°36'55" East, a distance of 125.69' to a point for a corner; 5. South 87°07'02" East, a distance of 95.91' to a point for a comer; 6. South 36°09'23" East, a distance of 33.20' to a point for a comer; 7. South 04°09'46" West, a distance of 71.11' to a point for a corner; 8. South 28°44'31" East, a distance of 85.74' to a point for a comer; 9. South 19°41'25" West, a distance of 107.41' to a point for a corner; 10. South 34°37'03" East, a distance of 54.37' to a point for a comer; 11. South 01°35'24" East, a distance of 109.71' to a point for a corner; 12. South 35°49'52" East, a distance of 144.22' to a point for a comer; 13. South 10°00'09" East, a distance of 220.99' to a point for a corner; 14. South 23°29'29" East, a distance of 40.69' to a point for a comer; 15. South 68°46'20" West, a distance of 267.53' from which point a '/2" iron rod with a G&R cap found bears South 37°27'53" West, a distance of 0.13', to the point of curvature of a curve to the right, having a Delta Angle of 89°58'58", a Radius of 20.00', and from which point the radius bears North 21°12'38" West; 16. Along said curve to the right a Chord Bearing of North 66°13'09" West, a Chord Distance of 28.28', and an Arc Distance of 31.41' to the POINT OF BEGINNING of the herein described tract and containing 7.80 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. STONEY BROOK SECTION 6 N 21°13'40" {Y SANDY BROOK DRNE (60' RAV.) CAB. Y. SL. 323-324 ti P.R.W.C.T. 0' P.OB. FOUND 1/2' IRON ROD W1711 COR CAP BEARS N 20'17'07' 2 0.15' S'31. N STN VAT 3 12 FOUND 1/2' IRON ROD 5.101 G&R CPP BEARS N 63'06'54' E 0.17' PARCEL 6 TOWNHOUSE 7.80 ACRES L. Ls vti 98.20 ACRES THE STATE OF TEXAS TO .:; SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. s�g��� �PvEs --1 N FOUND 1/2' IRON ROD WRN G&R N CAP BEARS S 3727'53' W 0.13' C3' L16 STORM WATER DRAINAGE EASEMENT DOC. N0. 2000053391 0.P.R.W.C.T. P.O.C. FWD. 1/2' IRON ROD I , 1 Li 200' 1 1 11 L18 TRACT 1 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, III, TRUSTEE TO AVERY RANCH COMPANY, LTD. DOCUMENT NO. 2002071336 0.P.R.W.C.T. ---I--I-- ?LAKESIDE SUBDIVISION BOUNDARY LINE AGREEMENT VOL 958 PG. 772 D.R.W.C.T. FND. RAIL ROAD SPIKE LAKESIDE SUBDIVISION ,> I 41 I „ / f / SECTION 1 FINAL PLAT i 'SECTION 4 FINAL PLAT i 1 _L CAB. R SL189-190 %CAB. X SL 285-266 L- I I— I P.R.W.C.T. I , P.R.W.C.T. - J / MOM tar 400' 600' -- / PAGE 1 OF 2 PATE 4 SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capital of Texae Hwy., Ste. 350•Aoelin, 1X 78731.1.115123480500•Fox5123400804.www.poteeng.com UNIVERSITY VILLAGE ZONING EXHIBIT 7.80 ACRES PARCEL 6 ABEL L. EAVES SURVEY, A-215 WLLIAMSON COUNTY, TEXAS DRAWN: R.G. APP jrVED FWrl ISSUE: G+tLwl6 ORIGINAL ORIGINAL 1• = 200, ISSUE DATE 09/09/08 SCALE JOB NO.: 1135-012-00—A800 CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 26'11'07" 480.98' 219.82' N 34'19'15" W 217.91' S 80'10'39" E C2 89'58'58" 20.00' 31.41' N 66'13'09" W 28.28' N 21'12'38" W LINE BEARING DISTANCE L1 N 4724'09" W 49.24' L2 N 62'45'36" E 211.40' L3 N 51'28'34" E 118.98' L4 S 80'10'39" E 116.52' L5 S 01'36'55" E 125.69' L6 5 87'07'02" E 95.91' L7 5 36'09'23" E 33.20' L8 S 04'09'46" W 71.11' L9 S 28'44'31" E 85.74' L10 S 19'41'25" W 107.41' L11 S 34'37'03" E 54.37' L12 5 01'35'24" E 109.71' L13 S 35'49'52" E 144.22' L14 S 10'00'09" E 220.99' L15 S 23'29'29" E 40.69' L16 S 68'46'20" W 267.53' L17 N 21'13'40" W 194.68' L18 N 68'46'33" E 1026.21' SYMBOL LEGEND 0 FOUND 1/2* IRON ROD UNLESS OTHERWISE NOTED A CONTROLLING MONUMENT • CALCULATED POINT ABBREVIATION TABLE FND. FOUND P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT 0.P.R.W.C.T. OFFlCIAL PROPERTY RECORDS OF WIWAMSON COUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS OF WILUAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS OF WILUAMSON COUNTY. TEXAS R.O.W. RIGHT OF WAY VOL VOLUME PG. PAGE NO. NUMBER PAGE 2 OF 2 PATE SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capitol of Telo. Hwy" Ste. 350•AusBn, IX 78731•Ph51234OO800•FOK512.34D0804•wiw.poteen9.00m i UNIVERSITY VILLAGE ZONING EXHIBIT 7.80 ACRES PARCEL 6 ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. APP OVED F ISSUE: yr ORIGINAL ORIGINAL 1' = 200' ISSUE DATE: 09/09/08 SCALE JOB NO.: 1135-012-00-A800 PARCEL 7 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 7.38 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 7.38 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a Y2" iron rod with RJE&S cap found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 5 as recorded in Cabinet Y, Slides 184, in the Plat Records of Williamson County, Texas common to a westerly corner of said 98.20 acre tract; THENCE North 16°28'36" East, a distance of 30.00' with the said common easterly right-of- way line Sandy Brook Drive and the west line of said 98.20 acre tract, to a point for a corner; THENCE leaving said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following ten (10) courses and distances; 1. South 73°31'24" East, a distance of 42.31' to the point of curvature of a curve to the left, having a Delta Angle of 42°03'32", and a Radius of 400.00'; 2. Along said curve to the left a Chord Bearing of North 85°26'50" East, a Chord Distance of 287.08', and an Arc Distance of 293.63' to the end of the curve herein described; 3. North 64°25'04" East, a distance of 28.04' to the point of curvature of a curve to the left, having a Delta Angle of 24°42'07", a Radius of 492.50', and from which point the radius bears North 64°25'04" East; 4. Along said curve to the left a Chord Bearing of South 37°56'00" East, a Chord Distance of 210.69', and an Arc Distance of 212.33' to the point of reverse curvature of a curve to the right, having a Delta angle of 07°17'19", and a Radius of 807.50'; 5. Along said curve to the right a Chord Bearing of South 46°38'24" East, a Chord Distance of 102.65', and an Arc Distance of 102.72 ' to the end of the curve herein described; 6. South 65°4T42" West, a distance of 377.25' to a point for a corner; 7. South 48°55'09" West, a distance of 270.00' to a point for a corner; 8. South 22°24'55" West, a distance of 178.02' to a point for a corner; 9. South 13°29'24" West, a distance of 60.37' to a point for a comer; Page 2 of 2 10. South 85°06'10" West, a distance of 177.08' to a point on a curve to the right in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 6 as recorded in Cabinet Y, Slides 323-324, in the Plat Records of Williamson County, Texas, common to a point in the west line of said 98.20 acre tract, having a Delta angle of 66°37'02", a Radius of 333.33, and from which point the radius bears North 55°02'26" East; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following four (4) courses and distances; 1. Along said curve to the right a Chord Bearing of North 01°39'02" West, a Chord Distance of 366.10', and an Arc Distance of 387.56' to a Y2" iron rod with Baker-Aicklen cap found, passing at an arc distance of 201.00' the north line of said STONEY BROOK SECTION 6, common to the south line of STONEY BROOK SECTION 4 according to the plat thereof recorded in Cabinet R, Slides 363-364, in the Plat Records of Williamson County, Texas; 2. North 31°41'22" East, a distance of 374.48', to a Y2" iron rod with Baker-Aicklen cap found, passing at 270.96' the north line of said STONEY BROOK SECTION 4, common to the south line of said STONEY BROOK SECTION 5, for the point of curvature of a curve to the left, having a Delta angle of 08°52'48", a radius of 435.63' and from which point the radius bears North 58°15'35" West; 3. Along said curve to the left a Chord Bearing of North 27°18'01" East, a Chord Distance of 67.385', and an Arc Distance of 67.52' to a'' Y2" iron rod with a RJE& S cap found for the point of reverse curvature of a curve to the right, having a Delta angle of 83°12'35", and a Radius of 20.00'; 4. Along said curve to the right a Chord Bearing of North 64°27'58" East, a Chord Distance of 26.56', and an Arc Distance of 29.05' to the POINT OF BEGINNING of the herein described tract and containing 7.38 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 A76/ L .4./6S - Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. Aft• CO O CO CO o• 41. lg I ,00E ,002 ,OOT ,0 201.00' 0 z P u' 0 fr 0 nw �wx wVI i H 0 o) v>60-er O0 0 A m ON x Vl ro 4\E •ou aor 009V-00-aTO-9ETT a5 0 m z 0 m r ▪ r D r OD13w z>ao O m0> 00,m0 ;cn rrn D D C rna t 0 5- r r Z 0 ✓ D m� N ym gc� s N �}1 m $ z t n C £ '1 -1 0 Z' 0 P• N D t?4';00.6\ > '0 0 t:5:#1\ tT� O O to En H O z -e 00 w O s \ 0) 920dt- En n 0 O _ 0 Om cr m0 to 11 OD 71 Om co a0 z c) / / 1 0 0 z ° N -a m Nm07 t0 or -_D0 4. rn� '1m - N Or :O N rf 1 SYMBOL LEGEND 0 FOUND 1/2' IRON ROD UNLESS OTHERWISE NOTED Q CONTROLUNG MONUMENT CALCULATED POINT 0 0) 0 01 C4 0 C.1 0 N 0 0 0 m ABBFEVIAT1ON TABLE D. FOUND C. POINT OF COMMENCEMENT B. POINT OF BEGINNING IC DOCUMENT T. OFFICIAL PROPERTY RECORI WILLIAMSON COUNTY. TEXA: T. OFFICIAL RECORDS OF WIWAMSON COUNTY, TEXA' T. PLAT RECORDS OF WILLIAMSON COUNTY, TEXA'. W. RIGHT OF WAY )L. VOLUME 'G. PAGE ID. NUMBER 08'52'48" 83'12'35" 66'37'02" 24'42'07" 07'17'19" DELTA ANGLE 42'03'32" W 00 -A N4. xO(..i(..a0(OOD rP WN z r m 5.63' ).00' (.W (.)CnUnOC wOOO(/) '1 N 0 0 (n L; N (0 N * N 64'25'04" E (f) (il_. W _, N m N 16'28'36" E BEARING N cn 387.56' N 01'39'02" 67.52' N 27'18'01" 212.33' S 37'56'00" 102.72' S 46'38'24" > N C7 (O ('Jr W Z " —1 —1 1 60.37' 28.04' N " 30.00' DISTANCE N 64'27'58" ICHORD BEAR N 85'26'50" m ri rm m m G.-2.-.) 7.38 ACRES PARCEL 7 ABEL L. EAVES SURVEY, A-2 WILLIAMSON COUNTY, TEXA UNIVERSITY VILLAGE ZONING r.0 r0A 4� tom 31 f I 4 y C N PATE:, SURVEY A DIVISION OF PATE ENGINEER N cnJO 01 a) O) c 4. • Cn O " 210.69' 102.65' CHORD LENGTH 287.08' 1 JOB NO.: 1135-012- P, 2Q S •g m o 1m N ig 8 D Gl fU p -q R) M „SC,S 1.85 N 3 „9Z,Z0.55 N N 64'25'04" E > 0 r CO m O O 0 V � M R l'r ' DEVELOPMENT PLAN UNIVERSITY VILLAGE PLANNED UNIT DEVELOPMENT NO. 83 THE STATE OF TEXAS § COUNTY OF WILLIAMSON § THIS DEVELOPMENT PLAN (this "Plan") is adopted and approved by the CITY OF ROUND ROCK, TEXAS (hereinafter referred to as the "City"). For purposes of this Plan, the term Owner shall mean SBB Holdings, their respective successors and assigns; provided, however, upon sale, transfer or conveyance of portions of the hereinafter described property, the duties and obligations of the Owner, as it relates to the respective property, shall be assumed by the new owner, and the Owner shall have no further liability relating to their respective property. WHEREAS, the Owner is the owner of certain real property consisting of 73.52 acres, as more particularly described in Exhibit A, (herein after referred to as the "Property") attached hereto and made a part hereof; and WHEREAS, the Owner has submitted a request to the City to rezone the Property as a Planned Unit Development (the "PUD"); and WHEREAS, pursuant to Chapter 11, Section 11.314, Code of Ordinances (1995 Edition), City of Round Rock, Texas, the Owner has submitted Development Standards setting forth the development conditions and requirements within the PUD, which Development Standards are contained in Section II of this Plan; and WHEREAS, the City has held two public hearings required by law to solicit input from all interested citizens and affected parties; and WHEREAS, on August 27, 2008, the City's Planning and Zoning Commission recommended approval of the Owner's application for a PUD; and WHEREAS, the City Council has reviewed the proposed Plan and determined that it promotes the health, safety, and general welfare of the citizens of Round Rock and that it complies with the intent of the Planned Unit Development Ordinance of the City; NOW THEREFORE: 1 a EXHIBIT tBn 1 I. GENERAL PROVISIONS 1. CONFORMITY WITH DEVELOPMENT STANDARDS That all uses and development within the Property shall conform to the Development Standards included in Section II herein. 2. CHANGES AND MODIFICATIONS No changes or modifications will be made to this Plan unless all provisions pertaining to changes or modifications as stated in Section II.16 below are followed. 3. ZONING VIOLATION Owner understands that any person, firm, corporation or other entity violating any conditions or terms of the Plan shall be subject to any and all penalties for the violation of any zoning ordinance provisions as stated in Section 1.601, Code of Ordinances, (1995 Edition), City of Round Rock, Texas, as amended. 4. MISCELLANEOUS PROVISIONS 4.1.Severability In case one or more provisions of this Plan are deemed invalid, illegal or unenforceable in any respect such invalidity, illegality or unenforceability shall not affect any other provisions of this Plan and in such event, this Plan shall be construed as if such invalid, illegal or unenforceable provision had never been contained in this Plan. 4.2.Venue All obligations of the Plan are performable in Williamson County, Texas, and venue for any action shall be in Williamson County. 4.3.Effective Date This Plan shall be effective from and after the date of approval by the City Council. 2 II. DEVELOPMENT STANDARDS 1. DEFINITIONS Words and terms used herein shall have their usual force and meaning, or as defined in the Code of Ordinances (1995 Edition), City of Round Rock, Texas, as amended, hereinafter referred to as "the Code." 2. PROPERTY This Plan includes approximately 73.52 acres of land generally located at the southeast corner of University Boulevard and Sandy Brook Drive, within the city limits of Round Rock, Texas, and more particularly described in Exhibit A. 3. PURPOSE The purpose of this Plan is to ensure a Planned Unit Development (PUD) that: (1) allows for a mixture of complementary and transitional land uses, (2) is equal to or superior to development that would occur under the standard ordinance requirements, (3) is in harmony with surrounding land use patterns proposed in the General Plan, as amended, (4) does not have an undue adverse affect upon adjacent property, the character of the neighborhood, traffic conditions, parking, utilities or any other matters affecting the public health, safety, and welfare of the citizens of the City of Round Rock, (5) is adequately provisioned by essential public facilities and services, and (6) will be developed and maintained so as to not dominate, by scale or massing of structures, the immediate neighboring properties or interfere with their development or use in accordance with any existing zoning district. 4. APPLICABILITY OF CITY ORDINANCES 4.1 Zoning and Subdivision Ordinances The Property shall be regulated for purposes of zoning by this Plan. All aspects not specifically covered by this Plan shall be regulated by the C -la, OF, PF -3, MF, OS, and TH zoning districts, as applicable. 3 4.2 Other Ordinances All other Ordinances within the Code shall apply to the Property, except as clearly modified by this Plan. In the event of a conflict, the terms of this Plan shall control. 5. PERMITTED USES The following principal uses are permitted on the Property, which is divided into seven (7) development parcels for the purpose of this Plan, as shown on Exhibit B. 5.1 Parcel 1 (±12.58 acres) - Commercial/Office (1) Permitted Uses: (a) Community Services (b) Day Care (c) Eating Establishments (i) Drive-thru services are prohibited, except for eating establishments for which the majority of gross revenue is generated from the sale of non- alcoholic beverages such as coffee and/ or tea. (ii) Drive-thru facilities must be oriented to the rear of the building and effectively screened from the right-of-way with treatments including but not limited to intervening buildings or landscaping. (iii) Drive-thru queue spacing for a minimum of ten (10) vehicles is required. (d) Indoor Entertainment Activities (e) Office (f) Office, Medical (i) Emergency medical services are not permitted. (ii) Medical offices shall be limited to medical offices with regular service hours not beginning before 7 a.m. and not extending past 9 p.m. Place of Worship Retail Sales and Services With or Without Drive-thru Services (g) (h) (i) (ii) Single -tenant buildings greater than 50,000 square feet are prohibited. Drive-thru facilities must be oriented to the rear of the building and effectively screened from the 4 (1) right-of-way with treatments including but not limited to intervening buildings or landscaping. School, Business or Trade School, Post -Secondary Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (m) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (n) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (2) Prohibited Uses: (a) Fuel Sales (b) Pawn Shop (c) Sexually Oriented Business (d) Tattoo Parlor 5.2 Parcel 2 (±6.06 acres) - Office/Commercial (1) Permitted Uses: (a) Day Care (b) Eating Establishments - Limited (i) Drive-thru services associated with eating establishments in which the majority of gross revenue is generated from the sale of non- alcoholic beverages such as coffee and/ or tea is permitted. 