The URL can be used to link to this page

Z-02-01-24-8B1 - 1/24/2002ORDINANCE NO. z-o2-0-ay-SaI 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 105.31 ACRES OF LAND IN ROUND ROCK, WILLIAMSON COUNTY, TEXAS PLANNED UNIT DEVELOPMENT (PUD) DISTRICT NO. 56. WHEREAS, an application has been made to the City Council of the City of Round Rock, Texas to amend the Official Zoning Map to zone the property described in Exhibit "1", attached hereto and incorporated herein, as District Planned Unit Development (PUD) No. 56, said Exhibit being attached hereto and incorporated herein, 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 28th of November, 2001, 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 PUD No. 56 be amended as shown herein, and WHEREAS, on the 20th day of December, 2001, after proper notification, the City Council held a public hearing on the requested amendment, and ..nnMa\wnPT.nnX\n.\wnnX\nRnTmAmr\n2n1241;1_WPD/edc 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, 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 COUNCIL OF THE CITY OF ROUND ROCK, TEXAS: I. That the City Council has hereby determined the Planned Unit Development (PUD) No. 56 meets the following goals and objectives: (1) The development in PUD No. 56 is equal to or superior to development that would occur under the standard ordinance requirements. (2) P.U.D. No. 56 is in harmony with the general purposes, goals, objectives and standards of the General Plan. (3) P.U.D. No. 56 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. 56 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. 56 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. H. That the Official Zoning Map adopted in Section 11.305(2), Code of Ordinances (1995 Edition), City of Round Rock, Texas is hereby amended so that the zoning classification of the property described in Exhibit "1", attached hereto and incorporated herein shall be, and is hereafter designated as District Planned Unit Development (PUD) No. 56, and that the Mayor is hereby authorized and directed to enter into the Agreement and Development Plan for PUD No. 56 attached hereto as Exhibit "2", 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 Ordinance was adopted was posted and that such meeting was open to the public as required by law at all times during which 3. this Ordinance 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. 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 day of , 2001. Alternative 2. READ and APPROVED on first reading this the F( _ day of 11 QdLLaJ1Jr , 200 / 0°'' READ, APPROVED and ADOPTED on second reading this the OPP C/A—day , 2001 ►� / !, �. . STLdKA, JR. I ayor City of Round Rock, Texas ATTEST: CHRISTINE R. MARTINEZ, City Secretary 4. LIST OF EXHIBITS ORDINANCE Exhibit Description Exhibit "1" Field Notes Exhibit "2" Development Agreement C::ODMA/WORLDOX/O:/WDOX/CORR/GNL/PUDS/TOWNCENT/00018528. WPD/kg 105.31 Acres P.U.D. Tract FN2288R(CMS) Asa Thomas Survey A-609 January 7, 2002 Williamson County, Texas SAM, Inc. Job No. 22005-01 DESCRIPTION OF A 105.31 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, A PORTION OF THAT CALLED 10.30 ACRE TRACT DESCRIBED IN THE POSSESSIO N AND USE AGREEMENT FOR TRANSPORTATION PURPOSES, AND DEDICATED AS A.W. GRIMES BOULEVARD, EXECUTED MAY 31, 2001 AND RECORDED UNDER DOCUMENT NUMBER 2001038661, BOTH -OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY. TEXAS; SAID 105.31 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference at a 1/2 -inch iron rod found on the south right-of-way line for Gattis School Road (width varies), being the northwest cdrner of a called 5.000 acre tract of land described in the deed to Vernon L. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, also being the northeast corner of a proposed 2.62 acre tract of land for additional right-of-way purposes and the northeast corner of said 105.508 acre tract, and from which point a 'A -inch iron rod found for the southeast corner of said 105.508 acre tract bears S 21' 00' 10" E, a distance of 1988.95 feet; THENCE S 21° 00' 10" E, with the west line of said 5.000 acre tract, being the east line of said 2.62 acre tract, a distance of 39.66 feet to a concrete monument with brass disk found for the southeast corner of said 2.62 acre tract, being the northeast corner and POINT OF BEGINNING of the tract described herein; THENCE 5 21° 00' 10" E, continuing with the west line of said 5,000 acre tract, the west line of Revised Interchange Business Park Section One, a plat of record filed in Cabinet J, Slides 24-25, Plat Records of Williamson County, Texas, and the west line of A Repiat Of Interchange Business Park Section 2, a plat of record filed in Cabinet N, Slides 196-199, Plat Records of Williamson County, Texas, a distance of 1752.09 feet to a %-inch iron rod found for the southeast corner of said 105.508 acre tract, being the northeast corner of Lot 2, Block A, Dupont Subdivision as recorded in Cabinet 0, Slide 102-103 of the Plat Records of Williamson County, Texas; THENCE S 71° 45' 44" W, with the north line of said Lot 2 Dupont Subdivision same being a south line of said 105.508 acre tract passing at a distance of 1082.24 feet a flinch iron rod found for an ell corner of said 105.508 acre tract, same being the northwest corner of said Lot 2 and the northeast corner of a proposed 0.55 acre tract, continuing for a total distance of 1084.76 feet to a Y -inch iron rod with cap set for a point of curvature; THENCE continuing across said 105.508 acre tract, with the northerly lines of said 0.55 acre tract, the following three M courses and distances: 1. with the arc of a curve to the left, a distance of 39.74 feet through a central angle of 06° 09' 14", having a radius of 370.00 feet and a chord which bears S 55° 44' 49" W, a distance of 39.72 feet to a %-inch iron rod set for a point of tangency, 2. S 52° 40'11" W, a distance of 36.39 feet to a '/-inch iron rod with cap set for a point of curvature, and 3. with the arc of a curve to the left, a distance of 22.71 feet through a central angle of 86° 44' 22", having a radius of 15.00 feet and a chord which bears S 09° 18' 00" W, a distance of 20.60 