5 (c) Office (d) Office, Medical (i) (ii) Emergency medical services are not permitted. Medical offices shall be limited to medical offices with regular service hours not beginning before 7 a.m. and not extending past 9 p.m. (e) Retail Sales and Services With or Without Drive-thru Services (i) Single -tenant buildings greater than 50,000 square feet are prohibited. (f) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (g) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (h) Wireless Transmission Facilities, Attached Wireless transmission facilities shall the standards provided in Section Code of Ordinances, as amended. Wireless Transmission Facilities, Stealth Wireless transmission facilities shall the standards provided in Section Code of Ordinances, as amended. (i) (2) Prohibited Uses: (a) (b) (c) (d) Fuel Sale Pawn Shop Sexually Oriented Business Tattoo Parlor 5.3 Parcel 3 (±8.83 acres) - Office (1) Permitted Used: (a) Day Care 6 comply with 4.700 of the comply with 4.700 of the (b) Office (c) Office, Medical (i) (ii) Emergency medical services are not permitted. Medical offices shall be limited to medical offices with regular service hours not beginning before 7 a.m. and not extending past 9 p.m. (d) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (e) Utilities, Intermediate Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall the standards provided in Section Code of Ordinances, as amended. Wireless Transmission Facilities, Stealth Wireless transmission facilities shall the standards provided in Section Code of Ordinances, as amended. (f) (i) 5.4 Parcel 4 (±5.07 acres) - Public Facilities/Multifamily (1) Permitted Uses: (a) Amenity Center (b) Apartment (maximum 24 units per acre) (c) Day Care (d) Townhouse (maximum 12 units per acre) (e) Park, Linear/ Linkages (f) Place of Worship (g) School, Business and Trade (h) School, Elementary (i) School, Middle (j) School, Post Secondary (k) Utilities, Minor 7 comply with 4.700 of the comply with 4.700 of the (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (1) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (m) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (n) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. 5.5 Parcel 5 (±25.82 acres) - Open Space (1) Permitted Uses: (a) Park, Community (b) Park, Linear/ Linkages (c) Park, Neighborhood (d) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (e) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. 8 (f) Water Detention Facilities (not to exceed three (3) acres) (g) Water Quality Facilities (not to exceed one (1) acre) (h) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (i) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. 5.6 Parcel 6 (±7.80 acres) - Townhouse (1) Permitted Uses: (a) Amenity Center (b) Park, Linear/ Linkage (c) Park, Neighborhood (d) Place of Worship (e) Townhouse (maximum 12 units per acre) (f) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (g) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (h) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (i) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. 9 5.7 Parcel 7 (±7.38 acres) - Office/Townhouse (1) Permitted Uses: (a) Amenity Center (b) Day Care (c) Day Care (in home) for 6 or fewer children (d) Office (e) Office, Medical (i) Emergency medical services are not permitted. (ii) Medical offices shall be limited to medical offices with regular service hours not beginning before 7 a.m. and not extending past 9 p.m. (f) Park, Linear/ Linkage (g) Park, Neighborhood (h) Place of Worship (i) Townhouse (maximum 12 units per acre) (j) School, Elementary (k) School, Middle (1) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (m) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (n) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (o) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. 10 6. DEVELOPMENT STANDARDS 6.1 Parcel 1 (CommercialjOffice) All development shall conform to the standards described within the C -la (General Commercial - Limited) District, Chapter 11, Section 11.409 (3), (4) and (5) of the Code, as amended, except: (1) Retail buildings, defined as buildings in which retail uses and/or eating establishments occupy fifty percent (50%) or more of the building, are required to comply with minimum and maximum setbacks along University Boulevard and University Village Drive as described below and in Exhibit C. (2) Adjacent to University Boulevard the minimum and maximum setback shall be applied from a point 200 feet from the western property line extending to the eastern property line, including that portion of Parcel 1 located east of University Village Drive. The setback line shall be determined by the location of the water line easement adjacent to University Boulevard and shall be located either five feet (5') from the southern boundary of the water line easement or fifteen feet (15') from the existing water line, whichever distance is greater. (i) Buildings shall be setback a minimum of six feet (6') and a maximum of twenty feet (20') from the setback line. (ii) Between the building and the setback line, a ten foot (10') sidewalk shall be provided with an additional eight foot (8') landscape strip that may include ground cover, annuals, street trees, and additional paving. The sidewalk shall be located within a sidewalk easement, and portions of the sidewalk located outside of the right-of-way may be used by the adjacent property owner for outdoor seating, provided that at least six feet (6') of sidewalk remains accessible to pedestrians. (3) Adjacent to University Village Drive the minimum and maximum setback shall be applied from the southern boundary of the water line easement adjacent to University Boulevard to the northern boundary of the first access drive to/from University Village Drive contained within Parcel 1. The setback 11 line shall be established by the location of the boundary of the six foot (6') public utility and sidewalk easement, as shown on Exhibit E. (i) Buildings shall be setback a minimum of six feet (6') and a maximum of twenty feet (20') from the setback line. (ii) Between the building and the setback line, a ten foot (10') sidewalk shall be provided with an additional eight foot (8') landscape strip that may include ground cover, annuals, street trees, and additional paving. The sidewalk shall be located within a sidewalk easement, and portions of the sidewalk located outside of the right-of-way may be used by the adjacent property owner for outdoor seating, provided that at least six feet (6') of sidewalk remains accessible to pedestrians. (4) The maximum height of a building within 150 feet of Sandy Brook Drive shall be one (1) story. (5) Pedestrian ways and courtyards are allowed between buildings when the minimum and maximum setbacks are applied as specified above in Section 6.1(2) and (3). (6) Parking is prohibited within the area between the street and the front of the building when the minimum and maximum setbacks are applied as specified above in Section 6.1(2) and (3). (7) Trees of a minimum of a 3 -inch caliper diameter measured at twelve inches (12") above base shall be planted at a spacing of 30 feet on center within the landscape strip described in Section 6.1 (2) and (3) above and along Sandy Brook Drive from University Boulevard. The species of trees shall be subject to the approval of the City. Trees and landscaping shall be irrigated and maintained by a property owners association through a license agreement with the City. (8) Unless minimum and maximum setbacks are applicable, as described in Section 6.1 (2) and (3) above, the minimum sidewalk width for sidewalks adjacent to a street is six feet (6'). (9) Signage is restricted to attached signs, blade signs, and monument signs. 6.2 Parcel 2 (Office/Commercial) All development shall conform to the standards described within the OF (Office) District, Chapter 11, Section 11.411 (3), (4) and (5) of the Code, as amended, except: (1) The maximum height of a principal building shall be five (5) stories. 6.3 Parcel 3 (Office) All development shall conform to the standards described within the OF (Office) District, Chapter 11, Section 11.411 (3), (4) and (5) of the Code, as amended, as amended, except: (1) The maximum height of a principal building shall be two (2) stories. (2) The maximum height of a principal building within 150 feet of Sandy Brook Drive shall be one (1) story. (3) The maximum size of a building within 150 feet of Sandy Brook Drive shall be 5,000 square feet. (4) Within 150 feet of Sandy Brook Drive, the exterior finish of all buildings shall be masonry, except for doors, windows, and trim. Masonry shall mean stone, simulated stone, brick or stucco. A maximum of 50% stucco shall be allowed on a building facade facing Sandy Brook Drive. Horizontally installed cement -based siding is prohibited. (5) Roofs shall have a minimum pitch of 4:12. (6) The minimum building setback along Sandy Brook Drive shall be thirty (30) feet. (7) No parking, dumpsters, trash receptacles or ground mounted equipment shall be allowed within the building setback along Sandy Brook Drive. 13 (8) An eighteen foot (18') landscape and sidewalk easement shall be platted as a landscape lot along the Sandy Brook Drive right-of-way. This easement shall include a four foot (4') wide meandering sidewalk, street trees, and landscaping. No utilities shall be located within this easement. (a) The landscape buffer shall contain a three foot (3') landscaped berm with a maximum side slope of 3:1. The berm shall substitute for the fencing requirement in Chapter 11, Section 11.411 (3) (g) of the Code. 6.4 Parcel 4 (Public Facilities/Multifamily) (1) Development of non-residential uses shall conform to the standards described within the PF -3 (Public Facilities - High Intensity) District, Chapter 11, Section 11.415.2 (3), (4) and (5) of the Code, as amended, except: (a) Chapter 11, Section 11.415.2 (3) (h) shall not apply. If fencing along a property line is installed, it shall meet the requirements of Section 11.415.2 (3) (h). (2) Business, trade and post -secondary schools shall be exempt from the requirement for buildings to front on either a minor or major arterial, required in Chapter 11, Section 11.423 (22) (d). (3) Development of residential uses shall conform to the standards described within the MF (Multifamily) District, Chapter 11, Section 11.408 (3), (4) and (5) of the Code, as amended, except: (a) Primary building setbacks are as follows: (i) Setback from street right-of-way: 1. Minimum of fifteen feet (15'). 2. Maximum of thirty-five feet (35'). (ii) If structured parking is provided on-site, the setbacks from the street right-of-way shall be: 1. Minimum of fifteen feet (15'). 2. Maximum of twenty feet (20'). 14 (iii) Minimum building side and rear setbacks not adjacent to a street and not abutting a Single Family or Townhouse lot is twenty-five feet (25'). (b) Structured parking shall be located internally to the site and behind the primary structures. No parking shall be permitted in the street yard. (4) The maximum lot coverage, or building footprint, is sixty-five percent (65%). (5) No building on the property shall exceed four (4) stories in height and in no case exceed a height of sixty feet (60'), measured from the finished slab elevation to the peak of the roof, except as otherwise specified herein. (6) Fencing required by Section 11.407 (3) (d) abutting non- residential uses shall be constructed of wrought iron or decorative metal or other equivalent materials approved by the Zoning Administrator. 6.5 Parcel 5 (Open Space) All development shall conform to the standards described within the OS (Open Space) District, Chapter 11, Section 11.418 (3), (4) and (5) of the Code, as amended. 6.6 Parcel 6 (Townhouse) All development shall conform to the standards described within the TH (Townhouse) District, Chapter 11, Section 11.407 (3), (4) and (5) of the Code, as amended, except: (1) Fencing required by Section 11.407 (3) (d) abutting non- residential uses shall be constructed of wrought iron or decorative metal or other equivalent materials approved by the Zoning Administrator. (2) Only the fronts of the townhouse structures may face Sandy Brook Drive. The minimum front setbacks shall alternate for adjacent units between ten feet (10') and fifteen feet (15'). No garage structures shall face Sandy Brook Drive. 15 (i) A five foot (5') landscape easement abutting the public utility easement adjacent to Sandy Brook Drive shall be provided. (ii) Trees of a minimum of a 3 -inch caliper diameter measured at twelve inches (12") above base shall be planted at a spacing of thirty feet (30') on center within the landscape easement in Section (i) above. The species of trees shall be subject to the approval of the City. Trees and landscaping shall be irrigated and maintained by a property owners association through a license agreement with the City. (3) The maximum height of a principal building for a single -unit townhouse structure is three (3) stories, except that the front facade of a townhouse facing Sandy Brook Drive shall be limited to two -and -one-half (2/) stories. Walk -out basements are not considered a floor, provided they do not front on Sandy Brook Drive. (4) The maximum lot coverage, or building footprint is sixty-five percent (65%). (5) Driveway access to individual dwelling units shall not be permitted directly from Sandy Brook Drive consistent with the requirements of Section 11.6 of this Plan. (6) The exterior finish of all buildings shall be masonry, except for doors, windows, and trim. Masonry shall mean stone, simulated stone, brick, or stucco. Stucco shall not comprise more than twenty percent (20%) of the exterior finish (breezeways and patio or balcony insets are not included in this calculation), except that 100 percent stucco may be permitted in conjunction with tile roofs. (7) All dwelling units shall either be established as condominium units, pursuant to the Texas Uniform Condominium Act, Section 82.001 et. seq., Texas Property Code, or as platted subdivided lots in accordance with the provisions of the City Code in effect at the time of subdivision platting. The above requirements shall be completed prior to the issuance of certificate of occupancy. This does not prevent townhouse units from being rented, nor does it prevent one owner from owning two or more units. 6.7 Parcel 7 (Office/Townhouse) (1) All non-residential development shall conform to the standards described within the OF (Office) District, Chapter 11, Section 11.411 (3), (4) and (5) of the Code, as amended, except: (i) The maximum height of a principal building shall be three (3) stories, except that the maximum height of a principal building within 150 feet of the Sandy Brook Drive right-of- way shall be one (1) story. 1. The maximum size of a principal building within 150 feet of the Sandy Brook Drive right-of-way shall be 5,000 square feet. (ii) Within 150 feet of Sandy Brook Drive, the exterior finish of all buildings shall be masonry, except for doors, windows, and trim. Masonry shall mean stone, simulated stone, brick or stucco. A maximum of fifty percent (50%) stucco shall be allowed on a building facade facing Sandy Brook Drive. Horizontally installed cement -based siding is prohibited. (iii) Roofs shall have a minimum pitch of 4:12. (iv) The minimum building setback along Sandy Brook Drive shall be thirty (30) feet. (v) No parking, dumpsters, trash receptacles or ground mounted equipment shall be allowed within the building setback along Sandy Brook Drive. (vi) An eighteen foot (18') landscape and sidewalk easement shall be platted as a landscape lot along the Sandy Brook Drive right-of-way. This easement shall include a four foot (4') wide meandering sidewalk, street trees, and landscaping. No utilities shall be located within this easement. 1. The landscape buffer shall contain a three foot (3') landscaped berm with a maximum side slope of 3:1. The berm shall substitute for the fencing requirement in Chapter 11, Section 11.411 (3) (g) of the Code. 17 (2) All residential development shall conform to the standards described within the TH (Townhouse) District, Chapter 11, Section 11.407 (3), (4) and (5) of the Code as amended, except: (i) Fencing required by Section 11.407 (3) (d) abutting Parcel 5 shall be constructed of wrought iron or decorative metal or other equivalent materials approved by the Zoning Administrator (ii) Only the fronts of the townhouse structures may face Sandy Brook Drive. The minimum front setbacks shall alternate for adjacent units between ten feet (10') and fifteen feet (15'). No garage structures shall face Sandy Brook Drive. (iii) A five foot (5') landscape easement abutting the public utility easement adjacent to Sandy Brook Drive shall be provided. (iv) Trees of a minimum of a 3 -inch caliper diameter measured at twelve inches (12") above base shall be planted at a spacing of thirty feet (30') on center within the landscape easement in Section (2) above. The species of trees shall be subject to the approval of the City. Trees and landscaping shall be irrigated and maintained by a property owners association through a license agreement with the City. (v) The maximum height of a principal building for a single -unit townhouse structure is three (3) stories, except that the front facade of a townhouse facing Sandy Brook Drive shall be limited to two -and -one-half (21/2) stories. Walk -out basements are not considered a floor, provided they do not front on Sandy Brook Drive. (vi) The maximum lot coverage, or building footprint is sixty- five percent (65%). (vii) Driveway access to individual dwelling units shall not be permitted directly from Sandy Brook Drive consistent with the requirements of Section 11.6 of this Plan. (viii) The exterior finigh of all buildings shall be masonry, except for doors, windows, and trim. Masonry shall mean stone, 18 simulated stone, brick, or stucco. Stucco shall not comprise more than twenty percent (20%) of the exterior finish (breezeways and patio or balcony insets are not included in this calculation), except that 100 percent stucco may be permitted in conjunction with tile roofs. (ix) All dwelling units shall either be established as condominium units, pursuant to the Texas Uniform Condominium Act, Section 82.001 et. seq., Texas Property Code, or as platted subdivided lots in accordance with the provisions of the City Code in effect at the time of subdivision platting. The above requirements shall be completed prior to the issuance of certificate of occupancy. This does not prevent Townhouse units from being rented nor does it prevent one owner from owning two or more units. 7. UTILITY SERVICE Except where approved in writing by the City Engineer and Director of Planning and Community Development, all electrical, telephone, and cablevision distribution and service lines shall be placed underground. 8. TRAFFIC IMPACT ANALYSIS (TIA) A Traffic Impact Analysis (TIA) was submitted and approved in conjunction with this Plan. The TIA indicated the proposed land uses for each parcel. If a significant change is proposed to any land use indicated in the TIA, the Owner shall provide the City with an analysis of the effects of the change with regard to transportation impacts. If the City determines that the change in land use results in a net increase in cumulative transportation trips, the Owner shall complete an update to the TIA for approval by the City Director of Transportation Services. The Executive Summary of the TIA is included for reference as Exhibit D. 9. STREET CROSS SECTIONS Street cross sections that deviate from the design criteria specified in the Transportation Criteria Manual are described in Exhibit E. 19 10. STREET CONSTRUCTION AND TRAFFIC SIGNAL PHASING A representation of the planned roadways and their alignments is included in Exhibit B. A phasing plan for the roadways is provided in Exhibit F. The numbers in the 'Street Phasing Legend' of Exhibit F correspond to the section headings below. The phasing plan for roadway construction shall not preclude the construction of the roadways at an earlier time than described in the phasing plan. 10.1 University Boulevard (1) Additional right-of-way of seventeen feet (17') for University Boulevard shall be dedicated as part of the first plat approved for any portion of Parcel 1 of this Plan. (2) The TIA identifies that the development of the Plan causes a portion of the need for a traffic signal at CR 112 and University Boulevard. (3) The TIA identifies that the development of the Plan causes a portion of the need for a traffic signal at Sandy Brook Drive and University Boulevard. (4) The TIA identifies that the development of the Plan causes a portion of the need for a traffic signal at Seton Parkway and University Boulevard. 10.2 Sandy Brook Drive (1) Sandy Brook Drive from University Boulevard through the Satellite View intersection shall be widened to a pavement width of forty feet (40') and shall be constructed with the subdivision improvements of the first final plat approved for this Plan. (2) Sandy Brook Drive from south of the Satellite View intersection through the Zodiac Lane intersection shall be widened to a pavement width of forty feet (40') with the subdivision improvements of the first final plat approved for development of Parcel 3, 6, or 7 of this Plan. 20 (3) Sandy Brook Drive shall be widened to 40 feet of pavement from south of the Zodiac Lane intersection to the existing 40 foot portion of Sandy Brook Drive as part of the subdivision improvements of the first plat for development of Parcels 6 or 7. 10.3 Satellite View (1) Satellite View shall be dedicated and constructed as part of the subdivision improvements of the first plat approved for development Parcels 1, 2, 3, or 4 of this Plan. 10.4 Zodiac Lane (1) Zodiac Lane from Sandy Brook Drive to University Village Drive shall be dedicated and constructed as part of the subdivision improvements of the first plat for development of Parcels 3 or 7. If a development on Parcel 2 or Parcel 4 takes access off of University Village Drive prior to the subdivision improvements of the first plat of Parcels 3 or 7, the dedication and construction of Zodiac Lane shall be required with the development on Parcel 2 or Parcel 4. 10.5 University Village Drive (1) University Village Drive from University Boulevard through the Satellite View intersection shall be dedicated and constructed as part of the subdivision improvements of the first plat approved for development of Parcel 1. (2) University Village Drive from south of the Satellite View intersection through the Zodiac Lane intersection shall be dedicated and constructed as part of the subdivision improvements of the first final plat for development of Parcel 3. If a development on Parcel 2 or Parcel 4 takes access off of University Village Drive prior to the subdivision improvements of the first plat of Parcel 3, the dedication and construction shall be required with the development on Parcel 2 or Parcel 4. 11. ACCESS The access drives recommended per the TIA are described in Figure 2 of Exhibit D and as follows: 21 11.1 Parcel 1 - Access to Parcel 1 is available via four (4) public streets including University Boulevard (existing road), Sandy Brook Drive (existing road), University Village Drive (proposed road), and Satellite View (proposed road extension). All driveway locations shall be approved by the Department of Transportation Services. One (1) access drive shall be permitted to serve Parcel 1 from Sandy Brook Drive. If provided, the drive shall align with one of the existing access drives located across Sandy Brook Drive and serving the development to the west. Two (2) access drives to/from University Boulevard, one (1) access drive to/from University Village Drive to/from the tract east of and to/ from the tract west of University Village Drive, and two (2) access drives to/from Satellite View are permitted. One (1) additional access drive at University Boulevard west of University Village Drive may be permitted consistent with spacing requirements specified in the Transportation Criteria Manual. (1) Driveways to/from University Boulevard shall provide a minimum throat depth of forty feet (40'), as measured from the ultimate right-of-way line. (2) Minimum curb return radii of twenty-five feet (25') shall be provided at driveway intersections with University Boulevard. 11.2 Parcel 2 - Access to Parcel 2 may be provided via the extension of Satellite View and/ or University Village Drive. 11.3 Parcel 3 - No (0) access drives shall be permitted to/from Sandy Brook Drive. Access drives are permitted to/from University Village Drive, Satellite View, and Zodiac Lane. Locations shall be determined by the Department of Transportation Services. 11.4 Parcel 4 - Access to Parcel 4 is permitted from University Village Drive and Satellite View. University Village Drive is intended to connect with the Avery Centre development proposed for the adjacent property to the east. 11.5 Parcel 5 - Access to Parcel 5 is available via the adjacent roadways, University Village Drive and Sandy Brook Drive and further described below in Section 13.5. 11.6 Parcel 6 - Driveway access to/from Parcel 6 is limited to two (2) driveways to Sandy Brook Drive. 22 11.7 Parcel 7 - There are three (3) access possibilities to/ from Parcel 7. Access is available via one (1) driveway at Sandy Brook Drive, one (1) driveway at Zodiac Lane, and one (1) driveway at University Village Drive. 12. STORMWATER DETENTION AND DRAINAGE Storm water detention and water quality facilities in the Plan may be provided through facilities located within Parcel 5, which is designated for OS (Open Space). Detention and/ or water quality facilities shall be permitted in Parcel 5 if such facilities are designed as a site amenity feature open to the public, as described below and approved in writing by the Parks and Recreation Director, the City Engineer, and the Director of Planning and Community Development. All storm water detention and/ or water quality ponds shall be generally located on the northern portion of the Parcel at least 150 feet from University Village Drive. Such facilities shall be contained within an area not to exceed four (4) acres and shall be maintained by a property owner's association. The existing pond may be enhanced to serve the dual role of storm water detention pond and site amenity feature. As such, an earthen berm with a maximum slope of 4:1 and maximum height of six feet (6') shall be constructed to provide for detention and a hike and bike trail. 13. PARKLAND DEDICATION The City of Round Rock parkland dedication requirements (Subdivision and Zoning) shall be met in full by providing the following: 13.1 The area within Parcel 5 shall be dedicated as public parkland according to the requirements of Chapter 8, Section 8.300 of the Code. 13.2 As described in Section 7, Parcel 5 may include underground utility easements, drainage easements, and water quality and detention facilities. Such infrastructure improvements shall not utilize more than six (6) acres of the parcel, including the four (4) acres described in Section 12 above. 13.3 Approximately 3,000 linear feet of concrete or asphalt with concrete ribbon curb trail constructed at a minimum width of six (6) feet shall be provided. The Owner shall construct trails and associated 23 improvements on the Property consistent with the City Parks and Recreation Department Master Plan. Trail location and alignment shall be subject to the approval of the Director of Parks and Recreation. In lieu of trail construction, the Owner may provide the City with a $90,000 payment or a portion thereof, less the amount of trail constructed. In no instance shall the construction of any required sidewalks satisfy trail construction requirements. 13.4 Trails shall be constructed or in -lieu fee shall be provided within one year of parkland dedication and/ or within three (3) years of adoption of this Plan, whichever comes first. Upon completion of the trail construction, the trail shall be dedicated and maintained by the City of Round Rock. The trail shall comply with the American with Disabilities Act Accessibility Guidelines (ADAAG) and the standards set forth in the Texas Architectural Barriers Act (TAS). 13.5 Parking and access to Parcel 5 shall be provided in the form of on - street parking along University Village Drive, as described in Section 10.5 (3). A minimum of 400 linear feet of street frontage adjacent to Parcel 5 shall be provided on University Village Drive. 13.6 If the amount of parkland dedicated to the City exceeds the amount required by Chapter 8, Section 8.300 of the Code, the Owner may transfer up to 22.36 acres of the excess acreage credit to satisfy a portion of the parkland dedication requirement for the adjacent property to the east. If such a transfer of credit occurs, parkland fees of $800 per acre for all non-residential uses on Parcels 1, 2, and 3 shall apply. If development of Parcels 1, 2 and 3 does not occur within five (5) years of approval of this PUD and the non- residential parkland fees have not been collected, then the applicable non-residential fees shall be consistent with Section 8.302(2) of the Code, as amended. 14. GENERAL PLAN 2000 This Plan amends the Round Rock General Plan 2000, adopted on June 10, 1999 and as amended. 15. CONCEPT PLAN AND DEVELOPMENT PROCESS This Plan serves as the Concept Plan required by the Code and approval of this Plan substitutes as a Concept Plan approval, subject to Chapter 8, Section 8.212(5) (a) of the Code. As this is a substituted Concept Plan, 24 utility, drainage, and other infrastructure submittals were not submitted or reviewed with this document, nor have such infrastructure been approved by the City. These items shall be submitted for the review and approval of the City at the Preliminary Plat and subsequent development stages. A phasing plan shall be provided with the Preliminary Plat. The Owner shall be required to complete the remaining steps in the City's development process, which may include subdivision platting and site development. The subdivision platting process includes a Preliminary Plat and a Final Plat. Site development plan(s) must be approved for each project. No site development plan approval on the Property shall be granted until a Final Plat is recorded. No building permit on the Property shall be issued until the site development plan is approved by the Development Review Committee. 16. CHANGES TO AGREEMENT AND DEVELOPMENT PLAN 16.1 Minor Changes Minor changes to this Plan that do not constitute more than ten (10) percent of total project area and do not substantially change this Plan, may be approved administratively, if approved in writing by the City Engineer, the Director of Planning and Community Development, and the City Attorney. 16.2 Major Changes All changes not permitted under Section 16.1 above shall be resubmitted following the same procedure required by the original PUD application. 25 EXHIBIT A Zoning Exhibit Metes and Bounds Description Abel L. Eaves Survey, Abstract No. 215, Williamson County, Texas 1. Parcel 1 12.56 acres 2. Parcel 2 6.06 acres 3. Parcel 3 8.83 acres 4. Parcel 4 5.07 acres 5. Parcel 5 25.82 acres 6. Parcel 6 7.80 acres 7. Parcel 7 7.38 acres TOTAL (Parcels 1 -7) 73.52 acres MAIIELIJII VIEW/ BBEUT OF SIONET BROOK SLCTIGN TRIERS II iJ cf LONDON LOOP BANDY BROOK CAW 1 E' e L14 WATERLINE [ABEND, PARCEL 1 COMMERCIAL 1256 ACRES L5 L6 LI 1 n:a or mu TO DOC." Tgo1046 PARCEL 2 COMMERCIAL 806 ACRES L9 L° PARCEL 4 PUBEIC FACILITIES/MULTI-FAN/UT 6.07 ACRES PARCEL 3 ero065 =Dor SLLWPR B OFFICE 863 C ACRES ENJOY MOO! DOVE I STONBY WOOL SROTION�• � �C e PARCEL 7 \ / OFFICE / TOWNHOUSE 738 ACRES L4 L41 SU11VE� , • F Nva S Nigh TRACT AWRY RANO. CON., LIO 300' TRACT .[B.M As..NA a miiTD w..a.t+. PARCEL 8 TOWNHOUSE 730 ACRES STORMY BRODY 9LTION B WO. BROOK OWE I L. PARCEL 6 OPEN SPACE 2E82 ACRES WM& Of 'TEXAS TO SSG NOLONCS V. BOL N. 2006021.44.8 1 .T''''',177.10.°7000033.391 NNY Er3DEM[BOIP.wE�Ou K vu • iMAIZE A ;.I. vOL 1130 72 1 1 w..a▪ aL+. 452 LAKESIDE SUBDIVISION. D • I &BESIDE SUBDIVISION ..-I SECTION 1 FINAL PLATL I �'� SECTION 4 FINAL PIAT -c7.4.-Alt./89-1. ` [CAB. 0RRM T. . 1 wR. 1 L - - I RECORDERS MEMORANDUM All or part of the text on this page was not clearly legible for satisfactory recordation. 