feet to a 1A -inch iron rod set for a point of reverse curvature on the easterly right-of-way line of said A.W. Grimes Boulevard; Page 1 of 4 b a EXHIBIT 1 105 31 Acres P.U.D. Tract FN2288R(CMS) Asa Thomas Survey A-609 January 7, 2002 Williamson County, Texas SAM, Inc. Job No. 22005-01 THENCE with the curving easterly right-of-way line of said A.W. Grimes Boulevard, being the westerly line of said 0.55 acre tract, to the right, a distance of 303.15 feet through a central angle of 22° 22' 38", having a radius of 776,20 feet and a chord which bears S 22° 52' 52" E, a distance of 301.23 feet to a '/2 -inch iron rod with cap set for the southwest corner of said 0.55 acre tract, and being a southerly angle point of the tract described herein; THENCE N 78° 20' 00" E, with the south line of said 0.55 acre tract, a distance of 75.06 feet to a 1/2 -inch iron rod with cap set on the west line of saki DuPont Subdivision, being a southeasterly line of said 105.508 acre tract, said point being the southeast corner of said 0.55 acre tract and a southerly angle point of the tract described herein; THENCE S 20" 35' 01" E, with the west line of said Dupont Subdivision, being a southeasterly line of said 105.508 acre tract and the tract described herein, a distance of 856.47 feet to a'/2 -inch iron rod found for the northeast corner of Lot 2, Block A, George Subdivision, a plat recorded under Document Number 9735546 and filed in Cabinet 0, Slides 338-339, Plat Records of Williamson County, Texas; THENCE S 69° 10' 15" W, leaving ,the west line of said DuPont Subdivision, with the north line of said George Subdivision, being the south line of said 105.508 acre tract and the tract described herein, passing at a distance of 358.78 feet a "/-inch iron rod with cap found on the easterly right-of-way line of said A.W. Grimes Boulevard, said point being the most southerly southeast corner of said 10.30 acre tract, continuing a distance of 60.46 feet for a total distance of 419.24 to a calculated point for the southerly terminus of the centerline of said A.W. Grimes Boulevard, and from which point a "/2 -inch iron rod with cap found for the most southerly southwest corner of said 10.30 acre tract bears S 69° 10' 15" W, a distance of 9.58 feet THENCE leaving the north line of said George Subdivision, with the centerline of said A.W. Grimes Boulevard, the following seven (7) courses and distances: 1. with the arc of a curve to the right, a distance of 404.11 feet through a central angle of 16° 09' 51", having a radius of 1432.39 feet and a chord which bears .N 05° 50' 07" W, a distance of 402.77 feet to a calculated point of tangency, 2. N 02° 14' 49" E, a distance of 349.90 feet to a calculated point of curvature, 3. with the arc of a curve to the left, a distance of 1105.46 feet through a central angle of 88° 26' 12", having a radius of 716.20 feet and a chord which bears N 41° 58' 17" W, a distance of 998.94 feet to a calculated point of tangency, 4. N 866 11' 23" W, a distance of 237.30 feet to a calculated point of curvature, 5. with the arc of a curve to the right, a distance of 1018.89 feet through a central angle of 66° 13' 40", having a radius of 881.47 feet and a chord which bears N 53° 04' 33" W, a distance of 963.11 feet to a calculated point of tangency, 6. N 19° 57' 42" W, a distance of 288.04 feet to a calculated point of curvature, and 7. with the arc of a curve to the right, a distance of 625.84 feet through a central angle of 17° 12' 39", having a radius of 2083.48 feet and a chord which bears N 11"21'23"W, a distance of 623.49 feet to a calculated angle point; Page 2 of 4 105.31 Acres P.U.D. Tract FN2288R(CMS) Asa Thomas Survey A-609 January 7; 2002 Williamson County, Texas SAM, Inc. Job No. 22005-01 THENCE N 29° 26' 50" E, passing at a distance of 113.52 feet a concrete monument with brass disk found on the easterly right-of-way line of said A.W. Grimes Boulevard, being a westerly line of said 105.508 acre tract, said point being the most westerly southwest corner of said 2.62 acre tract, continuing 64.32 feet for a total distance of 177,84 feet to a concrete monument with brass disk found for an angle point; THENCE with southerly lines of said 2.62 acre tract, being northerly lines of the tract described herein, the following six (6) courses and distances: 1. N 42° 56' 03" E, a distance of 50.00 feet to a concrete monument with brass disk found for an angle point, 2 N 56° 25' 17" E, a distance.of 64,32 feet to a concrete monument with brass disk found for an angle point, 3. N 88° 18' 34" E, a distance of 919.46 feet to a concrete monument with brass disk found for an angle point,., 4. S 89° 55' 29" E, a distance of 182.69 feet to a concrete monument with brass disk found for a point of curvature, 5. with the arc of a curve to the left, a distance of 195.27 feet through a central angle of 01° 56' 55", having a radius of 5741.58 feet and a chord which bears N 89° 06' 03" E, a distance of 195.26 feet" to a concrete monument with brass disk found for a point of tangency, and 6. N 88° 07' 39" E, a distance of 818.96 feet to the POINT OF BEGINNING and containing 105.31 acres of land, more or Tess. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON That I, Paul C. Sauve, Jr., a Registered Professional Land Surveyor, do hereby certify that the above descriptidn is true and correct to the bestof my knowledge and belief and that the property described herein was determined by a survey made on the ground during October 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this t - 8t day of Jr ary 20' A.D. SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy. So, Suite 125 Austin, Texas 78704 Sau`v- Jr. d Profession.' and Surveyor 8 - State of Texas Page 3 of 4 N$6'25'17`E /442'54'03T44.32' 30:00' GATTIS SCHOOL ROAD (R.O.W, WIDTH VARIES) N20'26'60 -E Nsa-ta'34%E 914.46 2.62 ACRES FOR PROPOSED ADDITIONAL RIGHT—OF—WAY S21 -00'10.E 9'E 014.90' P.O.C. A. W. CRIMES BOULEVARD 020, DOC NA 2001058001 (UNDER CON51)3UC1ON) TODAY PRA HICKERSON. L.P. CALLED 105.508 ACRES DOC.