600' 900' ABBREVIATION TABLE NO RN O P P.00. ONT DF COMMENCEMENT P.O.B. PONT OF BEONIMNG 00C DOCUMENT OP.R.W.LT. MO. PROPERTY RECORDS OE MLLMMSol COUNTY. TERAS OEFIOAL RECORDS Cr W.LLMMSON COMM. TEM45 P.R.W.C.T. PLAT RECORDS Of WILLIAMSON COMM TEAS R.O.W. RIONT DE PAT VOL VOLUME PC. PAGE .O. NUMBER PAGE 1 ❑F 2 PATE 4i) SURVEYORS A DIVISION OF PATE ENGINEERS, INC_ >Bo. o, T.... N.E, ,.R,. T. uTar.. B,2>.00BRo•E..s+R, OVERALL UNIVERSITY VILLAGE ZONING EXHIBIT ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. APPROVED 100 ISSUE: ORIGINAL DATE 09/09/2008 ORIGINAL 1' - 300' SCALE PROJECT NO.: 1135-012-00-A800 CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING 01 89'54'06' 20.00' 31.38' N 6557'16" w 28.26' 14 2054'19' w C2 28'48'50" 20.00' 10.06' N 0642'59' W 9.95' N 68'52'36- E C3 35'24'43' 500.50' 309.34' 5 0746'02" E 304.44' 19 C4 070137' 760.00' 13.62' N 14'25'31' E 13.62' N 69'08'34' E 05 15'02'51' 760.00' 199.60' N 0724'55" E 199.02' N 89'53'29' E C6 15'10'10' 760.00' 201.21' N 06'19'38" E 200.63' S 760517' E C7 24'19'29' 460.00' 195.29' N 13'25'12 W 193.83' N 64'25'04" E 08 4703'32" 400.00' 293.62' 5 85'26'50' W 287.08' 159.96' C9 83'12'07' 20.00' 29.04' 14 31'05'53' W 26.56' N 17'18'04' E 010 31'01'07' 435.63' 235.84' S 05'15'35" E 232.97' N 20'51'26' w 011 89'19'49` 20.00' 31.18' N 273450' E 28.12' 666.63' 012 8915'21' 20.00' 31.16' N 65'25'42" w 28.10' N 2003'23' W C13 90'26'12" 20.00' 31.57' N 24'16'02" E 28.39' N 69'02'56" E 014 91'15'25' 20.00' 31.85' N 65'16'08" W 28.59' N 20'53'21" W C15 91721'12" 20.00' 31.54' N 23'42'56- E 28.37' N 68'32'21' w C16 88'19'14" 20.00' 31.18' N 65'38'49" W 28.12' N 2018'26" w C17 9029'23" 20.00' 31.59' N 24'09'54' E 28.40' N 6655'12" E C18 25'00'16' 807.50' 352.40' S 3746'55" E I 349.61' L4-4 019 24'42'07' 492.50' 212.33' N 3756'00" W 210.69' N 64'25'04 E C20 663702" 333.33' 387.56' 14 01'39'02' W 366.10' N 55'02'26" E 021 0652'48" 435.63 67.52' 5 2718'01" W 67.45' N 561535 W C22 83'12'35- 20.00' 29.05' N 64'2758' E 26.56' N 21'13'40' W C23 071719' 807.50' 102.72' S 46'38'24' E 102.65' 267.53' C24 1742'57' 807.50' 249.68' 5 34'08'16' E 248.69' S 4700'15" W C25 89-58'58' 20.00' 31.41' N 23'45'49' E 28.28' N 34'37'03" W C26 12'28'44' 333.33' 72.60' N 41'1755` w 72.45' 14 4733'43" E C27 89'58'58' 20.00' 31.41' N 5613'09` W 28.28' N 21'12'38" W C28 2611'07' 480.9B' 219.82' 5 34'19'15' E 217.91' N 8010'39- w C29 01'08'56' 760.00' 15.24' N 00'40'59' w 15.24' 211.40' RECORDERS MEMORANDUM All or part of the text on this page was not clearly legible for satisfactory recordation. LINE BEARING DISTANCE 11 14 20'51'26" W 25.00' L2 N 20'50'18" W 497.93' L3 N 69'3737' E 1012.44' L4 S 17'11'36' E 546.86' 1.5 S 69'08'34' W 960.06' L6 N 69'08'34' E 570.23' L7 5 20'28'23' E 50.79' L8 N 14'56'20" E 226.78' 19 5 69'08'34' W 334.85' 110 N 2051'26' w 535.24' 111 N 69'08'34' E 211.64' L12 S 171736' E 704.88' 113 S 683700" W 488.40' 114 N 69'08'34' E 178.19' 115 5 01'15'27' E 365.94' 116 N 64'25'04` E 60.54' 117 N 73.3724' W 42.31' 118 9 16'28'35 E 30.00' 119 N 20-53'51 W 50.00' 120 N 2855'08` W 159.96' L21 N 20'55'24' W 49.85' L22 N 20'50'46" w 199.64' 123 N 20'54'28' w 49.64' 124 N 20'53'44" W 199.92' L25 N 20'51'26' w 25.00' L26 N 1711'36" W 636.50 1.27 5 1720'47' E 666.63' 128 S 39'53'18` E 911.10' L29 S 5655'53' w 124.96' L30 5 44'45'55" W 8.98' L31 5 63'42'57' W 106.67' L32 N 79'54'34' w 84.66' 132 N 65'30'23" W 128.43' 134 5 71'47'06" W 39.98' 135 N 6741'30' W 99.05' L36 N 44'13'33" w 188.80' 137 N 4041'37" W 275.54' L38 N 24'08'21" W 221.02' L39 N 32'38'44' W 98.86' 140 5 25'16'47` E 158.10' 141 N 64'25'04' E 32.50' 142 N 64'25'04" E 28.04' 143 I 5 65'42'42" w 377.25- L4-4 5 4655'09" w 270.00' L45 S 2724'55' W 178.02' 146 5 13'29'24' W 60.37' 147 5 85'06'10' W 177.06' 148 S 31'4722' w 374.48' L49 N 1628'36" E 30.00' 150 5 71'47'06' w 53.98' L51 S 11'26'34' E 360.66' 152 5 68'46'33' W 1026.21' L53 N 21'13'40' W 104.68' L54 N 21'13'40' W 50.00' 155 N 6646'20" E 267.53' 156 6 2329'29` W 40.69' 157 N 10'00'09' W 220.99' 158 N 35'49'52" w 144.22' 159 14 01'35'24' W 109.71' 160 N 34'37'03" W 54.37' 161 N 19'4725" E 107.41' L62 N 2644'31' W 85.74' L63 N 04'09'46' E 71.11' 164 N 3609'23 w 33.20' L65 N 870702' w 95.91' L66 N 01'36.55' w 125.69' 167 N 8010'39- w 116.52' 168 5 51'28'34' w 118.98' L69 5 62'45'36" W 211.40' 170 N 4724'09" w 125.65' 171 N 21'13'40' W 699.42' L72 N 472409 W 49.24' PAGE 2 of 2 PATE 4 SURVEYORS A DIVISION OF PATE ENGINEERS, INC_ 14.1 GWW .� 1.... 1w,_ S1. SS. -...4. 14 141S...1.1:3waO600.1.a412.11}6.04-....m..v...., OVERALL UNIVERSITY VILLAGE ZONING EXHIBIT ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRA514 RG. APPROVED FOR 1591.16: 8IGIH L 09/09/2008 5( Al 1" = 300' 1SSJE PROJECT NO.: 1135-012-00-A800 PARCEL 1 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 12.56 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 12.56 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a '/2" iron rod found with a Baker-Aicklen cap in the southerly right-of-way line of University Boulevard (width varies) as recorded in Volume 1712, Page 789 Official Records of Williamson County, Texas (Chandler Road width varies, County Road 114) for the corner common to the northwest corner of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas and the northeast corner of said 98.20 acre tract, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; THENCE, South 17°11'36" East, a distance of 546.86', continuing with the line common to the west line of said Avery Ranch Company tract and the east line of said 98.20 acre tract, also common to said Boundary Line Agreement; THENCE, South 69°08'34" West, a distance of 960.06' over and across said 98.20 acre tract, to a point in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 3A as recorded in Cabinet 0, Slides 318-319, in the Plat Records of Williamson County; THENCE with the said common easterly right-of-way line Sandy Brook Lane and the west line of said 98.20 acre tract, the following four (4) courses and distances; 1. North 20°51'26" West, a distance of 25.00' to a '/2" iron rod found for the point of curvature of a curve to the right from which the radius bears North 20°54'19" West, a Delta Angle of 89°54'06", and a Radius of 20.00'; 2. With said curve to the right a Chord Bearing of North 65°57'16" West, a Chord Distance of 28.26', and an Arc Distance of 31.38' to a'/2" iron rod found for the end of the curve herein described; Page 2 of 2 3. North 20°50'18" West, a distance of 497.93' to a 'A" iron rod with a Pate cap found for the point of curvature of a curve to the right from which the radius bears North 68°52'36" East, a Delta Angle of 28°48'50", and a Radius of 20.00'; 4. With said curve to the right a Chord Bearing of North 06°42'59" West, a Chord Distance of 9.95', and an Arc Distance 10.06'to a '/2" iron rod with Baker-Aicklen cap found for the end of the curve herein described, and falling in the southerly right-of-way of said University Boulevard; THENCE North 69°31'37" East, a distance of 1,012.44' with the line common to the said southerly right-of-way of University Boulevard and the northerly line of said 98.20 acre tract to the POINT OF BEGINNING of the tract herein described and containing 12.56 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. ABBREVIATION TABLE FND. FOUND P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT O.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF WILUAMSON COUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS R.O.W. RIGHT OF WAY VOL VOLUME PG. PAGE N0. NUMBER SANDY BROOK DRIVE (60' CAB. 0. SL. 318-319 P.R.W.C.T. -I SATELLITE VIEW ----� 0' 200' 400' 600' IIIII E MI (CHANDLER ROAD,) UNIVERSITY BLVD (R.O.W. VARIES) (COUNTY ROAD NO. 114) (0.325 ACRES) WITH 1/2 1. ROD RDT CAP N 69°31'37" E 1012.44' VOL. 1712, PG. 789 O.R.W.C.T. () FND. 1/2 1. ROD WITH PATE CAP DOC. NO. 2004017956 O.P.R.W.C.T. P.OB. FND. 1/2 1. ROD WITH KA CAP WATERLINE EASEMENT N 20°50'18" W PARCEL 1 COMMERCIAL 12.56 ACRES BOUNDARY UNE AGREEMENT VOL 958 PG. 772 -CO D.R.W.C.T. CO CO = d, 3" 87 1 D 1- m W 0X ZO C{ m0 m• CGI 0 Z > 2 1D 27 O—In >>Z�j 0 0 0 > M ,7, 0 f1 "•I ;10G �T� • In o7( -0 • - 7• 1m w m PI REPLAT OF STONEY BROOK SECTION THREE "A" S 69°08'34" W 960.06' 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 89'54'06" 20.00' 31.38' N 6657'16" W 28.26' N 20'54'19" W C2 28'48'50" 20.00' 10.06' N 0642'59" W 9.95' N 6652'36" E LINE BEARING DISTANCE L1 N 20'51'26" W 25.00' SYMBOL LEGEND ® FOUND 1/2" IRON ROD UNLESS OTHERWISE NOTED O CONTROLLING MONUMENT • CALCULATED POINT PATE 4 SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Capital of Texas Hwy., Ste. 350•Austin, TX 78731•Ph512•340•0600•Fax512•3400504.www.pateeng.com UNIVERSITY VILLAGE ZONING EXHIBIT 12.56 ACRES PARCEL 1 ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.C. APMOVED FW ISSUE: Apr ORIGINAL ORIGINAL 1" = 200' ISSUE DATE: 09/09/08 SCALE JOB NO.: 1135-012-00-A600 PARCEL 2 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 6.06 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 6.06 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED 1N DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. COMMENCING at a '/2" iron rod found with a Baker-Aicklen cap in the southerly right-of- way line of University Boulevard (width varies) as recorded in Volume 1712, Page 789 Official Records of Williamson County, Texas (Chandler Road width varies, County Road 114) for the corner common to the northwest corner of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas and the northeast corner of said 98.20 acre tract, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas, from which a %2" iron rod with Bernhardt cap found for a northwest corner of said 98.20 acre tract, common to a point in the south line of said University Boulevard bears South 69°31'37" West, a distance of 1012.44' THENCE, South 17°11'36" East, a distance of 546.86', with said common line to a point for a corner; THENCE, South 69°08'34" West, a distance of 211.64', crossing said 98.20 acre tract to the POINT OF BEGINNING of the herein described tract THENCE, over and across said 98.20 acre tract the following seven (7) courses and distances; 1. South 20°28'23" East, a distance of 50.79' to the point of curvature of a curve to the right having a Delta angle of 35°24'43", and a radius of 500.50'; 2. Along said curve to the right a Chord Bearing of South 02°46'02" East, a Chord Distance of 304.44', and an Arc Distance of 309.34'to the end of curve; 3. South 14°56'20" West, a distance of 226.78' to the point of curvature of a curve to the left having a Delta angle of 01°01'37", and a radius of 760.00'; 'Page 2 of 2 4. Along said curve to the left a Chord Bearing of South 14°25'31" West, a Chord Distance of 13.62', and an Arc Distance of 13.62'to the end of curve; 5. South 69°08'34" West, a distance of 334.85' to a point for a corner; 6. North 20°51'26" West, a distance of 535.24' to a point for a corner; 7. North 69°08'34" East, a distance of 570.23' to the POINT OF BEGINNING of the tract herein described and containing 6.06 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 A/b46- 7-L4K Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. til z J OC Q P Li 1'CO leco- .J� CC Q a z /Q VJ TRACT 1 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, III, TRUSTEE TO AVERY RANCH COMPANY, LTD. DOCUMENT NO. 2002071336 0.P.R.W.C.T. J N 69°08'34" E • 11 Cd0 N .m aatal_ Nr �N w w (1) VO 00U N F O) _ J'J (U A DIVISION OF 1135-012-00-A800 JOB NO.: cn wLy ce O 0 m CL N NOF O ,T'Z'9£S M „92,TSon N ej • CA /Z IR—, = Oon RADIAL BEARING PAGE 2 OF 2 PATE • SURVEYO] A DIVISION OF PATE ENGINEERS, II Dl Capitol of Texas Hwy.. Ste. 3S0•AaetIn. TX 78731 •Ph512.340.0600•Fos512340.0604•• JNIVERSITY VILLAGE ZONING EXI 6.06 ACRES PARCEL 2 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS ORIGINAL ORIGINAL 1. ISSUE DATE: 09/09/08 SCALE JOB NO.: 1135-012-00-A CHORD LENGTH 304.44' N c0 r7 u 1 a PpOVEN FOR ISSUE: 1P. I J o %-s ) BEARING W Nr" O -co '25'31 " W DISTANCE -•N O Ln 6 N N 334.85' 546.86' CO r- N 1012.44' CHORE S 02' S 14 BEARING S 20°28'23" E S 14°56'20" W S 69°08'34" W W S 69'08'34" W M „L2,1.2.69 S ARC LENGTH 309.34' N c H co rr) s - k SYMBOL LEGEND JND 1/2" IRON ROD UNLES: 1ERWISE NOTED NTROLLING MONUMENT LCULATED POINT W Z — N J r� J J in J c0 J --1 J U)^ O )S'00S navel 0 (0 r\ W DELTA ANGL 35'24'43" r, r1 O O ABBREVIATION TABLE FND. FOUND P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT 0.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF WLUAMSON COUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS R.O.W. RIGHT OF WAY VOL. VOLUME PG. PAGE NO. NUMBER CURVE ,-- U N U PARCEL 3 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 8.83 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 8.83 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a '/2" iron rod found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 3A as recorded in Cabinet 0, Slides 318-319, in the Plat Records of Williamson County, Texas common to an westerly comer of said 98.20 acre tract; THENCE North 20°51'26" West, a distance of 25.00' with the said common easterly right-of- way line of Sandy Brook Drive and the west line of said 98.20 acre tract, to a point for a corner; THENCE leaving said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following nine (9) courses and distances; 1. North 69°08'34" East, a distance of 178.19' to a point for a corner; 2. South 20°51'26" East, a distance of 535.24' to a point for a corner; 3. North 69°08'34" East, a distance of 334.85'to a point on a curve to the left having a Delta angle of 15°10'10", a radius of 760.00', and from which point the radius bears South 76°05'17" East; 4. Along said curve to the left a Chord Bearing of South 06°19'38" West, a Chord Distance of 200.63', and an Arc Distance of 201.21' to the end of the curve herein described; 5. South 01°15'27" East, a distance of 365.94' to the point of curvature of a curve to the left, having a Delta Angle of 24°19'29", a Radius of 460.00'; 6. Along said curve to the left a Chord Bearing of South 13°25'12" East, a Chord Distance of 193.83', and an Arc Distance of 195.29' to the end of the curve herein described; 7. South 64°25'04" West, a distance of 60.54'to the point of curvature of a curve to the right, having a Delta angle of 42°03'32", and a radius of 400.00'; Page 2 of 3 8. Along said curve to the right a Chord Bearing of South 85°26'50" West, a Chord Distance of 287.08 ', and an Arc Distance of 293.63' to the end of the curve herein described; 9. North 73°31'24" West, a distance of 42.31' to a point in the easterly right-of-way line of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 5 as recorded in Cabinet Y, Slides 184, in the Plat Records of Williamson County, Texas common to a point in the westerly line of said 98.20 acre tract; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following sixteen (16) courses and distances; 1. North 16°28'36" East, a distance of 30.00' to a 1/2" iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 17°18'04" East, a Delta Angle of 83°12'07", and a radius of 20.00'; 2. With said curve to the right a Chord Bearing of North 31°05'53" West, a Chord Distance of 26.56', and an Arc Distance of 29.04' to a 1/2" iron rod with Baker-Aicklen cap found for the reverse curvature of a curve to the left from which the radius bears North 79°45'02" West, a Delta Angle of 31°01'07", and a Radius of 435.63; 3. With said curve to the left a Chord Bearing of North 05°15'35" West, a Chord Distance of 232.97', and an Arc Distance of 235.84' to a '/2" iron rod with RJE&S cap found for the reverse curvature of a curve to the right from which the radius bears North 68°54'55" East, a Delta Angle of 89°19'49", and a Radius of 20.00'; 4. With said curve to the right a Chord Bearing of North 23°34'50" East, a Chord Distance of 28.12', and an Arc Distance of 31.18' to a 1/2" iron rod with RJE&S cap found for the end of the curve herein described; 5. North 20°53'54" West, a distance of 50.00' to a 1/2" iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 20°03'23" West, a Delta Angle of 89°15'21", and a Radius of 20.00'; 6. With said curve to the right a Chord Bearing of North 65°25'42" West, a Chord Distance of 28.10', and an Arc Distance of 31.16' to a'' /2" iron rod with RJE&S cap found for the end of the curve herein described; 7. North 20°55'08" West, a distance of 159.96' to a 1/2" iron rod with Baker-Aicklen cap found for the point of curvature of a curve to the right from which the radius bears North 69°02'56" East, a Delta Angle of 90°26' 12", and a Radius of 20.00'; 8. With said curve to the right a Chord Bearing of North 24°16'02" East, a Chord Distance of 28.39', and an Arc Distance of 31.57' to a 1/2" iron rod with RJE&S cap found for the end of the curve herein described; 9. North 20°55'24" West, a distance of 49.85' to a 1/2" iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 20°53'51" West, a Delta Angle of 91°15'25", and a Radius of 20.00'; Page 3 of 3 10. With said curve to the right a Chord Bearing of North 65°16'08" West, a Chord Distance of 28.59', and an Arc Distance of 31.85' to a '/2" iron rod with RJE&S cap found for the end of the curve herein described; 11. North 20°50'46" West, a distance of 199.64' to a '/2" iron rod found for the point of curvature of a curve to the right passing at 119.53', the north line of said STONEY BROOK SECTION 5 and the south line of said REPLAT OF STONEY BROOK SECTION 3A, from which the radius bears North 68°32'21" East, a Delta Angle of 90°21'12", and a Radius of 20.00'; 12. With said curve to the right a Chord Bearing of North 23°42'56" East, a Chord Distance of 28.37', and an Arc Distance of 31.54' to a found '/2" iron rod for the end of the curve herein described; 13. North 20°54'28" West, a distance of 49.84' to a '/2" iron rod found for the point of curvature of a curve to the right, from which the radius bears North 20°18'26" West, a Delta Angle of 89°19'14", and a Radius of 20.00'; 14. With said curve to the right a Chord Bearing of North 65°38'49" West, a Chord Distance of 28.12', and an Arc Distance of 31.18' to a '/2" iron rod found for the end of the curve herein described; 15. North 20°53'44" West, a distance of 199.92' to a '/2" iron rod found for the point of curvature of a curve to the right from which the radius bears North 68°55'12" East, a Delta Angle of 90°29'23", and a Radius of 20.00'; 16. With said curve to the right a Chord Bearing of North 24°09'54" East, a Chord Distance of 28.41', and an Arc Distance of 31.59' to the POINT OF BEGINNING of the herein described tract and containing 8.83 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 AL /‘A-5 Neil Hines,1P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. SATELLITE VIEW REPLAT OF STONEY BROOK SECTION THREE "A" L2 IRON ROD — _2 o LORSON LOOP SANDY BROOK DRNE (60' R.O318 \ ' LAB. O. SL. 318-319 SYIA3OL LEGEND 0 FOUND 1/2' IRON ROD UNLESS OTHERWISE NOTED Q CONTROLUNG MONUMENT • CALCULATED POINT J STONEY BROOK SECTION 5 SANDY BROOK DRIVE (60' R.D.W.) CAB. Y. SL. 184 z • FND. 1/2 I. RODS WITH RJEIS CAP • FND. 1/2 I. ROD WITH RJEIS CAP FND. 1/2 I. ROD VITH BIA CAP S 20051'26" 0' 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. 200' 400' 600' N 69°08'34" E 334.85' PARCEL 3 OFFICE 8.83 ACRES 0, FND. 1/2 1. RODS WITH RJEIS CAP GC3 FND. 1/2 I. RODS WITH RJEIS CAP FND. 1/2 I. ROD WITH /MA CAP 4J‘1= - 98.20 P 98.20 ACRES THE STATE OF TEXAS c3 TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. cv U 02 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. ABBREVIATION TABLE FND. FOUND P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT 0.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF WILUAMSON COUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS R.O.W. RIGHT OF WAY VOL VOLUME PG. PAGE NO. NUMBER PAGE 1 OF 2 PATE9 SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Cop6al at Texas Hwy., Ste. 350•Austln, TX 76731•Ph512 340-0600•Fee512.34470604.www.pateeng.com UNIVERSITY VILLAGE ZONING EXHIBIT 8.83 ACRES PARCEL 3 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. APPROVED FO ISSUE: tvLti/A./CX ORIGINAL ISSUE DATE: 09/09/08 ORIGINAL 1• = 200, SCALE JOB NO.: 1135-012-00—A800 CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 15'10'10" 760.00' 201.21' S 06'19'38" W 200.63' S 76'05'17" E C2 24'19'29" 460.00' 195.29' S 13'25'12" E 193.83' C3 42'03'32" 400.00' 293.63' S 85'26'50" W 287.08' C4 83'12'07" 20.00' 29.04' N 31'05'53" W 26.56' N 17'18'04" E C5 31'01'07" 435.63' 235.84' N 05'15'35" W 232.97' C6 89'19'49" 20.00' 31.18' N 23'34'50" E 28.12' C7 89'15'21" 20.00' 31.16' N 65'25'42" W 28.10' N 20'03'23" W C8 90'26'12" 20.00' 31.57' N 24'16'02" E 28.39' N 69'02'56" E C9 91'15'25" 20.00' 31.85' N 65'16'08" W 28.59' N 20'53'51" W C10 90'21'12" 20.00' 31.54' N 23'42'56" E 28.37' N 68'32'21" E C11 89'19'14" 20.00' 31.18' N 65'38'49" W 28.12' N 20'18'26" W C12 90'29'23" 20.00' 31.59' N 24'09'54" E 28.40' N 68'55'12" E LINE BEARING DISTANCE L1 N 20'51'26" W 25.00' L2 N 69'08'34" E 178.19' L3 S 64'25'04" W 60.54' L4 N 73'31'24" W 42.31' L5 N 16'28'36" E 30.00' L6 N 20'53'54" W 50.00' L7 N 20'55'08" W 159.96' L8 N 20'55'24" W 49.85' L9 N 20'50'46" W 199.64' L10 N 20'54'28" W 49.84' L11 N 20'53'44" W 199.92' PAGE 2 OF 2 PATE:, SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 71301 Capitol of Texas Hwy., Ste. 350•Aostin. TX 79731 •Ph5123400600•Fos512.340-0604-www.poleeng.com UNIVERSITY VILLAGE ZONING EXHIBIT 8.83 ACRES PARCEL 3 ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. ORIGINAL ISSUE DATE: ORIGINAL 1• - 200' APP OIIED FQR ISSUE: 09/09/08 SCALE ���/t/i.,/g JOB NO.: 1135-012-00-A800 PARCEL 4 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 5.07 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 5.07 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED 1N DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. COMMENCING at a '/2" iron rod found with a Baker-Aicklen cap in the southerly right-of- way line of University Boulevard (width varies) as recorded in Volume 1712, Page 789 Official Records of Williamson County, Texas (Chandler Road width varies, County Road 114) for the corner common to the northwest comer of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas and the northeast corner of said 98.20 acre tract, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; THENCE, South 17°11'36" East, a distance of 546.86', with said common line to the POINT OF BEGINNING of the tract herein described; THENCE, South 17°11'36" East, a distance of 704.88', continuing with the line common to the west line of said Avery Ranch Company tract and the east line of said 98.20 acre tract, also common to said Boundary Line Agreement; THENCE, over and across said 98.20 acre tract the following six (6) courses and distances; 1. South 69°37'00" West, a distance of 488.40' to a point on a curve to the right having a Delta angle of 15°02'51", a radius of 760.00', and from which point the radius bears North 89°53'29" East; 2. Along said curve to the right a Chord Bearing of North 07°24'55" East, a Chord Distance of 199.02', and an Arc Distance of 199.60'to the end of curve; 3. North 14°56'20" East, a distance of 226.78' to a point on a curve to the left having a Delta angle of 35°24'43", and a radius of 500.50'; Page 2 of 2 4. Along said curve to the left a Chord Bearing of North 02°46'02" West, a Chord Distance of 304.44', and an Arc Distance of 309.34'to the end of curve; 5. North 20°28'23" West, a distance of 50.79' to a point for a corner; 6. North 69°08'34" East, a distance of 211.64', to the POINT OF BEGINNING of the herein described tract and containing 5.07 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 L Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 15'02'51" 760.00' 199.60' N 07'24'55" E 199.02' N 89'53'29" E C2 35'24'43" 500.50' 309.34' N 02'46'02" W 304.44' UNIVERSITY BLVD (R.O.W. VARIES) - — -- — — — — — (0.325 ACRES) (CHANDLER ROAD,) VOL. 1712, PG. 789 (COUNTY ROAD NO. 114) O.R.W.C.T. P.O.C. 1//22'1 ROD TRACT 1 WITH DIA CAP 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, III, TRUSTEE vi- TO BOUNDARY UNE AGREEMENT --I AVERY RANCH COMPANY, LTD. VOL. 958 PG. 772 DOCUMENT NO. 2002071336 D.R.W.C.T. 0.P.R.W.C.T. 0' 200' 400' 600' L3 P•O.B. mu mu um 98.20 ACRES ITHE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. ts,c7 VD co v.�vtS 4 ��� L 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, III, P W TRUSTEE TO AVERY RANCH COMPANY, LTD. cl DOCUMENT NO. 2002071336 vy .ter 0.P.R.W.C.T. I' PARCEL 4 v, ABBFIEW1T10N TABLE PUBLIC FACILITIES/MULTI-FAMILIY 5.07 ACRES FND. FOUND P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING DOC DOCUMENT 0.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF 1MWAMSON COUNTY. TEXAS O.R.W.C.T. OFFICIAL RECORDS OF S 69"37'00" W 488.40' J 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS. LP. DOC. No. 2008021486 0.P.R.W.C.T. WILD/MON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS OF WILUAMSON COUNTY, TEXAS R.O.W. RIGHT OF WAY VOL. VOLUME PG. PAGE NO. NUMBER SYMBOLr �N ODDUNLESS 0FOUND 1/ ROD PATE ��:• SURVEYORS OTHERWISE NOTED A CONTROLLING MONUMENT A DIVISION PATE ENGINEERS, INC. CALCULATED POINT FND. 1/2 I. ROD 7801 Capital of Taos Hwy.. 01.. 350•Austin, TX 78731•Ph5/23460600•Fa 51234U0504•www,poteen9.w,n • UNIVERSITY VILLAGE ZONING EXHIBIT LINE BEARING DISTANCE 5.07 ACRES L1 N 14'56'20" E 226.78' PARCEL 4 L2 N 20'28'23" W 50.79' ABEL L. EAVES SURVEY, A-215 L3 N 69'08'34" E 211.64' WILLIAMSON COUNTY, TEXAS L4 S 17'11'36" E 546.86' L5 S 17'11'36" E 636.50' DRAWN: R.C. ORIGINAL ORIGINAL APPS ISSUE DATE: 09/09/00 1' = 200' SCALE GD .ISLE: �� �7/•vb JOB NO.: 1135-012-00-A800 PARCEL 5 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 25.82 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 25.82 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01- 035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a '/2" iron rod found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 6 as recorded in Cabinet Y, Slides 323-324, in the Plat Records of Williamson County, Texas common to the southwest corner of said 98.20 acre tract and common to a point in the north line of LAKESIDE SUBDIVISON SECTION ONE according to the plat thereof recorded under Cabinet R, Slides 189-190 in the Plat Records of Williamson County Texas; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following three (3) courses and distances; 1. North 21°13'40" West, a distance of 104.68', to the point of curvature of a curve to the right, having a delta angle of 89°58'58", a radius of 20.00'; 2. Along said curve to the right a Chord Bearing of North 23°45'49" East, a Chord Distance of 28.28', and an Arc Distance of 31.41', and from which point a %2" iron rod with a G&R cap found bears North 54°26'06" West, a distance of 0.15'; 3. North 21°13'40" West, a distance of 50.00' to a point for a corner from which point a' 'A" iron rod with a G&R cap found bears South 37°27'53" West, a distance of 0.13'; THENCE leaving said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following fifteen (15) courses and distances; 1. North 68°46'20" East, a distance of 267.53' to a point for a corner; 2. North 23°29'29" West, a distance of 40.69' to a point for a corner; 3. North 10°00'09" West, a distance of 220.99' to a point for a corner; 4. North 35°49'52" West, a distance of 144.22' to a point for a corner; 5. North 01°35'24" West, a distance of 109.71' to a point for a corner; 6. North 34°37'03" West, a distance of 54.37' to a point for a corner; 7. North 19°41'25" East, a distance of 107.41' to a point for a corner; Page 2 of 3 8. North 28°44'31" West, a distance of 85.74' to a point for a corner; 9. North 04°09'46" East, a distance of 71.11' to a point for a corner; 10. North 36°09'23" West, a distance of 33.20' to a point for a comer; 11. North 87°07'02" West, a distance of 95.91' to a point for a corner; 12. North 01°36'55" West, a distance of 125.69' to a point for a comer; 13. North 80°10'39" West, a distance of 116.52' to a point for a comer; 14. South 51°28'34" West, a distance of 118.98' to a point for a comer; 15. South 62°45'36" West, a distance of 211.40' to a point for a corner in the said easterly right-of- way line Sandy Brook Drive, common to a point in the west Line of said 98.20 acre tract; THENCE with the said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, the following two (2) courses and distances; 1. North 47°24'09" West, a distance of 125.825' to the point of curvature of a curve to the right, having a delta angle of 12°28'44", a radius of 333.33', and from which point the radius bears North 42°33'43" East; 2. Along said curve to the right a Chord Bearing of North 41°11'55" West, a Chord Distance of 72.45', and an Arc Distance of 72.60'to the end of curve; THENCE leaving said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following twelve (12) courses and distances; 1. North 85°06'10" East, a distance of 177.08' to a point for a corner; 2. North 13°29'24" East, a distance of 60.37' to a point for a comer; 3. North 22°24'55" East, a distance of 178.02' to a point for a corner; 4. North 48°55'09" East, a distance of 270.00' to a point for a corner; 5. North 65°42'42" East, a distance of 377.25' to the point of curvature of a curve to the right, having a delta angle of 17°42'57", a radius of 807.50', and from which point the radius bears South 47°00'15" West; 6. Along said curve to the right a Chord Bearing of South 34°08'16" East, a Chord Distance of 248.69', and an Arc Distance of 249.68'to the end of curve herein described; 7. South 25°16'47" East, a distance of 158.10' to a point for a corner; 8. South 32°38'44" East, a distance of 98.86' to a point for a comer; 9. South 24°08'21" East, a distance of 221.02' to a point for a corner; 10. South 40°41'37" East, a distance of 275.54' to a point for a comer; Page 3 of 3 11. South 44°13'33" East, a distance of 188.80' to a point for a corner; 12. South 67°41'30" East, a distance of 99.05' to a point in the south line of said 98.20 acre tract, common to a point in a northwesterly line of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; THENCE with the said common line of 98.20 acre tract, 1200.19 acre tract, and boundary line agreement, the following two (2) courses and distances; 1. South 71°47'06" West, a distance of 53.98' to Y2" iron rod found for an easterly corner of the said 98.20 acre tract; 2. South 11°26'34" East, a distance of 360.66' to rail road spike found for the corner common to the northeast corner of LAKESIDE SUBDIVISION SECTION FOUR as recorded in Cabinet X, Slides 285-286 of the Plat Records of Williamson County, Texas, a southerly corner of said 98.20 acre tract, a westerly corner of said 1200.19 acre tract and the most southeasterly corner of the tract herein described; THENCE South 68°46'33" West, a distance of 1026.21' with the line common to the south line of said 98.20 acre tract and the north line of said LAKESIDE SUBDIVISION SECTION FOUR and the north line of said LAKESIDE SUBDIVISON SECTION ONE to the POINT OF BEGINNING of the herein described tract and containing 25.82 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 /VLA/ L �'7ltJb�i Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. 009V-00-8 TO -99 :"014 Hor oo£ _ .l 31VOS lVNI01a0 80/60/60 :31V0 3ns51 IVNIJla0 3nss1 814 03n08ddV uollep.loaa.l kIolaelsues lo3 a1QL3a1 XI.Iea1a lou sem abed slyl uo lxal 341 Jo lied to uv bliaCINId2IO14 IIAI SWIG -21031H '0'8 :NMVaa SVX31 'A1NnoO NOSINWI11IM 945-V `A3AIins SJAV3 129V 9 13OI:IVd SMIOV Z8.9Z II8IHX8 ONINOZ 3OY11IA kLIS88AINf1 woa•6uaoloE•wu.y0g00y£ZLS��3.0090 Oy[ZlS4d• L LBL XL 'Li!1Mtl•OS[ 'o!S " H •oval Lo IOl!d03 LOnL '3N1 `S2133NI9N3 31Vd AO NOISIAIG V STOA EAarIS •• TINd • Z J❑ l 39dd ,006 ,009 ,00E '1'311'21'd'0 3X1dS OWN 9££LLOZOOZ 'ON 1N3Nn300 tiva Ow '011 'ANVdIN03 HONV! Ael3AV 01 331Sna1 'III 'A83AV NVH033N S31 VH3 30115321 S3213V 61'00Z1 1 L3VH1 1C1 1'3'M'a'0 ZLL 'Od 1156 10A 1N31V33210tl 3Nf1 A NONf108 62'I 9E'L ,0 a39NfN 'ON 30Vd 'Od 314n10A '10A AVM 30 1HOI21 SVX31 'A1Nn03 NOSNV1111M 30 SO80338 1Vld '1'31A1I'd SVX31 'ALNnOo NOSWVIII!M 40 S080338 1V131330 '1'31C8'0 SVX31 'AINnOo NOSNVIIIIM !0 s08o3321 A183d08d 1V131330 '1'31A'a'd'0 1N3w(1000 300 ONINNI039 30 1NIOd 1N3Y133N3114100 30 1N10d ON003 'ON3 318Y1 NO(LVI V 1NIod 031V1n31V3 1 N 3 N f N0 Y1 O N 1110 a1 NO3 0310N 3SIM83H10 SS3iNn ma NO8I WI. ONn03 Q8O71108NA8 • 00 11 'r3'M'a'd '1'0'M'tl'd e I I 061-691"1S_.8 9V3 _ _33 yez 9ez x 'two .LV'Id TVNIA NOLLS_ ` V Id 'IVNI1 i' xvS I 1 NOISLAIO8IIS 3QIS�IV I Notswaans amnia — Eel Ooa NOa1 .5/L •ON3 - 1 1 'BOA ,51'0 M •90,95.95 N StlV3B dtl3 -1'3'M'tl'0 0V0 H11M 005 5051 .5/1 0Nf104 ZLL 'Od 555 10A 'I 3'M11'd'0 r...1 1N3W33a0V 3511 Aa!ONfx)8 L6££S0000Z 'ON '300 1N3113923 30VNIV!O 831VM 1140.1..S," ---•EZ Nr L>�35 O 9841509005 '011 'MO dl 'SONI010H 99S 01 SVX31 30 31V1S 3141 S383V OZ'96 421 9E1 E0 1'371A'a'd'0 9941Z0900Z 'oN '300 'dl 'SONIO1OH 88S 01 SVX31 30 31V1S 3141 S3213V OZ'96 S3a0V Z8.9Z sOddS N3dO 9 123 IVd C1 01 91 91 61 011 TTL TET'I 1,VI 011 li I( rTi 1• N I I - I _L -----I-1 11 TO�— — — - re, sviii-asTa.17c 511538 dV3 8155 H11M 008 508! .1/1 5N004 '1'3'M'a'd V9E-C9C '1S '8 '8V3 I-- ('M'0'a ,09) 3AI1:14 )IOO1:18 AGMS 1'3'M'2J'd'0 699ZO400Z 'ON '300 £Z£ 'IS A '8V3 S383V £LS'il 9 N01133S NO0218 A3NO1S 501 61'I TM C / \ N 008V-00—ZTO-51uTT :"OM aof Sam � Y 3(1581 03AOEl dV 31V3S oof _ 'f IVNI0910 90/60/60 :31V0 3fssI 1YNIOOIO •0•N :mom SVX31 `AJ.NfOO NOSWVITIIM SlZ-V `A3A>:If S SAV 1 138V 9 "Baltic! S31:I0V Z8'SZ II8IHX2 ONINOZ 2OVTIIA kusuDAINf woo•oaaalod•raa,.Y090-01PVZLSxc4•0090MfZ L 'ld• ILL XL 'u01oy.0St •%S '•d..g coxal to Iolldo3 IOBL -3N1 `S21133NI9�N33 31Vdd JO N!OIISIIAII V STOAJL 1 T IS �i• IJ V d 2 3❑ 2 3Ydd ,13.9301 M „CC,9b.99 S Zfl ,99.092 3 „tiC,93.11 S LCl ,96.29 M „90,Lb.LL S 0C1 ,90.66 3 „OC,117.L9 S 6Z1 ,09'991 3 „ cC,C L.bti S 931 ,bS•SLZ 3 „LC,117.017 S L31 ,ZO'LZZ 3 „13,90.173 S 931 ,99'86 3 „bb,BC.ZC S 931 ,01.891 3 „L17,91.9Z S ti Z-1 ,9Z•LLC 3 „Zti,Zb.99 N C31 ,00.OLZ 3 „60,99.9t N ZZ1 ,ZO.9L1 3 „SS,tiZ.ZZ N LZ1 ,LC•09 3 „bZ,6Z.0 l N 031 ,80.111 3 „01,90.98 N 611 ,99.9Z1 M „60,b3.Lti N 811 ,0$L43 M „9£,9b.Z9 S L 11 ,86'811 M „i72,93.19 S 911 ,39.911 M „6C,O L.08 N G11 ,69.931 M „99,9C.L0 N 17L1 ,16.96 M „ZO,LO.L9 N C11 ,OZ•CC M „CZ,60.9£ N Z11 ,ll•LL 3 „9b,60.170 N 111 ,bL•98 M „LC,bti.83 N 011 ,1b•LOL 3 „9Z,Lti.61 N 61 ,LC•bS M SO,L2.1 N 91 ,1L•601 M „b3,9C.10 N L1 ,ZZ'b171 M „Z9,6b.9C N 91 ,66.033 M „60,00.01 N 91 ,69"017 M „63,63.3 N til ,C9•L9Z 3 „03,9P.99 N C1 ,00.09 M „O17,2L.1Z N 31 ,89.170 L M „017,C1.1Z N 11 3ONVd1S10 ONIdd38 3N11 M „91,00.Lb S ,69.817Z 3 „91,80.1 S ,89.617Z ,09•L09 „LS,Zi.L L C0 3 „Cti,CC.Zb N ,Sb•ZL M „99,11.117 N ,097L ,CCTC2 „bb,8Z.31 Z3 ,8Z•9Z 3 „6b,917.CZ N ,14•1C ,00'03 „89,89.68 10 ONILIV38 1VIOVel HION31 080H3 ONILIV38 02:10H0 H1ON31 38V sniav8 31ONV V1130 3A810 `saou11lslp pug sasinoo (91) uaalxls 2ulmollo3 agI 10111101011 OZ'86 Pres 0412uLSSoJo puu `IOE1l aloe Or 86 PpEs Io au!! Isom alp pug ant1Q 1oolg IipuES au!! ,(gm Jo-Ig8t1 .fllalsea uounnoo P1es 8utngal 3DNgiI.L `.1auloo a 1oj luiod e o1 ,I7Z•6i,Io aouelslp E `IsaM «60,17ZoLb 111IoN £ `pallosap Tang anlno ag1jo pua agl 103 punoj po1 11011 „y,E of ,Z8.6I Z Jo aouelsIQ old 1111 puE i 6' L i Z 3o aoUelsiQ polo u Is0M ,S1,61017£ 11110N Jo 2uiivag p.I04) E 13al agl o; anlno pies 8uold 'Z %LIMJo aouelsiP E Iseg «},5c900£9 1111°M snag punoj deo Imo q11& poi uon „y, e lurod goigm 111013 pue ,86.0817J0 sn!Pe21 a `«LO, I I09Z Io 012ud 11IIaQ E 2uineq `1301 alp oI anlno e jo ainleuno jo Iuiod aql oI 2t7.669 3o aouulsiP e `Is0M ‘A17,£I0IZ g2oN :saouels!P puE sasinoo (E) Damp. Su!Mollo3 alp `Ioe1I 010E OZ'86 plus JO 01111 ISOM alp pm °Apia )NOo1g Xpu1S mil i(EM-10-24211 Xl1als10 UO11IU100 p111s alp glint IIDIsIHLI,L `• ,S I'0 3o aouu1stp a `IsaM «LOLi 00Z 411°N snag punoj deo 2Iyj u g1tm poi uo11 «Z�, e lulod goIgm 11013 load oioe OZ'86 Plus 3o auIl Isom 042 u1 lulod a oI uoululoo `aAUQ x0014 ,(pues pies jo au11 /cm -Jo -pp.' Isea agl 111 paquosap utalaq Pull 042 Jo ONINNIOHS 30 .LNIOd am of `,89'1761 3o wouelsIP e `IsaM «O17,£i01Z 4P°N HDNHH.L IZ'9ZOI 3o 00uelslp 11 `1sgg ,,££,9t089 t1PoN snag `.suxaj, `kIunoJ uosu u!!!!M 3o splo0ag paaG aql 3o ZLL a811d `8S6 awnloA u! pap1o001 s11 lg la 'if `ktand ul1gpaaM sal.Iegj pug / 11N •f 001110 OJim pre kEJA 'H Rot. uaaMlag