# 2000049743 O.P,R.W.C.TX. (R1:HSE0) NTERA'IANGE 13USINES5 PARK ,.. BLOCK A SECTION ONE ,g, [ora CAB. a SL 24-25 P.R,w.c. Tx. 11 105.31 ACRES A REPLAT Or DL C A IN ERO-IANGE BUSINESS PAF LECTION T CAG N, SL. I -199 P,R.W.C.Tx LOT 8 81LCC BLOCK b CALLED 33.509 AC. DELL COMPUTER HOLDINGS, L.P, DOC. # 1999971259 O.P.R.W.C.TX. S52'4011'W 36.39' 1' 1 • BLOCK A LOT 1 FINAL PLAT OF "THE HOMESTEAD" SUBDIVISION CAB. P. SL. 89 1 P,R,W.C.TX, GRAPHIC SCALE LEGEND o 1/2" IRON ROD WITH CAP SET ▪ 1/2" IRON ROD FOUND UNLESS OTHERWISE NOTED • CONCRET>r MONUMENT WITH BRASS DISK FOUND A CALCULATED POINT P.O.C. POINT OF CEMMENCEMENT P.O.B. POINT OF BEGINNING D.R.W.C,TX. DEED RECORDS OF WILLIAMSON COUNTY, TEXAS O.P.R.W.C.TX. OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY. TEXAS P,R.W,C.TX. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTES: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS C4 N70•20b0'E 73.06' LOT 2, BLOCK A DUPONT SUBDIVISION CAB. 0, SL. 102-103 P.R.W.C.TX. MAXSERV, INC. DOC.# 9706678 0.P.R.W.C. TX. LOC A WT 2 GEORGE SUBDIVISION CAB. 0, SL. 338-339 P,R.W.C.TX. SLOCX C LOT t • CURW TRW ni 0d10 ROdtui —. tL' hh awed IIS I1'y mord CS (WN'14• 370.40' 3$ 7+' S $5.44'49` W 12.72' C4 24'4'22 13.44' 22.71; S O4j 'Q9' W 2O. t4' CSS 22'22'34' 775,20' 143.13.' - 404.11• k "11'1r w S 0510'27" E 341.2' 442,77 C5 10*51' 1432,39' C7 44'20'12` 714.20' 1125,+4 k N'14.17" W 99344. CA y¢j '40- 061,Lr tat a.av 1 5 E 44511' C9 1771'39` 2453,46' 423.5+' .;3' S tt'211]' 0'_ G27 i9' Citi 41`55'55' 5741.55' t95,27 N 6406'0 ' E I 26' PROPECTI HK:KEttSG( JQ oNL1ATEl T II , 2002 ▪ 17122.R.20Y1 1TCi#N1CfAN: DMN776W3 DRAWING, I7t22bd9.Awt sCA1.2. 1 -Oso' 4029 CAPITAL Or TMXAS HIGHWAY, .:O. BIIDDIC OAKS PR0Fi3S10"aL PLATA. $UITC 125 AUSTIN Texan, 78704 0512) 447-0573 FAA: C512) 526-3029 et14 L: BAM.SAM-INC-AUS.COM SKETCH TO ACCOMPANY FIELDNOTE No. 2288R PAGE 4 OF 4 AGREEMENT AND DEVELOPMENT PLAN TOWN CENTRE PUD PLANNED UNIT DEVELOPMENT NO. 56 THE STATE OF TEXAS § COUNTY OF WILLIAMSON § THIS AGREEMENT AND DEVELOPMENT PLAN (this "Agreement") is made and entered by and between the CITY OF ROUND ROCK, TEXAS, a Texas municipal corporation, having its offices at 221 East Main Street, Round Rock, Texas 78664 (hereinafter referred to as the "City"), and TODAY PRA HICKERSON, L.P., a Texas limited partnership its successors and assigns, having their offices at 17440 N. Dallas Parkway, Suite 230, Dallas, Texas, 75287 (hereafter referred to as the "Owner"). For purposes of this Agreement, the term Owner shall mean TODAY PRA HICKERSON, L.P., its 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 105.31 acres, as more particularly described in Exhibit "A", (herein after referred to as the "Property") attached hereto and made a part hereof. WHEREAS, The Owner has submitted a request to the City to rezone the Property as a Planned Unit Development (the "PUD"). WHEREAS, pursuant to Chapter 11, Section 11.316(8), Code of Ordinances (1995 Edition), City of Round Rock, Texas, the Owner has submitted a Development Plan setting forth, the development conditions and requirements within the PUD, which Development Plan is contained in Section II of this Agreement; 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 November 28, 2001, 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 Development 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; 1 Planned Unit Development Agreement Final (Clean) (00018477.WPD;1)/cdc EXHIBIT 2 NOW THEREFORE BY THIS AGREEMENT WITNESSETH that, in consideration of the covenants and conditions set forth herein, the City and the Owner agree as follows: I. GENERAL PROVISIONS 1. CONFORMITY WITH DEVELOPMENT PLAN That all uses and development within the Property shall conform to the Development Plan included in Section II herein. 2. CHANGES AND MODIFICATIONS No changes or modifications will be made to this Agreement or the Development Plan unless all provisions pertaining to changes or modifications as stated in Section II.14 below are followed. 3. ZONING VIOLATION The Owner understands that any person, firm, corporation or other entity violating any conditions or terms of the Development 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. LIENHOLDER CONSENT That the lien holder of record has consented to this Agreement and Development Plan, including any and all dedications to the public. Lien holder consent is attached hereto and incorporated herein as Exhibit "B". 5. MISCELLANEOUS PROVISIONS 5.1 Assignment. Neither party may assign its rights and obligations under this Agreement without having first obtained the prior written consent of the other which consent shall not be unreasonably withheld. This section shall not prevent the Owner from selling or leasing the Property or portions of the Property, together with all development rights and obligations contained in this Agreement and Development Plan, and no consent shall be required in connection with such sale or lease provided the purchaser or tenant assumes Owner's obligations in writing as to such portions of the Property. 2. Planned Unit Development Agreement Final (Clean) (00018477.W PD;1)/cdc 5.2 Necessary Documents and Actions. Each party agrees to execute and deliver all such other and further instruments and undertake such actions as are or may become necessary or convenient to effectuate the purposes and intent of this Agreement. 5.3 Severability. In case one or more provisions contained herein are deemed invalid, illegal or unenforceable in any respect such invalidity, illegality or unenforceability shall not affect any other provisions hereof and in such event, this agreement shall be construed as if such invalid, illegal or unenforceable provision had never been contained herein. 5.4 Entire Agreement. This Agreement constitutes the entire agreement of the parties and supersedes any prior or contemporaneous oral or written understandings or representations of the parties respecting the subject matter hereof. 5.5 Applicable Law. This Agreement shall be construed under and in accordance with the laws of the State of Texas. 5.6 Venue. All obligations of the parties created hereunder are performable in Williamson County, Texas and venue for any action arising hereunder shall be in Williamson County. 