Iuaulaa18d 01111 i(.Iepunog ag1 ut 2ugIE3 puE `s11xa1, `/C1unoD uosuI11IIIIM jo splooag 01lgnd IE10UJ0 041 3o 9££ILOZOOZ 10qumN Iuaulnoou 111 papiooai se 1 Ioe1Z se •pri `,Cuedulo3 goueg itiand o1 1sru 1, lualgninbg uolldwaxg alp 3o aalsnlLII1 `,i(.Iand un;gpaaN saPe4D wag paaQ uoling11Is1Q aalsniZ rcq pa/conuoo 10111l 01011 61'00Z`I 11 3o anPlsal 04230 1011100 41a2 0M 11 `Ioe1l 01011 0Z'86 Plus 30 1011103 / 11011lnos a `suxaZ `i(Iuno3 uoscugllliM JO splooa)l lutd am. JO 9E -SU SaPIIS `X IaulgeD 111 papiooai s11 2Il10d NOI.LDHS NOISIAIQgf1S HUTSHNV'i jo lauloo Iseagllou aril of uoututoo 1011100 aq1 1o3 punoj wilds p11o1 11E1 E go!gM 11013 puE s11x0Z iClunoD uosurellll.M 3o splo0ag 1E1d alp 111 061-681 SaPIIS `)1 1autg1D lapun papiooa13oa1agi luld aql of 8ulpl000u leId Ieul3 I uolloas uolslnlpgnS aplsa)j1Z jo Dull q iou aql u! lulod 11 of uounlloo puE 101111010u OZ'86 Pres JO Immo IsOMglnos alp 02 11011111103 s11xas `/Cluno3 uosWEltIIM3o splooag 1111d alp 111 `17Z£ -£Z£ s0p11S `A laulgeJ u1 papiooai s119 NOLLDHS NO02Ig AHNO1S Jo Joalogl 1e1d 042 00ulpl000u ('M"O"D X09) anrUQ xoolg ICpu1S jo /Cum-Io-10i,C11als11a 042 111 punoj pot 11011 «Z�, E le OAII3Na-w1100 "31\10Z 'Id2i.LN3D IAIH.LSAS 3.LdNIQ2IOOD HNV'Id d,LV.LS SVX3.L `SII.LVNIQ2IOOD 'IV.LNOZRIOH £6 N)IVH/£8 QVN "i I0 -I0 )ID02I QNI1O1I QNd `0I0 -I0 )IDO2I QNf1021 `S£0 -i0 )ID02I QNI102i :SNOI.Ly,LS SdD }ID02I QNf102I 30 ALID an NO QHSdg H2Id SDNniv a 'SVXH.L `A.LNEIOD NOSJAIVI'IIIM 3O SQ2IODH2I DI'Iglld 'IsIDId30 3H.L dO 98i71Z0800Z ' HW If1N .LNMAIIIDOQ NI Q3Q2I0332I SV "d"I `SDNICI1OH SSS OZ QaU2IODH2I QNfld 100HDS 3O IIHHN H QNd 3Sf1 HH.L NO3 `SYXH.L 3O 3.Ld.LS RBI YA1O2I3 QHHQ AH QHAHANOD SvXaI `AINIlOD NOSIAIVITIIA `S IZ 'ON IDVIISgd AHAAIf1S SHAVH "1 1Hgd 3HL NI Q3Ldf1LIS QNV1 3O .LDV)I.L H2IDd OZ'86 NId1 1 D .LdHI 3O .Lf10 S32IDV 08'L svxai `AIM1OD NOSIAImI'I'IIM SIZ •ON ZDVH.LSIV 1CIIAUf1S SIIAvII "I law 1II1 NI ([NV1 JO SHHDV 08'L 30 mouAn DSIIQ SQMIIOf QNB' Sa.LIIIAI .LISIHXa ONINOZ 9 'IIIDUdd 2IadSNV2I.L H'I.LI.L IIOd uasn Hg ION Q1f1OHS II 'SIIHIHXg 9NINOZ 01. INHvu-IDV1IV dO 3SOd2Ifld HH.L'IOd QHIISSI SI NOILdfIDSHQ 'IVoai SIH,L 8002 46 loctwoldaS Zti95 'oN 'S'Td'II `sauJH IRK 59/11 7 7Y 008V-00-Z1O-5£1 I 'oM gof -ow `siaauI8ug awd Jo uotsIAtp u SIIOAHAAIIIS g.LVd :itq p0.redaid `puui Io SO= 08•L 8uiututuoo puu mg paquosap uioJoq all Io 91sa ItiIIOHg 30 .IISIIOd ail of I v' 1E jo aouwsiu oiy au pun `,8Z'8Z JO a3uuwsIQ pingo u `1saM «60, £ 1099 glioN 30 8uiivag polo u 1142p agg of anino pins 8uoiy '9I `.2S M «8£cZIoiZ 141.1oN sivaq snipui aqp luiod golgnn uio.ig puu `,00'02 3o snipult u `«85,85068 3o 0i8uy Wi i u BuiAuq `148ti age of anino u jo aitu unolo iutod alp o; `4£i'03o aouwsip u `lsaM «£5,LZ0L£ ginoS snag punoj duo Imo u wtnn poi uoi1 «z/i u luiod go►gnn wog ,£S•L9Z JO a3uulsTp g ` SOM „AZ,9t089 gmoS "SI `.1011.103 u ioj pnod u 01 ,69'01730 aouulsip g `lsuH «6Z,6Z0£Z glnoS 'pI `.1011100 u ioj 1uiod E 01 466'OZZ 3o 03uulsip u `Isug «60,0000I g}noS ' £ I `.iauioo u 10j luiod u o2 ,ZZ'bjI 3o aouu;sip u `Isug «Z5,61705£ g1noS 'Zi `.iauioo u io3 1utod u 01 , I call jo aouulsip u Isug «t7Z , S £0 TO g;noS '1 1 `.iauioo u ioj tuiod u 02 ,L£'bS3o a3uu2sip u 'Ma «£0,/,£017£ glnoS '0I `.i3u1oo u 1031uiod u 01 c IV LOI 3o aouulstp u `1saM «SZ, I t'06 t glnoS '6 `..1au103 u io3 1uiod u 01. ,t'L'S83o aouu2sip g `MU «I £,t4t'08Z glnoS '8 `.iauioo g .1o3 1uiod u oI J I' I L jo aouwsip u IsoM ‘,50t,600170 g;noS ' L :.1011103 u 1031uiod u of ,OZ' ££ 3o aouwsip u `1sug «£Z,6009 £ limoS .9 `.iauioo u ioj 1uiod u 01 4I6'5630 aouujsip u Isug 42OCLO0L8 ginoS 'S !IMOD u iol;u►od u 01 ,69'SZT 3o o uu2sip u Isug „S5,9£0 to Trios 'b `1011.103 u 10I Iuiod u 01 ,ZS'91 1 JO aouwsip u 'Ma «6£,01008 g}noS '£ :iauio3 u ioj lutod u 01 ,86'811 Jo a3uu2sip u `15E3 «t7£,8Z0I S g1oN 'Z `.iauaoo g io3 luiod u of ,Of i i Z 3o aouu2s!p u `1sug ‘,9£‘5170Z9 g1JoN ' I Z 3o Z a8ud 009V-00-2TO—SETT :'ON or ,OOZ = l 31VDS 1)1M91a0 90/60/60 31Y0 3n5S1 10110180 S-7-"h/7'7y 3nsS1 0i 03A0119191V 9'a INMVdO SVX31 'AWf100 NOSINb'Il1IM SI.Z-V `AJA1:1f1S S3AV3 1 138V 9 1308`dd S3>:lOV 08•L II8IHX8 ONINOZ 30V -111A ALISEI3AINf1 tuovONNIN I' •10909tf.ZlSxuA• 00900 1S4d• 1CL9L XJ. •ullmN,OSf •alS ••ilrH amesi 1°40.0 1094 -3NI `S2133NI9N3 31Vd 30 NOISIAII V SITOMHA2l(1S •• JI.LVd • 2 JO 139dd n4 Al 3NIdS OV08 -- — — iIVN 'OW 1.3•M•a"d F, — I 99Z-S9Z '1S X LV Id 'IVMId i' .IOLLa3S w 1 " MOISIAIOHRS 3QISS) vi ,009 ,00i7 ,002 x .1.3.M.8.d — —, — T /061-691.15 a 1843 lVId 'IVMI3 1 MOLL03S z , MOISIAIQHRS aaisa Ivi '1 3'M'N'0 ZLL 'Od 956 '1OA 1N3W3321OV 3NI1 AMVONnOB 1'3'M'21'd•0 9££LLOZOOZ ON 1N31Nn300 .ail •J.NVd1A103 H3NV21 A213AV 01 331Sna1 '111 •AN3AV YVVHO33N S3121VHO 3010S3a S32:13V 61130Z L 134211 9L1 008 NOM .Z/1 '0N.1 16ff900000 'ON '000 LN3W3SV3 30VNOR10 831VM WHO'S 1lid f1•0 M .CS.LZlf S sane a43 vH 840) HUM 008 N081 .Z/l 08003 1 9 V1 13MWd0 991,1Z0800Z '0N '300 'dl 'SON1010H 88S 01 SVX31 d0 31V1S 31-11 S3213V OZ'96 A.. S9BOV 08'L 3Sf1OHNMOI ti 9 13O1:1Vd 97 .1.1'0 3 .84.90.0 N 58439 d40 840 NWA 008 8081 .Z/l 014004 1— V AVA uv1=un ,0 1 Sl'0 3 .LLAZ N S8V38 d43 88'0 HUM 008 N08, .0/t 0NL103 Ot,Eion N 130'd •1•�•n•a•d rze -ISave CFV 'I�-- c•n•a•a .0 9) 9A�O )IOOkiB AGNVS 9 MOLLS S R002IH AaMO.LS s`y zZ 009V-00—ZTO—SETT :'011 HOf OOZ = ,L 31VOS 1VNI01a0 90/60/60 31V0 3n5S1 1VNI0180 3nss1 j a3A0 ddV a a :NMvaa SVX91 'Jl1Nf100 NOSWV111IM SL -V 'A3/0:111S S3AV3 129` 9 -193add S91:10V 0E•L 1.18IHX8 ONINOZ 2OV11IA kLIS�18AINf1 umr6uo%nd•w,M.609006£•ZISMoj• 009006£.ZIS4d• L£L9L XL ',MON. 'o1S "1014 000al 10 10003 LO9L '3N1 `S2133NI9N3 31Vd JO NOISIAId V SIOAJAIMS • LLVa • 2 JO 2 3Odd a38WfN 'ON 30Vd '3d 3Wnl0A 10A AVM !0 11-1918 SVX31 'ALN1103 NOSWVIIIIM 40 S0M003M 1Vld '1'O'M'a'd SVX31 'kiNnoo NosWVnlIM Jo 5080338 1V101440 '1.O'M'ar0 SVX31 'AUNn0O NOSWVIl11M 40 SOa03321 A1.213d0ad 1V101430 '1'31Va'd'0 1N31111000 30a ONINNIO38 d0 1NIOd '8'0'd 1N3W3ON3WW03 d0 iNIOd 0Nn04 'OM 318`1 NOLLVIAMMIN 1NIOd O3LVln31VO 1N314fN0W ONIll0M&NO3 0310N 3SIMa3H10 SS31Nn 008 NOMI ,Z/t ONn03 ON30311081118 • 0 0 ,LZ'9ZOL 3 „££,94.99 N ell ,991,6l M „O4,£L.LZ N Lll ,£S'L9Z M „OZ,9b.99 S 9ll ,69'O17 3 „6Z,6Z.£Z S SL1 ,66'0ZZ 3 „60,00.01 S bll ,ZZ'bb l 3 „ZS,6b.S£ S £ ll ,LL'6OL 3 „iZ,S£.1.0 S Zll ,L£'iS 3 „£0,L£.4£ S 111 ,lb'LOL M „SZ,l4.6L S OL1 ,iL'S9 3 „l£,b4.9Z S 61 ,l l' l L M „9b,60.b0 S el ,OZ'££ 3 „ £Z,60.9£ S Ll , l6'96 3 „ZO,LO.L9 S 91 ,69'SZL 3 „SS,9£.LO S Sl ,Z9'9ll 3 „6£,01.09 S bl ,96'9ll 3 „b£,9Z.lS N Ll ,Oi'llZ 3 „9£,S4.Z9 N Z1 ,4Z'617 M „60,IZ.L4 N ll 33NVISIO 9NI2N38 3NI1 M „e£,ZI.IZ N ,8Z'8Z M „60,£L.99 N ,l4'l£ ,00'OZ „85,95.69 Z3 ,l6'LLZ M „Sl,6l.b£ N ,Z9'6LZ ,96'084 „LO,1L.9Z l3 ONI21V38 1V10V2J H19N31 0210H3 ONI2JV38 a210H3 I -110N31 321V snlaVa 31ONV V1130 3A2Y13 `.z0u100 .ioj 3uiod u 01 ,L£'09 Jo 03uu3sip `3saM 1it'Zi6Z0£I ll'fOS '6 :Immo u zoj lutod ,ZO'8LI Jo 0ouu3siP `1s3M ..SSitZoZZ urnos '8 `..iau.zoo JOT 1uiod 01 400'OLZJo aauu1sip u `Ts° ..60,SSo8t7 gnoS 'L `.zauzoa .0J 11110d 01 ,SZ'LL£Io a31.1u1stp u `3sop „07.Zt' 9 tnoS '9 `.pagposap u!azau anzno auT Jo pua alp 03 ZL'ZOI Io aouu1sla Ozd uu puu `SS97Oi 30 aouu3sIQ pimp u '3s -ea „ tz,B£o9b u}nos Io 8utzuag pimp u ni2!.1 alp 03 °Juno plus 2uold 'S SOS'L08I0 snipu)I u Puu `„6I,LI0L0.I0 0ISuu u}IaU u 8utnuu `342u au3 131 anzna u jo a.mlunmo as.10n0.1 Io 3utod au3 o� ££'ZtZJo 33uu3sTQ ori uu puu `,69'OIZJo aauu3s!Q polo u `3sug „00,9SoL£ winos Io 8uizuag pzou0 u I3a1 NI o3 anma plus Suold `.3.sug „t'O&SZoi 9 4110N swag sntpuz alp iutod uoium wag pug ',0S7617J0 sniped u `„LO,Zt'oiZ Jo ajOttd uulau u 8uunuu `gal awl of °Juno u jo am3unzno jo mod awl 03 ,170'8Z Io 30uu1stp u 'Ma „t7O,SZ0t79 tt"4°N .£ `pagizosap uialoq anzno au3Io puo 043 03 ,E9' £6Z Jo aaue1st( azd uu puu `, 80'LBZ Io aouu1sTU polo u `1sug „OS,9ZoS8 43.10N1 jo 8uttuag polo u gal au1 o3 anma pus 2uold `,00'00t,I0 sntpuJl u Puu `„Z£1£00ZtJo aloud MPG u `du!Aull `ijal 043 o3 anmo u jo amiunzno jo 3utod au3 03 , I £'Zti Io aauutstp u `3sug „t,Z. I CAL 41noS 'I 'Z `.saouu1sIp puu sasznoo (OI) ua3 2utmoljol auuouzn azau OZ'86 pres awl 2uissoz0 puu `3auz3 azau OZ•86 plus Io au!! Isom awl puu anuQ pozg Spurs gull Cum Jo-np.! Spawn uouzutoa plus dutnual Haman', :z0uz00 L z0J 31.110d E 03 `30411 azar OZ'86 Pius Io atm Isom au1 puu anuQ aloozg Spurs gull Sum -Jo-301z JIza1sua uounnoa mus 011 TPA ,0(10£ Io aouu1sip u `1suH «9£‘8Z09i TEN HONHHZ `.10uz1 azar 0Z'86 Pius JO z01.1.100 iil.101s3m o� uoututoo sExa I, `X3uno0 uosuzellum Io spzooa21 field 043 ut 178 I sap!IS 'A 1auigu0 ut papzooaz su S NOI LOHS )100 11$1 AHNO LS Io I00z0113 Auld awl 03 5uipzoaou (M'0')1 A9) anuQ )Ioozg Spurs Io iCum Jo -Wiz ijza3sua au1 ut punoj duo swan' u3im pal uort „VT u 1u ONINAII0H8 'HNOZ 'Id2I,LNgO IAIHISAS H.LVNICRI000 HNVZd RIVIS SVXH.L `SH.LVNIQRI000 'IV.LNOZRIOH £6 N)IVH/£8 QVN '1 I0- I0 )I00)I QNf1011 QNd `0I0 -I0 )I0011 QNf1021 `S£0 -i0 N301I QNf102i :SNOLIVIS SdO )I002I QNf102I d0 AZIO HH.L NO QHSdg Mid S0NRIdgg 'SdXHI `A LNf100 MOSI"iVITIIM dO SQ2100Ri OI IHfld IdI0IddO HHL dO 98t7IZ0800Z 2IgHYAIf1N 1N 111f1000 NI QHQ2IOD fl1 Sd d'Z `StDNIQ'IOH SSS OZ QHCRIODMI QNfld 'IOOHOS INIHNVIARIHd HH.L dO IIHHNHH QNd HSf1 HH.L 2103 `SVXH.L JO RIMS 1H.L Y\IO)id CMG Ag QHAHANOO SVX1L `ALNf100 NOSY�IdI7IIM `SIZ 'ON .LOVUISgd AHA2If1S SHAVH "I 'IHgd HH1 MI QHIVIILIS QNV'I dO.LOd2I1 [IDV OZ'86 NIV.L)IHO IVHI dO .Lf10 SH210d 8£'L svxai `AimaoD NOSI JVITHM STZ 'ON .LOd2LLSgd AHAUf1S SHAVH 'L TIIV HH.L MI QN�"I 10 SHUIDV 8£'L d0 MOLLdRIOSHQ SQNflOf (INV Sal IAJ LIgIHXH ONINOZ L 'IH»2Idd '1IHUSNd2LL Wall, 2103 QHSfl al ION Q'If1OHS ,LI 'SIIgIHXg DNINOZ OZ 1NHIAIHOV11V 3O HSOd2lfld HILL 210d QHfISSI SI NOLLdIlIDSHQ 1V0 [1 SIH,L 800Z '6 zaquzaldaS Zt795 '0N'S"I'd'2I��`sfauiH I!! N S9/ -7/-7//y 008d-00-ZtO-5£I t 'oN qof •ouJ `szaaul2uH alud JO uolsinip S2IOAHA2IIIS HIdd :Cq pazudazd `.puui to sazou 8£•L $utumuoo puu louzl paquosap uiazau all 3o OMINNIOfS JO ,LAIIOd all 01 S0'6Z Io aouulsiQ ozd uu puu `,95'9Z 30 aouulsiQ pzol0 u 'Ma AS1LZol9 141zoiNI3o 8utzuag RIND u all 02 anzno plus 2uoid •j7 ,00'OZIo snipe) u puu `„S£zio£8 JO apuu ulpci u 8uinul `1142iz all oI anzno E JO aznlunzno OSzanaz Io luiod 041 .zol punoj duo s wax u 411M poz uort «z/, u 01 ,ZS'L93o aauulsLQ ay uu pu `,S8£'L93o aouulsiQ polo u `IsuH „t0,81OLZ 1-111oN3o SuUuag pimp u ljat all of alma plus 2uoid •£ °lsaM 1iS£SI08S llz°N szuaq sntpuz 042 lutod lotlnn uzozl puu ,£9'S£fi jo snlpuz u `14817 ZSo80 JO 012uu uliaQ u 2utnul `plot all 01 anzno u Io aznpunzno jo putod all zoj `S NOI.L3HS )I002IH AHNOIS Plus Io auti linos all op uouzutoo 19' NOI.L3HS NOMIEI AHNOIS Plus JO ault tpzou alp ,96'OLZ lu �utssud `punoj duo uat�iold-za�Iug 1pinn poz U0.11 «z/, u 0p `,8t'bL£ JO aauupslP u: I .,ZZ1IttoI£ 1110N 'Z `suxa1 `Aluno3 uostuutti!M Jo spzooa)I puld 042 1.4 `179£-£9£ sapljS `2I lautqu3 ut papzooazloazall laid all op 2utpz000u b NOI.LOHS )I00)Ig AHNOIS Io autl linos alp op uounuoo '9 NOI.LOHS X002Ig AHNOIS Plus JO ault 1pzou alp M0' I OZ JO aouulstp are uu lu Outssud `punoj duo uapiold-zaw gum poz uozl „% u 01 495'L8£ JO aouups!Q ozd tzu puu `�OI'99£ JO aouulsiQ rump u `ps°M 11Z0.6£0101110NI0 21.tzuag polo u pl$iz aril of anzno plus 2uold I `.saouupslp puu sasznoo (1) znol 2u!Moiiol alp `pouzl azou OZ'86 Plus JO au!! IsaM all pug anl1Q Noozg iipuu5 aull iCuM jo-plplz iCizaisua uotuutoo plus alp 1p4M aDN 1ll.L °IsuH 119Z,Z0055 llzoN szuaq snipuz all Iutod lollnn wag puu `££ £££ JO sntPu2I u `41ZO,L£o99 3o OI u1IO(1 u 2ulnul `louzl azou OZ'86 Plus 3o au!! Isom alp ut lutod u op uotuntoo `suxaZ `iCluno3 uosuzullllM Io spzooag lutd 041 ul `17Z£ -£Z£ soPHS 'A laulquo ul papzooaz su 9 NOI13HS )10011 }1 AHNOIS Io 3oazall laid alp 02 2ulpz000u (M•0.11 ,09) anUQ Noozg XpuuS Io /Gunn Jo -142u iCjzalsua alp ul I4plz alp of anzno u uo Iutod u oI ,80•LLI Io aouulslp u IsaM „01.90058 11110S •0I Z I0 Z aud 9 NOIL3 S 201.00' v O 0 z O N -1 m m m o= -° OO r0 _ O N z Om> SCI OA a� mm �� Or m -u o A O g 0 b 0 ID m 009V-00-ZTO-SZTT Lr D r • M Z OCD C C D D w � D33w rrnn 0> rrn V W G - m Z 1 d 2 " W \ 4, N ?notoi\, D_ D N O r:s4 409 • s � O 0 OO ' ' • ?)) cn w -1 EkD M na O Z ZD � Om 0m r m G) O CO m n • m m� 0 o. rn 0 z 0 0 t1 7c4\14 its v" / / r (.:. cn I O O z O N S m m m co o - � Zor,* D co 0 0 xi -On x D Or n SYMBOL. LEGEND 0 FOUND 1/2' IRON ROD UNLESS OTHERWISE NOTED A CONTROLLING MONUMENT • CALCULATED POINT C6 C5 0 -P 0 W 0 N 01 ;URVE AVIATION TABLE JD. FOUND I.C. POINT OF COMMENCEMENT I.B. POINT OF BEGINNING OC DOCUMENT ;.T. OFFICIAL PROPERTY RECOF 1MLLIAMSON COUNTY, TEXA :.T. OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXA :.T. PLAT RECORDS OF WILLIAMSON COUNTY, TEXA ).W. RIGHT OF WAY IOL. VOLUME PG. PAGE NO. NUMBER Co W N W ui O CO CTS N co 07'17'19" 66'37'02" 24'42'07" 4, N O W W N DELTA ANGLE W 00 P A N W W O c0 N O D W N r Z U1 Q) W J W CJS Cn O O p C S 13'29'24" W N 64'25'04" E S 73'31'24" E z 0;W N CO W 01 rn BEARING _ 29.05' 1 N 64'27'58" -.I N _ —s CO O JNN CP J 0l N j W W N c0 W 0) W ARC LENGTH CHORD BEAR 60.37' 28.04' 1 -J N W O 0 DISTANCE Z N J Co O S 46'38'24" N 01'39'02" (n W J O O N 85'26'50" m rm * rm r� r11 rY A \�-o, `� eNrn m A D 7.38 ACRES PARCEL 7 ABEL L EAVES SURVEY, A-: WILLIAMSON COUNTY, TEXA UNIVERSITY VILLAGE ZONINC 17601 Capital of Texas Hwy., Ste. 350•Auetin, TX 78731 •Ph512.3400600•Fax512 N 01 67.45' 102.65' 366.10' N o rn c0 287.08' 1 CHORD LENGTH JOB NO.: 1135 -012 - ORIGINAL ORIG ISSUE DATE 09/09/08 SCAL • SURVE) D 0 f'1 rU 0 Tl rU M „SS,S L.8S N N 55'02'26" E N 64'25'04" E RADIAL BEARING O a Fn z B Ai . 2 : $ N-- Z 0/`+ rNi M 00c .00C = .l 3NOS .0 09 L 006 -1I8IHX3 and 800Z '9 L JegwetdeS HltiON X1 `)13021 GNflOd 3 V111n ulsnAINn ' W Z9'£L ' o`d 8£'L od 09'L ' 3v Z8'9Z 'W LO'g 'W £8'8 'W Z9'8 I. 10101 asnoquMol/aol flo esnoqunnol eoodS uado fW / '3D J ollgnd lD!OJawwoD alnpayoS esO pu01 S3210V L0'9 A11WVi-I11nw / s3w110Vi 0118n 1' 1302Nd / S3210V Z13'9Z 30VdS N3d0 S 1302Nd 93210V 68'8 301i10 F 13021Vd 0 S3210V 90'9 1‘1102131NWO0 Z 1302Nd S3210V 08'L 3SnOHNMOI 9 1302Nd S3d0V 8£'L 3SfOHNM01 / 301ii0 L 1302Nd S3210V 947 l 5 1V10213WWO0 1 1302Nd pionelno8 Nplanlun malA etNetoS- oo£ SBA :31VJS .0 OS L 00£ Hgiyx3 - sppoquas •xo j / �U J 900Z'9l iegwejdeS XL `NI3021 GN11O21 3 V11IA AlISd3AINf1 SRI0V C8'9 301330 E 13021Vd S3dOV 90'9 1VI0d3WW00 Z 1302Nd S32I3V 99'Z L 1V102131AlW00 l 1302IVd AoocueS OZ pioneino8 /4Isaanlu0 J lUeweSD3 1M a 118IHX3 800Z 'EZ eunr :uoissiwgns Ieu!d 800Z 'LI. lady :uoissiwgns puooe 800Z `Zt pawl :uoissiwgns Isaid <sishieNyi0edwl Oiddeal > 39diniA uisa3niNn 800Z 'EZ aunt :uoissiwgns Ieu!d 800Z 'Ll. ludy :uo!ssiwgns peuu 800Z 'Zi. goaen :uoissiwgns isaid woo 6uawgM.MMMiwoo.ouupq :81isga/A L£Z8-EL1i(ZLs) :01iwisoed £17C8-ELb (Z1.5) :euogde e LOL8L sexei `u!Isny 5L L L awls 'pails eoenel b05 6upeaui6u3 uogeIodsueal INHMIaaH /q paiedeid 311 `Hail ao} paiedaad < SISA7VNV1Oedwl OlddVidi > 39V11In AlISa3AINn 68 88 08 5L 89 017 9£ 5E 5E 93 93 5Z E3 33 LZ 6L 6L 61. IA A A n 6uuaaw6u3 uolie1.1odsueal WHMIaaH xlpuaddy seou819108 suoppumwooeldpue ijewwns s1seo8aod 341e. j Allea sisi(leuy uoipesie ul — Z 103 3 asegd slsAleuy uoRoasaajuI — 0I.03 L asegd suol}dwnssy slsAleuy o18ea j peieieue 01ls o18eal peleieueo ells pm suoljipuoa pe seoaaod suopasaawl pazileu6lsua suopesaalul pezlleu6ls suoljlpuo3 6ugslx3 — 8003 aoinaas io lanai uopesaalul pazlleu6lsua eowas JO lanes uoRoasa81u1 pezileu6is sls/leuy a!14ea j swewanadwl Ampe% aan1nd / we sAs aaeig6noaogl 6uplx3 sopuapeaeg3 sseooy pue ails uogonpoalul tiewwns anpoex3 luewe a}s uopopeo salgej 10 �sli salge j sean6ld �o Tsli slua2uoa 10 ape' S1N31NO3 JO 31eVj 6uuaaui6u3 uollepodsueal INHMIaaH 05 suo!l!puoa ewnlop o!i;Leal pue o!alawo99 pelseoaaod snld el!S OLOZ/Pelseoaaod OLOZ paenalnos I!saan!ua pue AeM)ped voles 6i suo!l!puoa ewnioA o!i.}eal pue oulewoeo Palma od snld el!S OLOZ paenalno8 / !saan!ua pue antra >looas i(pues 8i6 suo!l!puoa ewnloA o!}}eal pue oulewoeo pelseoeiod OIOZ paenalno8 I!saan!ua pue antra roa8 i(pueg Lb suo!l!puoa ewnloA o!}Leal pue o!alewoa9 pelseoaaod snld el!S O LOZ/Pelseoaaod OLOZ paenalno8 Al!saan!ua pue Z [1. HO 917suo!l!puoa ewnloA 3!14eal pue oplewoeo palseoeiod snld al!S OLOZ/Palseoaaod OIOZ paenalno8 J!saan!ua pue peon esuung St • suo!l!puoa ewnloA o!!Leal pue opewoeo palseoaaod snld alis 01.2/palseoaaod OLOZ paenalno8 f!saan!ua pue paenalno8 sew!JO .M.V bE suo!l!puoa awnloA o!!!}eal pue o!alewoeo 6u!ls!x3 LOO Ma!A al!IlaleS pue ONO Nowa /pueS 6 £E suo!l!puoa ewniof, o!LLeal pue ou ewoao 6u!ls!x3 LOOZ dooi uosaoi pue antra ){ooa8 kpueS Z£ suo!l!puoa ewnion oi}leal pue oulew000 6u!lsix3 LOO paenalno8 /lisaanlua pue AeM)IJed voles LE suoilipuoa ewnio\ oweal pue 31.118W0e0 6u!lsix3 LOOZ paenalno8 / isaaniva pue en!aa Nooa8 /pueS OE suo!lipuoa ewnloA o!!.}eal pue o!alewoeo 6u!ls!x3 LOOZ paenalno8 A isaaniva pue ZL L HO 6Z suo!l!puoa awnion o!!.}eal pue oulewoeo 6u!lsix3 LOOZ paenalno8 !isaan!ua pue peon es!aunS 8Z suo!lipuoa ewnioA o!Lleal pue oulewoeE 6u!ls!x3 LOOZ paenalno8 A!sieAiva pue paenalno8 sewuo .M•d SL tiL EL ZL 11 01 8 L 9 9 b 81 Ueid en Z LL de j uo!leool eaay S3liflDld S3HfDIJ 30 ISi1 L iu L 641084113 uol1e11odSUeal WHMIIiaH L .". suo!l!puoa awnloA o! eal pue oulaw080 pelseoaaod snid el!S ZLOZ/Palseoaaod ZLOZ a IeMenua/doo1 uosioi pue anua Nooa8 Apues OL Suo!l!Puoa awnloA o! eal pue oulewoaa palseoaaod snid al!S ZLOZ a AeManua pue anua N00a8 Apues 69 suo!ppuoa awnlof, o! eal pue oulawoeo palseoaaod snid el!S ZLOZ H AeMpeoa pue anua N{ooa8 /pues 89 suo!