5.7 No Third Party Beneficiaries. Nothing in this Agreement, express or implied, is intended to confer upon any person or entity, other than the parties hereto (and their respective successors and assigns), any rights, benefits or remedies under or by reason of this Agreement. 5.8 Duplicate Originals. This Agreement may be executed in duplicate original, each of equal dignity. 3. Planned Unit Development Agreement Final (Clean) (00018477.WPD;1)Icdc 5.9 Notices. Until changed by written notice thereof any notice required under this Agreement may be given to the respective parties, by certified mail, postage prepaid or by hand delivery to the address of the other party shown below: OWNER CITY OF ROUND ROCK TODAY PRA HICKERSON, L.P. 17440 N. Dallas Parkway, Suite 230 Dallas, Texas 75287 Attn: Leon J. Backes 5.10 Effective Date. City of Round Rock, Texas 221 East Main Street Round Rock, Texas 78664 Attn: Director of Planning This Agreement shall be effective from and after the date of due execution hereof by all parties. 5.11 Appeal of Administrative Decisions. Administrative decisions provided for in this Agreement may be appealed to the City Council in writing within 90 days following receipt by the Owner of the written confirmation of the decision. 5.12 Binding Effect. This Agreement and the Development Plan binds and benefits the Owner and its successors and assigns. 5.13 Sunset Provision In the event that this Planned Unit Development is not recorded within four years from the date the Planned Unit Development is approved by the City Council, then the Planned Unit Development shall be automatically voided, and the property described herein shall be zoned Single Family -Residential (SF -1). 5.14 Termination of previous PUD This Agreement and Development Plan supercedes the Agreements and Development Plans adopted by Ordinances Z -99-03-25-9C1 and Z -99-03-25- 9C2 as they apply to the Property described in Exhibit "A" of this agreement only. 4. Planned Unit Development Agreement Final (Clean( (00018477.WPD;1)/cdc The original Agreements and Development Plans adopted by Ordinances Z- 99 -03-25-9C1 and Z -99-03-25-9C2 continue in effect for the portions of the property described in the original agreements that are not part of this Agreement and Development Plan. II DEVELOPMENT PLAN 1. DEFINITIONS Words and terms used herein shall have their usual force and meaning, or as defined in the Code of Ordinances (1995 Edition) as amended, City of Round Rock, Texas, hereinafter referred to as "the Code" 2. PROPERTY This Development Plan (hereinafter referred to as "Plan") covers approximately 106.55 acres of land, located within the city limits of Round Rock, Texas, and more particularly described by metes and bounds in Exhibit "A", attached hereto. 3. PURPOSE The purpose of this Plan is to insure a PUD that 1) is equal to or superior to development that would occur under the standard ordinance requirements, 2) is in harmony with the General Plan, as amended, 3) 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, 4) is adequately provisioned by essential public facilities and services, and 5) will be developed and maintained so as not to 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 and subdivision by this Plan. All aspects not specifically covered by this Plan shall be regulated by applicable sections of the Code. If there is a conflict between this Agreement and Plan and the Code this Agreement and Plan shall supersede the specific conflicting provisions of the Code. 5. Planned Unit Development Agreement Final (Clean) (00018477.WPD;1)/cdc 4.2 Other Ordinances All other Ordinances within the Code shall apply to the Property, except as clearly modified by this Plan. 5. PERMITTED USES The Property shall be used as shown in Exhibit "C", attached hereto and incorporated herein. 6. DEVELOPMENT STANDARDS The Property shall be developed in accordance with the Development Standards set forth in Exhibit "D", attached hereto and incorporated herein. 7. BUILDINGS Building size, dimension, height and setbacks for all parcels shall be as modified in Exhibit "D", attached hereto, as applicable to each parcel and its designated use. 8. LANDSCAPING AND BUFFERING Landscaping and buffering shall be as modified in Exhibit "D", attached hereto, as applicable to each parcel and its designated use. 9. UNDERGROUND UTILITY SERVICE Except where approved in writing by the Director of Public Works, all electrical, telephone and cablevision distribution and service lines, other than overhead lines, which are, three phase or larger, shall be placed underground. 10. DRIVEWAY ACCESS TO A. W. Grimes Boulevard and Gattis School Road: 10.1 Parcel 1 (Office Tract), identified on Exhibit "C", shall be permitted two driveways onto Gattis School Road. These access drives shall be located a minimum of two hundred feet (200') from the centerline of Joyce Lane. The most westerly driveway shall be located at the western boundary of Parcel 1 and shall provide a joint access drive with the most easterly drive permitted on Parcel 2. Parcel 1 shall also have access to Gattis School Road from an extension of Joyce Lane, which shall be constructed by the Owner as a Public Street pursuant to City standards and, as generally shown on Exhibit " C-1" (additional access drives to Parcel 1 shall be permitted onto the extension of Joyce Lane) 6. Planned Unit Development Agreement Final (Clean) (00018477.WPD;1)/cdc 10.2 Parcel 2 (Commercial Tract), identified on Exhibit "C", shall be permitted four driveways to access Gattis School Road to be located as follows. 10.2.1 The most easterly driveway shall be located immediately abutting Parcel 1 and provide joint access to both the Commercial Tract and the Office Tract. 10.2.2 The most westerly driveway shall be located 200' west of South Creek Drive. 10.2.3 The third driveway shall be aligned with South Creek Drive. 10.2.4 The fourth driveway shall be located a minimum of two hundred feet (200') from any other driveway on the tract (measured between driveway centerlines). 10.3 Parcel 2 (Commercial Tract), identified on Exhibit "C", shall be permitted five access points to A. W. Grimes Boulevard to be located as follow. 10.3.1 The most northerly access shall be located at minimum of two hundred feet (200') south of the Gattis School Road right of way (measured from the boundary after additional right of way dedication identified on Exhibit C of this agreement). 10.3.2 The second access shall be located to align with the median cut proposed for A. W. Grimes Boulevard approximately six hundred feet (600') south of Gattis School Road. The exact location shall be approved in writing by the City Traffic Engineer. 10.3.3 The third and fourth access points shall be provided by way of Town Centre Drive, a public street, which shall be aligned with the two median cuts designed for A. W. Grimes approximately as shown on Exhibit C-1 to this agreement. The exact location of the median cuts shall be approved in writing by the City Traffic Engineer. 10.3.4 The fifth access shall be located between the two intersections described in section 10.3.3 above and shall be a minimum of two hundred feet (200') from either of those access points. 10.4 Parcel 3A (Townhouse Tract), identified on Exhibit "C", shall be permitted no direct access to either Gattis School Road or A. W. Grimes Boulevard. Driveway access shall be to Town Centre Drive. A minimum distance of two 7. Planned Unit Development Agreement Final (Clean) (00018477.WPD;1(/cdc hundred feet (200') shall be maintained between all driveways and/ or street intersections. 10.5 Parcel 3B (Townhouse Tract), identified on Exhibit "C", shall be permitted one access to A. W. Grimes Boulevard at the location generally shown on Exhibit C. 10.6 Parcel 4 (Single-family Residential Tract), identified on Exhibit "C", shall access Gattis School Road by extending Joyce Lane as a public street. Joyce Lane shall be constructed, by the owner, to the northern boundary of Parcel 4 as part of the construction requirements for the first plat of Parcel 4 or at such earlier time chosen by the Developer. The intersection of this street shall be aligned with Joyce Lane north of Gattis School Road. Driveways onto Joyce Lane shall be located a minimum of 100 feet from Gattis School Road and 200 feet from any other driveway. 10.7 Parcel 5 (second Commercial Tract), identified on Exhibit "C", shall be permitted two driveways to access A. W. Grimes Boulevard. The most northerly access drive shall be located to align with the median cut proposed for A. W. Grimes. The exact location of the median cut shall be approved in writing by the City Traffic Engineer. The most southerly access drive shall be located a minimum of two hundred feet (200') south of the median cut. 10.8 Median Cuts on Gattis School Road & A. W. Grimes Boulevard. 10.8.1 Two median cuts shall be permitted to Gattis School Road at South Creek Drive and Joyce Lane as identified on Exhibit C. 10.8.2 Four median cuts shall be permitted to A. W. Grimes Boulevard as identified on Exhibit C. 10.8.3 The City Traffic Engineer shall approve the exact location of all median cuts in writing. 10.9 Bryant Drive The owner shall construct Bryant Drive as generally shown on Exhibit C-1 as a public street pursuant to City standards upon the later occurrence of 1) the acquisition of the entire right of way, by the Owner or the City, required to extend Bryant Drive from its existing western terminus west to A. W. Grimes Boulevard, or 2) the platting of any portion of Parcel 3B identified on Exhibit C. Following the construction of Bryant Drive the access from Parcel 3B to A. W. Grimes Boulevard permitted in Section 10.5 above, shall be from 8. Planned Unit Development Agreement Final (Clean) (00018477.WPD;1)/cdc driveways connecting Parcel 3B to Bryant Drive. Any driveway access to Bryant Drive from Parcel 3B shall be located a minimum of 200 feet from its intersection with A. W. Grimes Boulevard. Prior to the construction of Bryant Drive, Parcel 3B shall be permitted driveway access to A. W. Grimes Boulevard from a private driveway to be constructed by the Owner at the location referred to in Section 10.5 above. Said drive may remain open until Bryant Drive is connected to A. W. Grimes Boulevard, at which time the driveway shall be closed. 11. WASTEWATER SERVICE Wastewater service to the Property is currently limited to a maximum of 482 Living Unit Equivalents (LUE). Development of the Property shall be restricted by this wastewater capacity until such time as the Owner provides for downstream wastewater improvements required by the Director of Public Works. To ensure that development does not exceed this capacity the Project design engineer shall identify the number of LUE required to serve each site plan submitted for approval and shall certify to the Director of Public Works that the cumulative total number of LUE has not been exceeded prior to the issuance of each building permit. Following downstream improvements to the wastewater system the maximum number of LUE permitted on the Property shall be increased to reflect the increased capacity provided by such improvements, as certified by the Director of Public Works. Upon receipt of written notice to the Director of Public Works of Owners intent to construct the above referenced downstream wastewater improvements together with all required plans, application forms and fees, the City will act in good faith and cooperate in a timely manner with Owner to complete design, budgeting, right-of-way acquisition, construction, testing and certification of the downstream wastewater improvements needed to provide the number of LUEs required for the development of the Property in accordance with the Agreement and Plan so as to not unduly delay said development due to lack of downstream wastewater capacity or the total number of LUEs required to serve development in accordance with the Plan. The total cost of all downstream wastewater improvements including, but not limited to, engineering and design, acquisition of easements or rights-of-way, financing, bonding, legal expenses, permitting, construction, revegetation and inspection shall be the sole responsibility of the Owner. 9. Planned Unit Development Agreement Final (Clean) (00018477.WPD;1)/cdc 12. PHASING The development of the Property may be phased. Phasing shown on Exhibit C-1 may be modified by the Owner with the written approval of the Director of Public Works. 