}!puna awnioA o! eal pue oulawoaa palseoaaod snid ei!S ZLOZ 8 AeMenua pue anua Nooa8 Apues L9 suo!ppuoa awnlop oweal pue oulawoaa palseoaaod snid el!S ZLOZ V /eMenua pue anua >{oa8 Apues 99 .... suo!l!puoa ewnloA owed pue oulawoeo palseoaaod snld el!S ZLOZ/Palseoaaod ZLOZ paene nog /llsaanlua pue AeMolaed volas 99 suoll!puoa ewnlo/ o! eal pue oulewoaO PelseOaaod snid el!S ZLOZPelseoaaod ZLOZ paene nog IT!saan!ua pue anua Nowa i pues ti9 •••• suo!l!puoa ewnlo\ o!l}eal pue oppwoe0 palseoeiod snid al!S ZLOZ/P e seoaaod ZLOZ paenalno8 Apsien!ua pue Z L L as E9 suo!l!puoa awnlof o! eal pue opiewoeo palseoaaod snid al!s ZLOZ/Palseoaaod ZLOZ paeneino8 k!saan!ua pue peon asuuns Zg "" suo!llpuoa awnloA o!Oeal pue oulawoeE palseoeJod snid al!S Z LOZ/Palseoaaod ZLOZ paeneino8 /!saan!ua pue paeneinog sewua M y L9 99 99 tis E5 Z5 L9 suo!l!puoa awnloA o!14eal pue oulawoaa pelseoaaod snid al!S OLOZ AeMenua PUe Z L 1. HO suo!llpuoa ewnioA o! eal pue oulewoeo palseoaaod snid al!S OLOZ paene nog i!sJen!ua pue d Aemenua suoil!puoa ewnlo,\ o! eal pue oulewoeo palseoaaod snid al!S 01.0e 3 /eMeAua pue anua 1o0a8 /pues suo!l!puoa ewnlof, o! eai pue oulewoaa palseoaaod owe 3 AeMeAua pue anua i!ooa8 itpues suo!l!puoa ewnlo\ o! eal pue °Amon pelseoaaod snid ells OLOZ a AemeApa/doo1 uosioi pue anua Nooa8 Apues suo!ppuoa awnloA o!}leal pue oplewoe0 pelseoaaod OLOZ dooi uosaol pue anua Nooa8 ipues suo!l!puoa awnloA o! eal pue 4118111089 pelseoeiod snid en OLOZ a AeManua pue anua Nooa8 Apues Z£ LE OE 6Z 8Z LZ 9Z 5Z 17Z EZ ZZ LZ OZ 6L 8L LL 9L Al 6uueeU! u3 uop)JodsueJ. WHMI JaH bL suo!l!puo3 awnioA pue pplewoeg pelseoeJod snid al!S ZLOZ/palseoaaod ZLOZ g /eManua pue pieneinos Ap!sJan!un EL.... suo!l!puoO awnio/\ o!l}ell pue oplawoeg pelseoaaod snid al!S ZLOZ/palseoaaod ZLOZ pieneinoe Alpiamun pue d AeMeAua Z� suo!l!puoa ewniof o!ieal pue o!alewoao palseoaaod snid el!S ZLOZ/palseoaaod ZLOZ d AeMenpa pue en!aa )iooa>3 itpue5 5E bE ££ A buuaaw6u3 uol1euodsumi WHMIa0H 9L Oti 6C 9£ bZ £Z til. 9 Z sawnlof, areal anoH mod-4}u8Mi al#eal palueuo ajls to uognquisia leuopaala piano pe seoeiod uoReaeue dul anoH deed pue Ara paisn(py /Jewwns uoReaaueo dul anoH dead pue /ilea palsn(peua Aaewwns lueweinseaw eoinaas (o lanai :uopesaa1uI peziieu6isua suNduasaa ani}emeno pue luawaansee j aalnaas io lanai :uo! oesaalul pezpu6is sluawanoadwl (o kiewwns aainaas (o lanai uogoesaalul uoReaaue dlal moil dead pue Avec' paTsn(peua 10 fuewwns S318Vl 6 8 L 9 b S318V j AO 1S11 l A 6uuaeu0u3 uoi1eTJodsueJI WHMIMH oleo ® - -h • Ste? ��'• 171.896 • • �.00. NILEJVI L VNNv 01 ` ``�Q s`�ygsr Jaaliwgng ,Lo eweN paluud 0 -EZ - 9 '-4►4-.1bJ bUU/ 0-£ -Y Jef!wgng Jo ein eu6ig @lea # '3'd sexal (Jaeu!6u3 e gisuodse }o aan}eu6ig) so -$Z'-% .a6peinnou)j Aw Jo }seq ajeanooe pue a oidwoa s! pue looj punoj 10 Ain all Jo sluawajinbei leopypel e geogdde pue swewapbaa aoueuip ° .Iron se!idwoo podaa siq leg; Appao Aqe eq 1N3IN31d1S N011b'�1311213� G 6uuaaw6u3 uo!IepodsueJi WHMIadH uodn sdui /I!ep palsnfpeun 22£`£ leuolllppe ue pue 1, asegd fo lno-plmq uodn sdui Allep palsnlpeun 820`2 i. Alalewlxoadde aleieue6 !Dm loaload pasodoad eq `uolleaaueo dial (iii) sieaul6u3 uollepodsueal to alnllisui eqi u! pauleluoo elep pue suollepuewwooaa uo pase8 uogeaauao dpi .2 aan6!d u! uMogs se `sAeMpeoa Mau pasodoad aaagl pue anua wale Apueg uo sAeManup enol, e!n pasodoad sl ails NI of sseooy 'ISeM NI uo anua )looa8 /pues Aq pue qpou ow uo paenalno8,ilsaanlun Aq papunoq s! ails all `1, aan6ld u! uMogs sy 'o!ffell punoa6req se papniou! aaaM aay Aq peleaaue6 sdui agi lo aapu!ewea eqj •luawdolanape6eli!A /ilsaan!ua NI of painquile aq pinoM sdul 00v NI lo uolpod e legl pawnsse sem H 'esn einlnf Iellueiod sigl aof jun000e of 'loeal ebell!A illsaanlua NI lo sane s2 aainboe of aay aof 00y q M suolssnosip u! s! aadolanap eqj •Apnls sq u! paaaplsuoo sem luawdolanap (aay) e6911o0 /llunwwoo ullsny pasodoad eql Aq paleaaue6 o!ffeal eq `uo!llppe u1. '21,02 Aq palaldwoo eq of 6ulpllnq ealllo leaaue6 fo feel aaenbs 002`99 pue esnoquMol/opuoo lelluep!saa lo shun 6uifleMp 1.6 lo lslsuoo IIIM luawdolanap NI lo g asegd '01,02 Aq palaldwoo eq of paledlo!lue s! 1, asegd .Nueq u!-anup lo feel aaenbs 000`s pue lueaneisaa (uMop-1.!s) aanownl ON fo leaf aaenbs 000's `aalueo 6u!ddogs lo leaf aienbs 001,`1,1.1. `6uipl!nq ao!ffo leaeue6 Jo feel aaenbs 0017`£61. `siuewpede fe shun 6u!IIaMP 001. to lslsuoo II!M luawdolanap a6ell!A /ilsaanlua ow fo 1, asegd •sesegd mg u! illnq eq of pauueld s! luawdolanap pasodoad eqj 1. aan6ld u! uMogs se 'sexej Void punobl u! pienainos /ilsJenluil pue anua Nowt] itpues lo aauaoo iseaglnos eqi uo peieool s! luawdolanap a6ell!A Illsaan!un pasodoad eqj AHWWWf1S 3AI1f133X3 < SISA7VNVIOVall OIddVIj > 3 W11In A1ISE13AINn Z 6uueeu0u3 uo!IepodsueJl WHMIHOH :uoil!p3 yiL `uo!leaaueo dpi (3i!) ,sieau!6u3 uo!lel.iodsuei j 10 ensu eql u! pau!eluoo elep pue suo!lepuewwooeJ uo paseq loafoad all ao1 pawnsse aleM suo!lonpaa i(q-ssed 6u!Mollol al j •Z .AeMpeoa s!141o1 pe!Idde sem algia llMoa6 ou aaolaaagi Ino-ll!nq s! antra loow8 i(pueS 6uole luawdolenea 'eApa >Iooa8 Apues uo ldeoxa loafoad s!yl Jot pawnsse sem elei llMoa6 lenuue lueoaad am! a 'sdew o!11ell (maxi) uo!lelaodsuea j 10 luewpedea sexa j uo peseg ' 1. suo!1dwnssd £96 S6L S6Z 99L 05£`94 (Z amid + I. aseyd) Rol ZOZ NZ 96 60£ ZZ£`£ (Z amid) lelol Z8 LI- 91. 614 116 dS l 2'99 6uipl!n8 840 league 81- LC 017 8 Z69 na 1.6 asnoyuMoj/opuoOle!luap!saH Z01. 281. 0I Z81. 69L'1- sluapnlS 009 e41oO /(l!unww00/•Jr Z amid 1.9L 699 661. LSI 8ZO`Z 1. (1. aseyd) leiol b 1.1. 1714 LZ 9E ZEZ` 1. dS 000`9 )Iue8 u! -antra 1.Z EE 8Z OE 9E9 dS 000'9 lueanelse i aanownj l6!H 6bE ZZE 99 201. 1.LZ`L dS 8L0`1.1.1. aalue3 6u!ddolS 917Z 09 8£ 08Z LIZZ dS 90i`E61. 6u!pim8 83410 leaaueO ZZ 0t 117 01- ZL9 na 001. sluewpudy 1. aseyd l!x3 aalu3 1!x3 Jalu3 awnloA ABM -OM1 anol-1Z (JS) ez!S asa puei pasodoid anoH dead Wd moH )teed Wy uol1elaue9 dyi eed pue Meg pajsn[peun jo tiewwns 1. mei veld esn pue! pawnsse ell of palelei Alloaa!p s! g3!IM `uo!l3npoad o!11ea110 /Gewwns paI!elap e sap/gild 1. algej •sdul Ielol 09E'Sl Jot `Z aseyd 10 uo!laldwoo 6uueaw6u9 uo1leJodsueJ j WHMt OH oilleal rnoq-j3 .ewil siyl le AeMpeor sill aper6dn of sueid ou are amyl .prenalno8 s,rallpas PI0 01. prenalno8 /lisraniva wort / Mpew lelaape pomp aofew auel-rnol e se peon asiruns sailisselo Alluaaano ueid ralseW uoilepodsuuJi >pod punoa to Alio all — peoa aslauns .Aianipedsaa `eApa >looas Apues to ISOM pue ;sea pdn 008`01. pue pdn 006' L L s! pienainos �lisraniva uo lay eq leyl Molls 8002 u! palonpuoo slunoo egnl anoy-v3 '0303 Aq 01.1. aO pue paenaino8 sewpo 'KY uaaMlaq lelaape aofew euel-rnol e pue prenalno8 sewp0 'KV pue 9E HI uaaMlaq leuape aofew euel-xis e of prenalno8 Alisraniva 6uiper6dn spuewwooei ueid uoilepodsuer j raise j void punoa p 4O all prenalno8 sew1JO 'M'V PUe 9E HI uaaMlaq euei urnl-Llai ralueo e yliM leuape papinip aofew euei-rnol e se prenalno8 Itlisraniun sailisselo i(lluauno mid ralseW uoilepodsuerl roa punoa to / I3 eqj — prenalno8 Alpe/qui-1 .(pdn) Aep rad salo!geA 66L'b Aielewixoadde sem prenalno8 ,(l!sieniva reau prenalno8 sewpO .M.y uo awnion oillerl joaxl 9003 aeaA eqj 'OL03 Aq leuape aofew papinip euel-anol e of pepea6dn aq AeMpeor siyl spuawwooei pue 21.1. aO of (1. L l HO) pe08 esnog6uilsaM worl AeMpeor lelaape roup euel-oMl a se prenalno8 sewuO 'KV sailisselo AIluarrno (1. 'ler) ueid aalselnl uoilepodsueal poor punoa to Al!O all — prenalnos sewpo .M.y uoi4diaosea waisAS uogeiaodsueaj .sluewdolanap pool Jaw pue 'IelidsoH uoles 'OOv '/l!sraniva ems sexal of uoilepodsuerl oggnd a3lel ro 'alp 'mum pinoM olM sluepisar NI rol lun000e of esn-puei leiluepsei eq Aq paleaaua6 sdul alis eql rol pawnsse sem lueorad 01. to uogonpaa lisuerl y .spotted plead Nd pue NV all yloq 6uunp uoilelnoaio lewalui epinord leyl sasn puel Aue rol loaford pesodord eq; Jo; pawnsse sem lueaied 01. to uoipnpeJ einldeo lewalui uv .£ lueoied L17 luaorad £j7 luaoaad I£ Need Wd luaoied LE lueorad £E luaoJed v3 Need INV )lue8 tri -antra lueinelse8 aenownj y6!H Jawao 6uiddogs 6uuaaul6u3 uolieuodsuei j WHMIa4H .paenalno8 lisaaniva Jo wnos `AeMoIJed uoias uo paJewiJse ale pdn 001.'3 '8003 u! paJonpuoo (s,3Wl) sJunoo Juawanow 6uwn} uo paseq aanaMoy `!eMpeoa sigJ uo aigeliene Jou sl eJep oiJJeiJ anoy-b3 •(o!JJeJJ alis JnogJiM) suoipipuoo oiJJell paJseoaaoj 31.03 aapun pawnsse seM }uawanoadwi siill `snail '01.03 Aq uoiJoas papinip auel-JnoJ e of pauep!M aq IIIM /eMNJed uoJes JegJ pawnsse seM Ji `Jueweei6e eq ui pauieJuoo einpagos uoiJoniJsuoo ay# uo pase8 .AeMpeoJ papinipun auel-oMJ e *wino si pue `pal iuedwoa iloueH IGany pue `11.Jisaaniva aims sexal `uoswelliiM JaJuaa Ieoipe uoJas Void punoH Jo Jia uaaMJaq Juaweei6e uoi1edioilJed Jsoo e aapun paJonJJsuoo pue pau6isep seM (yll IeJidsoH uo}as aapun 1 leiaaJay se uMouN Aisnoinaad) /eM)IJed uoJas '31.1. Ha pue (171.1. Ha) paenalno8 AJisaaniva ueemlaq IeiaalJe aofew papinip auel-anoj e se i(eMved uoJas sa!Jisselo ueld ie seW uo!Je1Jodsueal )IooH punoH Jo — I eMNaed uoJas paenalno8 /Jisaaniun Jo wnos `pdn 009' 1. si an!Ja Nowa Apues uo lay eqi Will Moils 8003 tri pepnpuoo swnoo egnJ anoy b3 .awil sill} }e antra Nooa8 Apues apea6dn of sueld ou aae aaayl 'alis Toa(oad eqJ jo Aliuioin aill ui aoloalloo aouiw papinipun euei oMJ a si eniaa Nowa Apues — antra Nowa Apues •paenalno8 IJisJeniva Jo y}nos `pdn 00[`i. sl 31.1. Ha uo lay eqJ JegJ Moils S003 ui palonpuoo sJunoo agnJ anoy-j3 01.03 Aq paenalno8 sawuo 'KV pue paenalno8 A4isaaniva uaaMlaq Ieuepe aofew papinip euel-anoJ e of 31.1. Ha 6uipea6dn spuewwooaa ueld Jake j uoilepodsueai No% punoH Jo ilia au paenalno8 i4!SJaniun Jo uoiloasaa}tri eqJ aeeu ueipew pasiea e ilJiM ieMpeoJ papinip Neianol e of suep!M 31.1. Ho '9003 aagwaldes ui oggnd ayl of pauado seM 31.1. Ha .peon asuuns pue paenalno8 sawiJe •M•y uaaMlaq paenalno8 AJisaaniva ilJiM Joesaalw of paeMI Jou senano JegJ i(eMpeoJ papinipun auel-oMJ e *wino si 31.1. Ha — 31.1. Ha paenalno8 Alisaeniva Jo Limos `peoH esiauns uo palewiJsa ale pdn 003'9 '8003 ui palonpuoo (s,ayj j) slunoo luawanow 6uiwnl uo paseq aanaMoy `AeMpeoa sill uo algeliene lou s! elep 6upeau0u3 uopuodsueal WHMIu8H paenalnog sa up9 .Mwy 6uwuep!M pesodoid Inoyl!M/yl!M pez/leuy „ °well al!s L eseud epnlou! suo!}!puoo oweJT palseoand ZLOZ 3 V V V V V - - - - J heMpe% PUe Z L L H0 V V V V V V - - - - paenalnog hpJen!u0 pue d heMpeou V V V V V y V V V V 3 /MPH/MA al!IlaleS pue enu0 )looJ9 hpueS V y y y y y y y y y a i is/d3 uosioi pue anUQ Gloag hpueg V V - - - - - - - - H heMpeou pue enu0 Gloag hpueS V y y y y y- - - - 0 heMan10 pue 8nu0 Nooag /pueg V y - - - - - - - - g heManuJ pue an10 ilooa8 hpueg V V- - - - - - - - V heManUO pue an!a0 pais hpueg a 8 a 8 3 V 9V V V paenalnog hpian!un pue heMved uoloS 9 9 9 y 8 y v v v v paenalnog h}!sJan!u0 pue an10 Gloag hpueS 0 9 8 8 y y V V V y paenalnog )(panic pue Z L u0 0 0 0 3 0 3 3 0 d 8 paenalnog hl!saan!un pue peon as!aung ..d/0 .x3/0 ..d/0 x.d/0 0 0 0 0 d g paenalnog hl!saan!un pue paenalnog saw!a9 'KV Wd WV Wd INV Old WV Ild NV Wd WV uoiLoesaalul *pe seoeiod + el!g Z aseyd ZLOZ ,palseoaaod ZLOZ pa;seoeiod + alis I. aseyd OLOZ pa1se3eiod OLOZ buijs!x3 800Z aaintas jo /anal uopaasJeeu/ 'Z algal .pe onalsuoo ale `dil aye ul papuewwooaa swewanoadwl uol}oesJe ul pue heMpeoa lie }eye pawnsse (sot) eopues }o !anal uowpuoo Ino-ppq eqj 'Z algal u! pezuewwns we s}lnsaa ayl .pez!leu6is *wino we tow auou `suo!pesaaw! mem; pezAleue (vii) sishleue joedwl ol}}eal eqi owes !o lanai uogoasJawui suoglpuo3 palseoaaod snld ells Z aseyd Z lOZ ■ suolilpuo3 paiseoaaod Z [OZ ■ suo!ppuo3 palseoaaod snld an 1. aseyd 0[OZ ■ suolpuo3 palseoaaod OLOZ ■ suolilpuo3 6uRslx3 8002 ■ :palenlene eleM suolHpuoo (5) ani. pue spoued awls (E) aaayl •pezhleue sem suolloesieiui ewe 6ulisixe uo Luewdolanap pesodoad Loedwl ayl slsAleud owed 9 6uuaaw6u3 uonBliodsueal WHMIHOH eq II!M /eMpeoa s!qi •esn-puel esnoguMol/ao!}}o agl of mod sseooe ue se anaas Aluewud II!M pue alis agl to L JO £ slowed aol mid lsa!l uodn peionalsuoo eq IUM H AeMpeoH — H AeMpeoH •uo!l3esaelu! s!gl le segoeoadde aofew agl 6u!sudwoo `0/3 AeMpeoH loesaalu! II!M pue pal 99 J0 Lipm MOH e gip (6upIaed gilts) aopeHoo leaol auel oMl a eq IUM d AeMpeoE •Z esegd �o inopl!nq ZIOZ agl Aq eleldwoo eq o} pewnsse sem uo!sualxe s!qi Zi HO woa}/ol sseooe ep!noad u! ails loe!oid agi puoAeq pepualxe eq of peuueid s! pue ji paled lsa!! uodn pe a dwoo aq II!M 'eu!l Apadoad waglnos agl of H i eMpeoH woai `£-d luew6as •i JO `£ `Z slaaaed aol le!d leu!! lsa!l uodn pelaldwoo eq !lits 'H AeMpeoH of 0/3 AeMpeoJ woal `Z -d luew6as l lowed aoi penoidde laid isa!l uodn palonaisuoo eq II!M `0/3 AeMpeoH of paenalno8 /l!saan!ua woJJ `l. -d luew6es luewdolenep ebeinA A1!saan!ua eql ao1 slu!od ssaooe u!ew eql to euo se anaas lilts pue ells eq to luewdolenep eq lnog6no4 sluew6es u! pepnalsuoo aq II!M d /eMpeoH — d AeMpeoH ails 6uuogg6!au agl to luewdolenep eql to ped se l esegd to lnoponq oloZ eq Aq eleldwoo eq IPM uo!sualxe s!qi pewnsse seM ll •Z [1. Ho pm loesaalu! of einlnl agl u! pepue xe eq of pauueld s! O / eMpeoH •O AeMpeoH eweu eoualeiaa eq iepun au!! I(pedoad welsee eql le eleu!wJel II!M l! eiegM see eql 01 enu!luoo II!M pue iseM eq uo Me!A el!lleleS gl!M u6!le II!M 3 /eMpeoH •laal 99 to glp!M (MOH) i(eM-10-1g6u e gilts ! eMpeoa leRuep!sei-uou pool en' oMi e eq II!M AeMpeoa s!qi 17 JO `£ `Z ' I. slowed aol penoidde laid isa4 uodn palonalsuoo eq II!M 0/3 AeMpeo8 — 0/3 AeMpeoH •L JO 9 sleoaed aol geld lsa!l uodn pelonaisuoo eq II!M'au!I iliedoad waglnos eq of H AeMpeo8 wog '£-s luew6eS •£ paled aol penoidde laid leu!i isa!l uodn pelonaisuoa eq Il!M 'H /eMpeoH 01 0/3 AeMpeo8 woal `Z -s luewbes .penoidde laid leu!i lsa!l uodn palonalsuoo eq II!M '9/3 AeMpeoH of paene nos Al!sJeA!ua woal `l -S wades •sluew6as u! peleldwoo eq II!M 6u!uep!M s!q •el!s loeFoad eql 6uole 1.46uel aa!lue sl! aoi uolloes-ssoao loos ob e of peuep!M eq Him AeMpeoa s!qi luewdoleAep s!gl to Ind sy alis loeFoad all to A1!up!n all u! aolaalloa aou!w pep!n!pun euel oM1 a s! antra looa8 ipues AIluauna — antra )100J9 Apueg suoljepuewwo3e 6uueeui u3 uolleuodsueii WHMId4H yloq 6uunp (o!lleal alis lnoyl!M) suoil!puoo a!llell pelseoeiol ZIOZ aapun a Sol ,e eleaado IHAA uoipesie tri ayl 'pela!dwoo s! paeneinos sew10 'AAA( 6uo!e 6u!uep!M pesodoid ay16u!wnssy •spouad Need Wd pue Wy ayl gloq 6uunp d SOl le eleiedo of enu!luoo II!M uoipesaalu! Slyl o!lleal alis l0 uoil!ppe ayl yl!M •yaeoadde pee uo auei lg6u/g6noayl euo pue aue! wn1-llai e ep!noad of paeneinos sew!a0 •M•V lo segoeoadde punogylnos pue punogylaou ayl uo seue! wnl-llei 10 uoilanalsuoa ayl 6u!wnsse `spouad deed old pue Wy all gloq 6uunp (o!lleal el!s 1noU1!M) suo! !puoa o!lleal pelseoeiol ? 10? aapun d SOl 1e eleaado !!!M uoiloesaelW sill `paena!nos sewu0 •M•y 6uo!e 6u!uep!M pesodoid all lnoyl!M •Z lOZ aeeit ell /tq pie/winos sew10 *Ary to 6uluapM pesodoid all lnoyl!M pue yl!M - soueueos oMl aol pezA!eue sem uo!laasaelu! s!yl `)!ooa punoa 10 kl!0 ay1101sanbea an Jed sy • I. l l 80/peoH esnog6uRse of 6L Sfl woal leualae pep!n!p aue!-mol a o} paene nos sewu0 'MI, uep!M of sued sey 104x1 •spouad Need ow pue Wy ell yloq 6uunp a Sol le eleaedo of enu!luoa !!!M uo!pesJelu! s!ql o!lleal alis . esegd to uoil!ppe all qij •spouad Need Wd pue Wy all gloq 6uunp (o!lleal alis lnoyl!M) suo!l!puoo a!llell pe seoaaol 01.0? aapun a Sol 1e eleaedo !!!M uo!loesJe u! s!yl 'luewenoadw! sill 6u!wnssy •(ailleal alis lnoyl!M) suo!l!puoa a!lleal pe seoaaol 0102 aol pepuewwooei s! !eub!s oilleal e to uoilepelsu! •pelueaaeM Si 1! uegM paeneino8 Al!saaniun pue paeneinos sew10 'M'V l0 uo!loesielu! all le leu6is °!ileal a iielsu! of sued sal /luno0 all `i(luno0 uoswe!II!M ul!M suo!ssnosip uo poses •/tIeARoedseJ 'spouad Need old pue Wy all 6uunp suo!l!puoo o!lleal 6u!ls!xe 8002 aapun d pue SOl le seleiedo /(iluaaano uoipesaalu! s!y1— paene nos nlisaan!ua pue piena!nos sew10 •M•V •d AeMpeolj yl!M loesJelu! !!!M 1! eiegM lsee all of enuquoa !!!M pue L pue c slowed ueenAlaq antra Nooas itpues ql!M laesaalu! II!M H AeMpe0 •1801 99 10 ylp!M Mold e yl!M /teMpeoa !e!luap!seJ-uou pool aue! 0Ml e 8 6uueau0u3 uoRepodsueal WHMIEIC H oilieq paiseoaaof Z kessaoau si luawanoadwi sig1 •uoi}oasaawi sq }e papuawwooaa sem am uoileaaiaoap wnH'6u punowsee ue luawdolanap >{aaao aalpuego io ped sy •Alenifoadsaa `spouad >lead Wd pue Wy ay} 6uunp a pue o soi i.e a}eiedo !pm uopasaalu! siq} `o!geaj uo!i!ppe eq w!M •spouad >lead old pue Wy eq q}oq 6upnp (oiie.q ails Ingo/A) suowpuoo oi6ea� palseoaao10 LOZ aapun o soq le apeaedo IIDM uogoesaalu! sig1 •(oi}}ea} ails inowM) suowpuoo of ea} paiseoaaol OLE aof paTeldwoo aq pawnsse wenn s}uewanoadwi pawpaw anoge e'1 •6uisegd pue 6uiw!I Ieu6is aziwi}do •aue! pale's 1g6u/'6noaq} auo pue aue! auo apinoad of goeoadde punogq}nos ed48 'am! pale's 1g6u/g6noagf auo pue seuei ww-oi oMi apinoad goeoadde punogqou adws-ad •E •Z .1. :s}uawdolanap )199.10 aalpuego pue uoisinipgns asuuns Apaniun pled se uoRoesaaww sq papuawwooaa ale swawanoadwi uopasJe u! leuo!pippe 6uIMoIIol. a'1 •uoipasaa}ui si'} le uouepelsui ao� peuueid Aguaaano s! 1eu6is oi}fell e `)ooa punoa p / !3 aw woai uoRewaofu! uo passe •/penRoadsei 'spouad Need Wd pue Wy a'# 6uunp sumpuoo of sal 6ui}sixe 9002 aapun d pue 8 80-1 }e sa}eaado Aiwaaano uo! 3esaaw! sig1— paenainos n4!saan!un pue peon asuuns •spouad >lead Wd pue Wy eq� 'coq 6uunp a sol le a eaado anupoo uoRoasaaww uoiiippe wjM aim pale's wnHg6u/g6noaqn auo pueg6noa'n auo uanli}eI auo epinoad'oee won't segoeoadde esegj •paeneino8 smug M y uo sa'oeoadde punownos pue punoggfaou Joi sane! wng-#eI uoRonalsuoo :}oefoad 6uiuep!M ew �o lied se pawnsse ale swewenadwi uoil3esiewi 610M0II01 a'1 •spouad >leed Wd pue INV e'} 6 6uueeui6u3 uoi}epodsueJl WHM!a4H AeMpeold pue paenalno8 Al!saan!un ueemiaq ea' punoqqpou leuo!llppe ue to uo!lonalsuoO • l :sluewenoadw! 