13. PARKLAND DEDICATION The parkland dedication requirements for the Property shall be met in full by providing the following: 13.1 Trail System a. The owner shall construct an 8 foot wide trail as generally shown on Exhibit E, attached hereto and incorporated herein, as part of the development of Parcel 3A. The construction plans for the trail and associated landscaping and irrigation shall be submitted to the Director of Parks & Recreation for approval with the first site plan for any portion of development on Parcel 3A. b. The Owner and the Property Owners Association or Condominium Association shall provide a 25 foot wide, or such narrower width approved in writing by the Director of Parks and Recreation, permanent public access and landscape easement outside of the ultimate 25 year flood plain abutting the drainage area that divides Parcels 3A and 3B as part of the first plat on Parcel 3A. c. A Property Owners Association or Condominium Association shall maintain the trail and landscaping within the permanent easement, described in Exhibit E. The Property Owners Association or Condominium Association shall be established and all associated documentation shall be filed with both the Secretary of State and Williamson County prior to or with the recordation of the first final plat on Parcel 3A. 13.2 Single family residential uses: Parkland dedication requirements shall be provided by payment of the current cash -in -lieu fee in effect at the time of final plat approval pursuant to City Code. 10. Planned Unit Development Agreement Final (Clean) (00018477.WPD;))/cdc 14. STREET RIGHT OF WAY DEDICATION The Owner shall make the following right of way dedications. 14.1 Gattis School Road: Prior to or simultaneously with recordation of the PUD, the Owner shall dedicate to the City of Round Rock, free of all monetary liens, right-of-way adjacent to existing Gattis School Road as identified on Exhibit C and described by metes and bounds in Exhibit F attached hereto and incorporated herein. The Owner shall provide a General Warranty deed to the City within thirty (30) days following adoption of this PUD. 14.2 Arterial "B": Within thirty (30) days following the adoption of this PUD, the Owner shall dedicate to the City, free of all monetary liens, the right-of-way required for Arterial B (A. W. Grimes (Boulevard). 15. SIGNS 15.1 All freestanding signs shall be restricted to monument signs, as defined in the Code. 15.2 Freestanding monument signs shall not exceed six feet in height. 15.3 One freestanding monument sign shall be permitted for lots of less than three (3) acres in size. The maximum area of masonry monument signs, defined as the area contained within a polygon containing the actual lettering and any logo, shall be fifty (50) square feet on each side of the sign. The portions of a masonry structure on which the sign is located are not counted as part of the fifty square feet provided they are not contained within the polygon. The maximum area of all other signs shall be regulated by the Code. Provided however, a sign may identify more than one business whether or not that business is located on that lot, provided the business is located on the same development parcel identified on exhibit C. 15.4 More than one freestanding monument sign for lots of three (3) acres or larger shall be permitted in accordance with the regulations contained in the Code. However, each sign permitted shall sized in accordance with Section 15.3 above. Planned Unit Development Agreement Final (Clean) (00018477.WPD;1)/cdc 15.5 Monument signs shall not be located so as to, in the opinion of the City Traffic Engineer, adversely restrict the vision of drivers entering or leaving the Property. 15.6 Directional signs solely for the purpose of directing traffic or identifying building numbers shall be permitted provided they are restricted to a size required by their function as determined by the Director of Planning. 15.7 One monument sign in the area designated as Town Centre shall be permitted to exceed the height and area requirements identified in Sections 15.2 and 15.3 above provided they are part of the site plan submitted for the Town Centre as required for Development Parcel 2 in Exhibit D, attached hereto. Larger signs (approximately 15 to 20 feet in height) shall be permitted but shall be designed as part of the overall architectural theme of the Town Centre. All such signs require the written approval of the Director of Planning. In no case shall the sign area, as defined in Section 15.3 above, exceed 100 square feet on each side of the sign. The maximum height shall be determined at the sole discretion of the Director of Planning based on the architectural feature. This sign may be constructed independently from the actual construction of the Town Centre. 16. CHANGES TO AGREEMENT AND DEVELOPMENT PLAN 16.1 Minor Changes Minor changes to this Agreement or Plan, which do not substantially and adversely change this Plan, may be approved administratively, if approved in writing, by the Director of Public Works, 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. 17. CONCEPT PLAN APPROVED Approval of this Agreement constitutes Concept Plan approval under the City Subdivision Ordinance. 12. Planned Unit Development Agreement Final (Clean) (00018477.WPD;1)/cdc 18. GENERAL PLAN 2000 This Agreement amends the Round Rock General Plan 2000, which was adopted on June 10, 1999. TODAY PRA HICKERSON, LP By: Gattis School Partners, L. P. Its sole general partner By: PRA General Partner, Inc., its sole general partner By: Leon J. Backes, President Date: CITY OF ROUND ROCK, TEXAS By: ROBERT A. STLUKA, Jr. Mayor ATTEST: By: CHRISTINE MARTINEZ , CITY SECRETARY 13. Planned Unit Development Agreement Final (Clean) (00018477.WPD;1)/cdc LIST OF EXHIBITS DEVELOPMENT AGREEMENT Exhibit Description Exhibit "A" Field Notes Exhibit "B" Lien Holder Consent Exhibit "C" Land Use Map Exhibit "C-1" Preliminary Plat Exhibit "D" Plan Exhibit "D-1" Town Centre Tracts Exhibit "D-2" Alternative Local Streets Exhibit "E" Trail Schematic Exhibit "F" Gattis School Road Field Notes 105.31 Acres P.U.D. Tract FN2288R(CMS) Asa Thomas Survey A-609 January 7, 2002 Williamson County, Texas SAM, Inc. Job No. 22005-01 DESCRIPTION OF A 105.31 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT CALLED 105.508, ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, A PORTION OF THAT CALLED 10.30 ACRE TRACT DESCRIBED IN THE POSSESSIO N AND USE AGREEMENT FOR TRANSPORTATION PURPOSES, AND DEDICATED AS A.W. GRIMES BOULEVARD, EXECUTED MAY 31, 2001 AND RECORDED UNDER DOCUMENT NUMBER 2001038661, BOTH OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; SAID 105.31 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference at a 1/2 -inch iron rod found on the south right-of-way line for Gattis School Road (width varies), being the northwest coffer of a called 5.000 acre tract of land described in the deed to Vernon L. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, also being the northeast corner of a proposed 2.62 acre tract of land for additional right-of-way purposes and the northeast corner of said 105.508 acre tract, and from which point a '/-inch iron rod found for the southeast corner of said 105.508 acre tract bears S 21' 00' 10" E, a distance of 1988.95 feet; THENCE S 21° 00' 10" E, with the west line of said 5.000 acre tract, being the east line of said 2.62 acre tract, a distance of 39.66 feet to a concrete monument with brass disk found for the southeast corner of said 2.62 acre tract, being the northeast corner and POINT OF BEGINNING of the tract described herein; THENCE S 21° 00' 10" E, continuing with the west line of said 5.000 acre tract, the west line of Revised Interchange Business Park Section One, a plat of record filed in Cabinet J, Slides 24-25, Plat Records of Williamson County, Texas, and the west line of A Replat Of Interchange Business Park Section 2, a plat of record filed in Cabinet N, Slides 196-199, Plat Records of Williamson County, Texas, a distance of 1752.09 feet to a %-inch iron rod found for the southeast corner of said 105.508 acre tract, being the northeast corner of Lot 2, Block A, Dupont Subdivision as recorded in Cabinet 0, Slide 102-103 of the Plat Records of Williamson County, Texas; THENCE S 71° 45' 44" W, with the north line of said Lot 2 Dupont Subdivision same being a south line of said 105.508 acre tract passing at a distance of 1082.24 feet a 'A -inch iron rod found for an ell corner of said 105.508 acre tract, same being the northwest corner of said Lot .2 and the northeast corner of a proposed 0.55 acre tract, continuing for a total distance of 1084.76 feet to a %-inch iron rod with cap set for a point of curvature; THENCE continuing across said 105.508 acre tract, with the northerly lines of said 0.55 acre tract, -the following three (3) courses and distances: 1. with the arc of a curve to the left, a distance of 39.74 feet through a central angle of 06° 09' 14", having a radius of 370.00 feet and a .chord which bears S 55° 44' 49" W, a distance of 39.72 feet to a'/ -inch iron rod set for a point of tangency, 2. S 52° 40' 11" W, a distance of 36.39 feet to a 1A -inch iron rod with cap set for a point of curvature, and 3. with the arc of a curve to the left, a distance of 22.71 feet through a central angle of 86° 44' 22", having a radius of 15.00 feet and a chord which bears S 09° 18' 00" W, a distance of 20.60 feet to a '/-inch iron rod set for a point of reverse curvature on the easterly right-of-way line of said A.W. Grimes Boulevard; Page 1 of 4 a 5 EXHIBIT 105.31 Acres P.U.D. Tract FN2288R(CMS) Asa Thomas Survey A-609 January 7, 2002 Williamson County, Texas SAM, Inc. Job No. 22005-01 THENCE with the curving easterly right-of-way line of said A.W. Grimes Boulevard, being the westerly line of said 0.55 acre tract, to the right, a distance of 303.15 feet through a central angle of 22° 22' 38", having a radius of 776.20 feet and a chord which bears S 22° 52' 52" E,. a distance of 301.23 feet to a %-inch iron rod with cap set for the southwest corner of said 0.55 acre tract, and being a southerly angle point of the tract described herein; THENCE N 78° 20' 00" E, with the south line of said 0.55 acre tract, a distance of 75.06 feet to a '/-inch iron rod with cap set on the west line of said DuPont Subdivision, being a southeasterly line of said 105.508 acre tract, said point being the southeast corner of said 0.55 acre tract and a southerly angle point of the tract described herein; THENCE $ 20' 35' 01" E, with the west line of said Dupont Subdivision, being a southeasterly Line of said 105.508 acre tract and the tract described herein. a distance of 856.47 feet to a Vz-inch iron rod found for the northeast corner of Lot 2, Block A, Gorge Subdivision, a plat recorded under Document Number 9735546 and filed in Cabinet©, Slides 338-339, Plat Records of Williamson County, Texas; THENCE S 69° 10' 15" W, leaving,the west line of said DuPont Subdivision, with the north line of said George Subdivision, being the south Zine, of said 105.508 acre tract and the tract described herein, passing at a distance of 358.78 feet a "/-inch iron rod with cap found on the easterly right-of-way line of said A.W. Grimes Boulevard, said point being the most southerly southeast corner of said 10.30 acre tract, continuing a distance of 60.46 feet for a total distance of 419.24 to a calculated point for the southerly terminus of the centerline of said A.W. Grimes Boulevard, and from which point a '/-inch iron rod with cap found for the most southerly southwest corner of said 10.30 acre tract bears S 69° 10' 15" W, a distance of 9.58 feet THENCE leaving the north line of said George Subdivision, with the centerline of said A.W. Grimes Boulevard, the following seven (7) courses and distances: 1. with the arc of a curve to the right, a distance of 404.11 feet through a central angle of 16° 09' 51", having a radius of 1432.39 feet and a chord which bears N 05° 50' 07" W, a distance of 402.77 feet to a calculated point of tangency, 2. N 02° 14' 49" E, a distance of 349.90 feet to a calculated point of curvature, 3. with the arc of a curve to the left, a distance of 1105.46 feet through a central