6uIMoliol aul 6ulwnsse 'Alanlloedsaa `spouad dead Wd pue ley eul 6uunp 8 pue v goi le aleaado il!M uo!loesaalu! s!qi oillell alis to uo!l!ppe eq uliM •spouad deed Wd pue Wy aul yloq 6uunp (o!llell alis lnoyl!M) suo!lipuoo ogjeal palseoeiol p loZ aapun y Spy le aleaedo of enulluoo Il!M uo!pasaalui s!qi •suouipuoo o!lleal 6uils!xe gooZ aapun spouad Meed old pue INV all inoq 6uunp V SO1 le seleiedo ,Iluaaano uoiloesie u! s!qi — paeneino8 nlisaaniun pue 9AUQ Nooa8 npueS esegd 6uunp uo!loasaalu! s!yl le pepuewwooaa ale slueweAoadw! Ieuo!l!ppe ON •AleAI oedsaa `spouad dead old pue INN eul 6uunp o pue a SO1 le aleaado Il!M uo!loasaalu! sm o!lleal alis to uo!l!ppe aul ul!M •p!e!l eq u! law we spueaaeM uaLM pallelsul eq wogs leu6!s ollleal eqj •spouad Meed old pue wy eq gloq 6uunp (o!llell alis lnogpM) suoippuoo oillell palseoaaol ZloZ aapun 8 soi le ammo II!M uo!pesaalu! aul `Ieu6!s o!lleal a to uo!lelielsu! aul 6u!wnsse `aanaMoH •paz!leu6!sun aleaedo of penu!luoo l! `(o!lleal alis lnoyl!M) suo!l!puoo o!lleal palseoaaol Z GOZ aol spouad deed old pue Wy eql yloq 6uunp d S01 le aleiedo II!M uo!loasaalu! s!qi •spouad Need Wd pue Wy eq gloq 6uunp y soi le aleaado of enu!luoo II!M uolloasaalu! siyl o!lleal alis to uo!l!ppe eql yl!M •spouad Need Wd pUe Wy eql gloq 6uunp (o!llell alis lnogpM) suoll!puoo oilleal palseoaaol 0 L aapun y Sod le aleaado of enulluoo II!M uo!loesaalu! s!qi •suo!l!puoo o!llell 6uils!xe 8002 aapun spoped deed Wd pue wy eul gloq 6uunp v So -I le seleaedo Ailuaaano uo!l3esaalu! s!yl - paenalno8 nllsaan!uf pue Zll a3 •AIeA!pedsaa `spouad deed Wd pue Wy eq 6uunp a pue 3 soi le aleaedo of enu!luoo Him uoRoasaalu! s!yl dwell alis to uo!l!ppe NI pm •Alanlloedsaa `spouad deed old pue INN eul 6uunp (o!lleal alis lnogpM) suoil!puoo o!lleal palseoaaol ZIo3 aapun a pue o soi le aleaedo II!M uo!loesaalu! s!ql luewanoadwi s!ql 6u!wnssy (oilleal alis lnoyl!M) suolllpuoo OL 6uuaaul6u3 uollepodsueil WHMIdaH antra NooiB ApueS 6uole palonalsuoo aq ploys pue 'euel punoqu! auo pue auel punoglno auo to 6u!ls!suoo uo!loas-ssoao loot-gZ wnw!u!w e yl!M palonalsuoo aq pinoys y AeMenua `(Wal) lenueW eualua uorelaodsueal >poH puno> l Z-9 algel aid *suo!l!puoo olllell palseoaaol snid alis ZIOZ aapun spouad deed NH pue Wy eyl gloq 6uunp v S01 le aleaedo II!M uo!loesaalu! s!yl 'esn-puei asnoyuMol ayl of lu!od ssaooe ue se Aian!snpxe mos Il!M pue 9 !awed to inoplmq uodn palonalsuoo aq Il!M y /teMenua — v AeMan!aa pue antra Nooae Apueg .Z asegd 6uunp uo!loesaalu! s!yl le papuawwooaa aae sluawanoadw! leuo!l!ppe oN *AieA loadseJ `spouad Mead 'Aid pue Wy eql 6uunp a pue 8 SOl le eleaedo of enu!luoo II!M uo!loesaalu! s!yl o!lleal alis lo uo!l!ppe eyl yl!M 'Alen!loedsaa `spouad plead Wd pue Wy eyl 6uunp (o!llell alis lnoyl!M) suo!llpuoo o!lleal palseoeiol ZIOZ aapun a pue 8 SOl le aleaedo II!M uo!loasJe u! sly! luewenoadw! s!yl 6u!wnssy (o!lleal alis lnoyl!M) suo!l!puoo o!lleal palseoeiol ZtOZ aapun /aessaoau s! luewanoadw! s!yl *uo!loasie u! sq le papuawwooaa sem ple!l eq u! law aae slueaaeM uayM Ieu6!s o!lleal e to uo!lellelsu! luewdolenap Iel!dsoH uoleg eq to lied sv *AIan!loadsaa `spouad dead Wd pue Wy eyl 6uunp o pUs y Sal le eleiedo II!M uo!loasaalu! s!yl o!lleal el!s to uo!l!ppe eq yl!M *Alan!loadsaa `spouad )!eed Wd pue Wy eq 6uunp (o!lleal alis lnoyl!M) suo!l!puoo o!feal palseoaaol OIOZ aapun 8 pue y SOl le aleaedo II!M uoiloesaalu! s!yl '01.0Z AP palonalsuoo eq of pawnsse sem AeManup s!yl *AenoIaed uolaS yl!M u6lle II!M ley! paenalno8 !l!saan!ua uo AeManup e e ey II!M `paene nog Al!saan!ua to ap!s q iou eq uo luawdolanap suowwoa i psaan!ua ayl *suo!l!puoo o!lleal 6u!lslxe 8002 aapun spouad dead old pue IAN eql yloq 6uunp v SOl le saleaado *wino uo!loesaalu! s!yl - !Dimino(' AlisJen!ua pue AeM3ued voles *Alan!loedsaa `spouad Meed Wd pue Wy ayl 6uunp s soi le aleaado IHM uo!loesaalu! s!yl o!lleal alis to uoll!ppe eq qij 'itlan!loadsaa `spouad Mead INH pue Wy eq 6uunp (o!llell alis lnoyliM) suolllpuoo 3ij ell palseoaaol ZLOZ aapun 8 pue y gOl le aleaedo of enu!luoo II!M uo!loasie u! s!yl .ple!l eq u! law aae slueaaeM uayM Ieu6!s oweal e to uollellelsul _Z L 6upeeLOu3 uo1lepodsueal WHMI daH aapun spouad Mead Wd pue Wy aul gioq 6uunp v S0i w e eiedo o} enupoo IIIM uopasaaw! eq j .suo'ijpuoo 341e4 6uRs'xe 8002 aapun spouad >Ieed Wd pue Wy eq ugoq 6upnp v SM }e se redo Anuaaano uoRoesaaiul slut — a AeMen!aa/doo1 uosao1 pue an'aa Nooae ApueS •6ui iwied ad's }o 814 an ple!1 an u! peu!wJe ep eq Him uopool A McA!ap au *euel punoqu' auo pue duel punogino auo 10 6uRsisuoo uopes-ssoao loo}-gZ wnw'u!w e u}'M pepongsuoo eq pinous a Aemen!ao `Wal )100H punoH 10 "10 Z -g a qel aad •oI}}eal op 10 uoWWippe eqnnopM pue umM uloq `suol1ipuoo 4eaT ZioZ aapun spoped /Bad old pue Wy NI uloq 6uunp y eleaedo o} anupoo II!M uo'pasaaw! aul .sumpuoo °meal pelseoaaol sn'd ales 0L0Z aapun spouad Mead Old pue Wy eul uloq 6upnp v S01 le Bleaado IIIM uo'loesaalu' siul •esn-pue! eowo aul of iuiod ssaooe ue se ,tlan!snloxe aids II!M pue c'doled to lnopi'nq uodn pelonalsuoo eq IUM a ASMan!aa — a AeMan'aa pue anua iIooiB Apueg .H AeMpeoa 10 uoeoadde punoglse eq uo Aeq wnl-481e l0 6u'duls eq 6u'wnsse 'suo!l'puoo o'}}eal pelseoaaog snid al's Z10Z aapun spouad >leed old pue Wy ail uloq 6uunp v S01 le aleaedo IIIM uoiloesaelu! slut .asn-puei esnouuMol/eo!fo all of lu'od ssaooe ue se aids IIIM pue ells au} 10 L c slaoaed aol le'd lsa!l uodn pelonalsuoo eq II!M H AeMpeoa — H AeMpeoH pue OAK] Iooa8 Apueg .6wlllwaed ells 10 8141 aul le play ail u' peu!WJe ep eq II!M uo!leool /eMeAup aul 'esn-puei esnoquMol/eo'}}o aul to soul' Apedoad Limos pue ulaou aul uee eq anua >Ioowa Apueg 6uole palonalsuoo eq pinous pue `duei punoqu' auo pue duel punoglno ouo }0 6uRs!suoo uo'loes-ssoao loot-gZ wnwluiw a uuM pelonalsuoo eq p'nous 8 AeMenua `Wal )Iooa punod 10 Alla aul l0 Z -g a qel Jed •suo'llpuoo olj4eal pelseoaaol snld al's ZLOZ aapun spouad Meed 'Aid pue WV NI uloq 6uunp v S01 le e eiedo IIIM uo'loesielu' s!ul .esn-pue' esnouuMol/aol o eul of lu!od sseooe ue se Alan!snpxe dies IIIM pue L'doled 10 lnop"nq uodn pelonalsuoo eq II'M 8 /temen'aa — 8 Aemen'aa pue anua >Iooae Apueg •6ullllwJed epic) aw'l aul le ple!l aul u' peu'wieiep eq Him uo!leooi /eMen!ap aul .esn pue' esnouuMol eq 10 soul! /pedoad Limos pue ulaou aul uaaMleq Z 6uuaau0u3 uoljeuodsueij WHMIldaH le a eaedo Him paene nos /l!sJen!ua pue d /eMpeo» to uoll3esie u! eq .luewdo!anap e6epIA Al!saanlua aul aol slu!od sseooe u!ew aul to auo se eines !!!M pue alp eql to luewdo!anep eq inoq6noiqj sluew6es u! palonalsuoo eq !!!M d AeMpeoa — pie/twos A sJen!un pue d AeMpeold .spouad Need old pue Wy a1l gloq 6uunp v SOl le aleiedo of enu!luoo !!!M uolloesaalu! eql `o!lleal GIP Z asegd to uoll!ppe aul 1-11!M .(ollleal alts lnoyl!M) suoll!puoo o!llell palseoaaol Z LOZ aapun spouad Need old pue Wy eq uloq 6uunp v SOl le eleiedo of anu!luoo !!!M uolloasaalw eq j .3 ieMpeoa to g3eoadde punowem aqj uo /eq wnl-Ilei e to 6u!dduls aul 6u!wnsse `suo! ppuoo o!llell pe seoaaol snid alis OIOZ aapun spouad Need old pue LAN eql yloq 6uunp v sol le a eaedo of enu!luoo !!!M 3 AeMpeoa/Mal/\ al!!!ales pue antra >!ooae Apues to uonoesiew! eq j .ales aul 6u!naas AeMpeoa !ewelu! ue se 9 9S i(!uewud !!!M l! 'lsaM all of Me!A al!paleS giIM peu6!!e eq pue '17 ao `E 'Z slowed aol panoidde wig lsa!l uodn palonalsuoo eq !!!M 3 AeMpeo>:! •suo!l!puoo dwell palseoaaol 6002 aapun spouad Need 'Aid pue Wy aul yloq 6uunp y SOl le Bleaado o} enu!luoo !!!M uo!loesaalu! eq 'suo!llpuoo o!llell 6wlslxe 8002 aapun spouad Need old pue Wy eql q oq 6uunp v SOl le se redo A!luaaan3 uoipesie u! sigj — 3 A(eMpeoa/Me!A a it eles pue antra Nooa8 ApueS .eue! punoqu! auo pue eue! punoglno auo to 6u!ls!suoo uo!loes-ssoao loot -5Z wnw!u!w e ul!M palonalsuoo eq wogs a AeManua `W3j Nooa punod Z-9 a!gel Jed spouad Need Wd pue Wy aul Tog 6uunp v sol le aleaado of enulluoo !!!M uolloesaalu! eql `o!lleal alis Z esegd to uo!llppe eul RAA '(o!lleal alts lnoyl!M) suo!ipuoo olllell palseoaaol ZIOZ aapun spouad Need Wd pus INV an yloq 6uunp y sol le eleaedo of enulluoo !!!M uo!loesaalu! eq j .suo!llpuoo ollleal pe seoeiol snid alis 0LOZ aapun spouad Need Old pue Wy an yloq 6uunp v SOl le Bleaado enulluoo !!!M uoildesaalu! s!qj 'esn-pue! pip 91.11 of lu!od ssaooe ue se eAleS i(!uew!ad p!M l! 'lsaM aql of dool uosaol ul!M peu6ge eq pue `g !aoaed p lnop!!nq uodn pelonalsuoo eq !!!M a Aemenua .suoglpuoo o!llell palseoaaol 6002 El buueeu!bu3 uoliepodsueil WHMIdaH .E apel u! pazuewwns ale anoge passnosip swawanoadwi uoiloasJejui eql .AiennoadseJ `spoued Heed Wd pue Wy aye 6uunp 0 pue y sod le aleaado !um uopasaap aye `oi eat e}is Z aseyd uoRippe aye qp (oi eat alis InoyppM) suoi}ipuoo of eil palseoaJoi ZLOZ aapun spoiled lead Wd pue Wy ay} q oq 6uunp v aleaado anu!luoo II!M umasaaw! aqi .suo!ppuoo oweal palseoaaq snid alis 0 1.0Z aapun spoiled >lead Wd pue Wy all ygoq 6uunp v soi a eaado IRM AeMpeod pue Z do uoi}oasaap eql .sesn-puei luawpede pue lielaa/ao!lo all of }uiod sseooe ue se anaas i(uuewud pue 'awed inoppq uodn papnwsuoo aq IUM g AeMpeoa — J neMpeod pue Z! l do .spouad Heed old pue Wy eq ylloq 6uunp v soi }e a}eaado anupoo uopasaawi ay} `oi eJT alis Z aseyd uoipppe eye q M .(oi}}eJ1 eps TnopM) suoiiipuoo paiseoaaoi ?1.0? aapun spoied Heed old pue Wy eye q oq 6uunp v soi }e aleaado enupoo'um umesJe u! eq j .suo!i!puoo °wail pa}seoeiol snid eijs 01-0Z aapun spouad Heed old pue Wy aye ypoq 6uunp v sol VL buuaeu!6u3 uogepodsueal INHMIHGH %O Noold punoU 10 a(1!O) •o!lleal Gip1no41!M palseoaaod 01.03 - 'leapo!11ea1 Ilelsul paenalnog lq!esuunn pue peoH asuunS %0 •(a(1u0 seil!!!ln pue MOH a0} eouels!sse Alio pue Aluno3) •loelad 6uluap!M ow! aleJodaooul :(40/kunoO/10ax1) •o!peal alis lnoyl!M pe seoaod Z 102 - •sewu9 •M•y l0 segoeadde punogylnos pue punoqqpou eql uo saue' wnl-01 to u0!lonalsuo3 - ,paeneinog /1!sJen!un pue paena'nog sewu9 'KV %O (ailunoO/104x1) •ollleal alis ln0yl!M palseoaaod 0103 - leAs og}ea1 Ilelsul - (L JO E sleaaed.d ao} laid ism uodn palonalsuoo aq oi) %001e (ledolenap a6ell!n ly!saan!un) E'aoaed 10 luewdolenep ism uodn - I MpeoH 01 anua 31oo1g alpues wa} l} 9910 41P!M MOH a yl!M FeMpea euel-oMl lonalsuoO - H I(eMpeoH (E -d luaw6aS JO} t, 'Baled JOU* Ism pue '3-d weaniaoaed ao} b JO 'E `3 slowed ao} laid leu!} 1slo '1-d lu0w6aS a0} 1. !MEd a0} panoadde mid ism uodn palonalsuoo aq o1) %001 (ledge/kap ebe i !saen!u�. ILn L1. n) 'v l0 luawdolanap uodn c -d wean pue `t, JO `E '3 slowed 10 luawdolanap ism uodn 3-d luaw6aS `1 'aoaed 10 luawdolanap uodn I -d luaw6aS - •eu!l Apedad waylnos em of ylnos 6u!nu!luoo C -d luaw6aS pue M e0 0l 41nos 6u!nu!luoo 'H P H Z -d wean`9/3 AeMpe0H pue paene nog Ll!saan!un uee eq 6uluuna 1-d luaw6aS 41!M sluaw6as u! pelonilsuoo eq !um AeMpea s!41 •eu!! Apedad 4lnos am o} paenalnog /(1!saan!un wall u 9910 ylp!M MOH e um IeMpea auel-oM1 lonaisuoO - d /eMpeold (q JO `E `Z ' I. slowed ao} penadde laid 'sag uodn pelorulsuoo aq o1) %OO 1 (18d019nep a eu!n �i1!saan!ua) • 1 !awed�(laadad'sea to luawdolanap uodn - •aug 4141 01 anua ilooag Apes wa} l} 99 10 ylp!M MOH e M MOH, euel-oMM lonalsuo3 - 9/3 ,(eMpeoH (E -s luaw6aS a0l L JO 9 stewed aol laid ism uodn pue `Z -S luaw6aS ao} E l8oaed 101 panoadde mid pug ism uodn '1.-s luaw6aS Jo} panoadde laid leu!} 1sa!}uodn pelonalsuoo eq 0l) %001 (ledge/kap 86e1l!n Alpe/dun)•suo!1!puoo palseoaaod snid alis Z10Z aepun E S pue 3-S sluaw6as pue suo! sl palseoaaod snid 81!9 OIOZ iepun 1-S luaw6aS - *NH Apedoad waylnos 814101 H Aempe0H wall £-S luaw6aS pue 'H �teMpeoH 01 9/3 AeMpeoH wall Z -S luaw6aS '9/3 i(eMpeou 01 'me L1!saan!un wall 1 S luaw6aS 141!M `sluaw6as 88x41 u! pelonalsuoo eq Plnoys 6u!uep!M s!41 luewdolenep 86e11!n /1!saan!ua 8141 6uoie 416u810.14U0 101 UO1O8S-ssao 100101 e of uap!M - an!aa Nowa ApueS %0 (10ax1) •o!}}ea)81!s lnoyl!M palseoa0d Z103 - •sNeeiq ue!pew pue saue) will 41!M AeMpea pep!n!p euel-anol e 01 uep!M - paenalnog smug •M•V *uoiingpluo3 walled (AllllglsuodsaH) eseyd sluawanadwI pepuawwooe AeMpeoH/uo}loesialuI ssuawanoidw/ Jo A.aewwns '£ a qel Sl 6uuaeu!6u3 uo!Ieiodsueil WHMIIdGH (£ ape o Ino in uodn I d 1 Pi. q palonalsuoo aq ol) %00l (aadolanap• e6ep!A /4!sJan!un) •suo!l!puoo palseoaaod snid 01S OIOZ punoqu! auo pue aue unoOlnol q P I P q auo pin �(eManup long}suo0 a ABMa4u0/d0o-1 uos101 pue 94!00 Vas Apues (Epole o lno in uodn poled PI. q palorulsuoo aq 01) %0 I.snid (aadolanap a6ell!/ I sJeA!ua) •suo!l!puoo palseoaaod en 01.0Zauo - puno w auopue aue unoalno q I P 4 y1!M AeMeAup lonJlsuo0 - 0 �teMa4u0 pue anus k1oas Apues (Lpole 10 lno in uodn paledPI. q papruisuoo aq ol) %00lauo (Jedoia4ap a6e11!A l�!sian!u[1) •suo!l!puoo palseoaaod snid en Z I.OZ - puno tri auopue aue unoalnol q I punoqino qI!M AB/AmpPnJIsuoa - 8 r(ennan!a0 pue antra Nowa Apues (9 paled 1oIno in uodn palorulsuoo aq ol) %WI.auo (ledole4ap aeIlAI1sJan!ua) suo}punpalseoaod snid en Z lOZ - al puno w auo pue aueI Punoqno yl!M AeMen!p Ionalsuo0 - V AeManua pue 0410 Noaa Mtpues (j, JO 'e 'Z Spied Jo} pa/adde mid Lag} uodn pejsod eq oI) %Ol (JadoleAep e6e11!A Apia/gun pue `aadolanap Ie1!dsoH uolas 'f00% puno% }0,x!0) •o!IeJI alp mown paaseoaiod Z lOZ - •Ieu6!s oy}eJi !pistil pae4alnos Apia/gun pue rSeMmaed uolas (I iaoJed ao} peAoadde mid }sJ!} uodn pelsod eq ol) %lZ (aedole4ap a6ell!A A!sJa4!ua pue X100% puno% }o Aid •suo!l!puoo palseoaaod snld el!s 01.0Z - leu6!s o!}}ea1 Ile}su1- pienalnos A!saa4!ua pue antra i1oas Apues (•I7 Jo 'C 'Z waled Jo} peAwdde mid Isa!} uodn palsod aq oI) %1, L'Niel' (ledoie4ap gem Apia/gun J1el!dsoH uoies /f00% puno% }o AM)'Ieu6!s 0115 lnoyl!M palseoaaod Z l0Z - og}eil pe}sul pie/kenos Allsaan!ua pue Z1 l 80 %0 (nap i1aaa01! Ino ielpueoyl!M 40) o!}}eaI alp ln palseoaaod O l0Z - 'suet !map wnl-Iy6u/g6nayl auo pue aue! uanl-yal auo ep!4oad of yoeoidde punogylnos ayl ed!As - %0 (LadoleAep aspuns Apia/gun pue l00% puno% }0 A!0) •o!}}eaI alp Inoyl!M palseoaaod Z LE - •auel uo!Ieialaoap uanl-g!.! punoglsea ue Ionalsuo0 - %0 (Jedolenep �laaa0 lalpuey0) o!}}eaI oeialp lnoyl!M palseoaio3 0102 - •auel paieys ly6u/y6nayl auo pue seuel wnl-I}al owep!4oid of yoeadde punogypou an adds -au - 9l 6uuaau!6u3 uo!lepodsueal WHM!ldaH •muewaa&6e and u! paquosap se aq Heys 6wsegd.. •paieldwoo s! sewua 'MA/ }o 6wuap!M ay} 6u!wnssy (L 10 6 spied(*adolenap aoi aeld Ism uodn pa�ona�suoo aq off) %OO I a6eH!A Al!saan!un) suola!puoo pajseoeiod snid RS Z IOZ - •Aeq millet punogise a aonajsuoa - H Aempeoa paeAua �I00J8 i(pues (ti 10 'E `Z '1. spied 101 panadde Heid 's14 uodn peponnsuoo eq oj%OOIpue (Jedolanap a6ell!A A!saan!un) suo1!puoo pa}seood snid al!S 0IOZ - req uln�el punogisane ona}suoa - J/3 od/ aHeS ana Iowa Agues dVW NOIIV901 V3db' l 3df1913 NVid 311S 1V1Ild3ON00 Z 32:11101d fr .00G = :31VOS OOS 0 OSZ 00S •uopuplopai Ximorjsurs ioj op:pfai Xprop OU slut aged sap uo all jo Ind .to uv AlflUNIVIIONalk SIING1103au AVM3AIHCI 3JJS = Z 3SVHd = 3SVHd = CIN3931 800Z 'L lir suoi1oaS 1aaa4s 3 - !I9IHX9 Xl `)1002:1 puno i 06811!A A}isaaniun (xewru!w) ,0Z/,9 9919S MOa auel lane) L .9l ,09 eue- oe!poZ aue I 4lem laneJI ap!S Mlem 9P!S auei a1!g .17 Moa .s9 ma!A a}!IIa1eS© auei auel 6ue!Jed lane�l IOABJl lall eyed Ilemap!S MOH Allem 6upped aP!S !a!!BJed .99 ma!A aThIa1eS 40 umoS an!aa a6el!!A Apsieniun® auei auei 6ulied lane�l lanes l lalleJed 21 Z L--..9- 11em ap!S 6u!pl!n9 I!eled uoN - ma!A al!IIam s 4o Moa upou antra a6eII!A fq!sJeA!ua® 6u!Wed Allem ap!s adeospuei !aIIeJed 9—�--8 —.9 auei laneJl .Z1 .99 auel !aneJ1 ,z 1- 6u!Jed lapeJed adeospue- Allem ap!S .9p N'.9 ...—.9 .,--,9 uawase3 tuawase3 )llemap!S Illemap!S '8 g .3. fl d _3.n.d 6u!pl!n8 I!e1e i - ma!A ap!IlaleS 4o u}aou antra e6eil!n A1!sJan!u11® luewase3 MOH uawase3 sllemap!Sz ,99 .rllemap!S auel laneal .Z g Mem 6upped •311'd ap!S adeospuel !alleied auel 6u!ed Allem g (xewru!w) 18ABJl lalleied edeaspuei ap!S '3'll'd 1-0Z1.9 HoeglaS Z —.01— 00£0 00£ = .1. 31VDS 091 00C 900Z '9 L Jaqweidas HitION Hcflqx3 6upoqdeeij Z*9'01. I:9'01 11/01. C'Z'O Z7'01. 1:1:01 I%0X71 rrsj 111019101.01' • • 1////1 pue6e eupoqd X1 '>10021 NflOI 30V111A a 0 Illy /1 i or Npri.I.S. ".01.1',11VallniiiIIII -.Alkalk,COILIPI!li ,..., rii111.--1101.2, II- im- *VAR :LP 110.10!:" W."' IMO:4W OntiltailtAll, 4117 WI 0. 1 £•0 1 poneinog ApsiaANCI malA 91111e1.09 • SUX31 `ALNf O3 NOSWUI'11IM )I21313 AINf103 `831SIM '3 A3NUN 001,0S$ A133N3W3 Wtl t£:0i 9002/S0/ii Nr'pa3 ti9EE90900Z SOb003b OI18fld 1dIOIdd) 430 lOD3m aNd a31I d t998L SVx31'NJOI aNnoJ 1332JIS NIVw '3 ZZZ AliV13 IJ3S AlIJ :Nlld NDOI aNflOjj JO AlIJ :Ol N2J111321 3S`d]ld 'JNIG iOJ321 213134 '£8# and o} sane ZS'£L Bu!uozab L9tt-£Z-0t-80-Z 'oN apueuipio