angle of 88° 26' 12", having a radius of 716.20 feet and a chord which bears N 41° 58' 17" W, .a distance of 998.94 feet to a calculated point of tangency, 4. N 866 11' 23" W, a distance of 237.30 feet to a calculated point of curvature, 5. with the arc of a curve to the right, a distance of 1018.89 feet through a central angle of 66° 13' 40", having a radius of 881.47 feet and a chord which bears N 53° 04' 33" W, a distance of 963.11 feet to a calculated point of tangency, 6. N 19° 57' 42" W, a distance of 288.04 feet to a calculated point of curvature, and 7. with the arc of a curve to the right, a distance of 625.84 feet through a central angle of 17° 12' 39", having a radius of 2083.48 feet and a chord which bears N 11° 21' 23" W, a distance of 623.49 feet to a calculated angle point; Page 2 of 4 105.31 Acres P.U.D. Tract FN2288.R(CMS) Asa Thomas Survey A-609 January 7, 2002 Williamson County, Texas SAM, Inc. Job No. 22005-01 THENCE N 29° 26' 50" E, passing at a distance of 113.52 feet a concrete monument with brass disk found on the easterly right-of-way line of said A.W. Grimes Boulevard, being a westerly line of said 105.508 acre tract, said point being the most westerly southwest corner of said 2.62 acre tract, continuing 64.32 feet for a total distance of 177.84 feet to a concrete monument with brass disk found for an angle point; THENCE with southerly lines of said 2.62 acre tract, being northerly lines of the tract described herein, the following six (6) courses and distances: 1. N 42° 56' 03" E, a distance of 50.00 feet to a concrete monument with brass disk found for an angle point, 2 N 56° 25' 17" E, a distance.of 64,32 feet to a concrete monument with brass disk found for an angle point, 3. N 88° 18' 34" E, a distance of 919.46 feet to a concrete monument with brass disk found for an angle point,,, 4. S 89° 55' 29" E, a distance of 182.69 feet to a concrete monument with brass disk found fora point of curvature, 5. with the arc of a curve to the left, a distance of 195.27 feet through a central angle of 01' 56' 55", having a radius of 5741.58 feet and a chord which bears N 89° 06' 03" E, a distance of 195.26 feet to a concrete monument with brass disk found for a point of tangency, and 6. N 88° 07' 39" E, a distance of 818,96 feet to the POINT OF BEGINNING and containing 105.31 acres of land, more or less. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON That I, Paul C. Sauve, Jr., a Registered Professional Land Surveyor, do hereby certify that- the above descriptidn is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during October 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this t SURVEYING AND MAPPING, inc. 4029 Capital Of Texas Hwy. So, Suite 125 Austin, Texas 78704 day of J g ary 20+ A.D. Page 3 of 4 d Profession .• and Surveyor 8 - State of Texas N5625'17'E N42'S6'03'E 84.32' *MOO' GATTIS SCHOOL ROAD (R.O.W. WIDTH VARIES) 2.62 ACRES FOR PROPOSED ADDITIONAL RICHT—OF—WAY S21'06'10'E p iL6r3 �—r N8810.34 C 919.445 CI 352'55'29"E 1.129'26'30-E 172.04' Iaz6a' Ni5bn7'39•E 510.40' A.W. GRIMES BOULEVARD z' we; DOG Na. 2001058561 a.�.n,xcrx. (uNOEIf CON51RVc110N) TODAY PRA HICKERSON, L.P. CALLED 105.508 ACRES DOC.# 2000049743 O,P,R.W,C,TX. (REVISED) INTEROIANGE OV57NE55 PARK BLACK A SEcnoN ONE 1 car a cAB. J, SL, 24-25 P.R.w,CTX. 105.31 ACRES A REPLAT CK EtL0CK 1NT[RCKANG£ I30SINE55 PAF Lin L LECTC.r D CAG N, SL. 196-199 P,R. W.C. TX BLOCK LOT a t ,t5 ULOCK 'IC tit b 'CI (ft t� s BLOCK lr Ntll D 532'40'11'w 36.34' CALLED 33.509 AC, DELL COMPUTER HOLDINGS, L.P. DOC. # 1999971259 0.P, R, W, C. Tx. 4 N7820'0O'C 75,05' . BLOCK A LOT 1 FINAL PLAT OF' "THE HOMESTEAD" SUBDIVISION • 50 P,R,W,C.T t ' 3 0_ 600' CAB. P. 89 .TX. GRAPHIC SCALE LEGEND o 1/2" IRON ROD WITH CAP SET • 1/2" IRON ROD FOUND UNLESS OTHERWISE NOTED 0 CONCRET MONUMENT WITH BRASS DISK FOUND A CALCULATED POINT P.O.C. POINT OF CEMMENCEMENT P.O.B. POINT OF BEGINNING D.R.W,C.TX. DEED RECORDS OF WILLIAMSON COUNTY, TEXAS O.P.R.W.C.TX. OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS P,R.W,C.TX. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTES: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS JII tssxi N IEYeP01,401 2 7 dTC,IU'it,t 2002 ®'Tj♦, wlnnvtrl �.e, stA ove —' BLOCK A LOT 2 LOT 2, BLOCK A DUPONT SUBDIVISION CAB. 0, SL. 102-103 P, R. W. C. TX. MAXSERV, INC. DOC.# 9706578 O.P.R.W.C.TX. GEORGE SUBDlVISf0N CAB, 0, SL. 338-339 P.R.W.C.Tx. tL)T 3 OWL' fcb, BLACK C LOT I CURVE TABLE Currw T [mac Rods* Ltn4Ut - Owed Ift07-+9 o,erd C.3 0494'14' MUT 39, 74' S 33'4444' W 34 72' QQ'A4'zj' 15.00' 22 il' S 04'7x'06- w 2040' cs • 224¢` 776,20' .303 13' N Mar W 201.23' ea. 1a1Q9 t' 1432,39' 404.11 5 OL'Qr_ 497.77' _ ' ee'26'12' n6.2C' 1103 4a' •1'54'17" x )(K. p9204' CA ..1 • ;t4 .1. .3-11:_ C4 1712'.59` 2453.45' 423.84' 5 1121'21• e' 023 A V CIO Ot3a'a5' 3741.+,x' t95.2r 14 p9nsY1,r E IF .24'i PARTY mark rICLDI08K, A �c 71.•r ++' 5614`SURYEY1404,:LIUL MAPPING-EIONE,;; s -i08• 4029 CAPITAL or TCXAQ HIGIMAY, B"OOIC GAIFS PROrI9210N.L PLAZA, SUITC 125 AUSTIN TGXAG, 78704 (512) 447-0575 FAx (612) 326-302a EMAIL: BAM•SAM-INC-AUS. Cott SKETCH TO ACCOMPANY FIELDNOTE No. 2288R PAGE 4 OF 4 EXHIBIT "B" LIEN HOLDER'S CONSENT THE STATE OF TEXAS § COUNTY OF WILLIAMSON § That First State Bank of Texas, acting herein by and through its duly authorized officers, being the holder of a lien as evidenced by Deed of Trust recorded in Document Nct1"4 4f1ytf the Official Records of Williamson County, Texas, does hereby consent to the Agreement and Development Plan of 101. S acres of land situated in Round Rock, Williamson County, Texas, and does further hereby join, approve and consent to all provisions shown herein. ATTEST: By: C cclt /1 Name: �C Cc ti . 0 Title: 45 �l . , Gv ?ie e 3 . By: THE STATE OF TEXAS § COUNTY OF WILLIAMSON § Kerry L. W''ggins Central Texas Regional President This instrument was acknowledged before me on the 31' day of October by Kerry L Wiggins, Central Texas Regional President of First State B . of Texas. o,0Y4 LAURA J CROMEANS r ;, A NOTARY PUBLIC N .` f� 1 State of Texas 'tit Gomm. Exp. 02-14-2004 i i4' ' Public, . ate of Texas mission E fires: TIMOTHY J. MOLTZ Qo'co J arm 0 • CD 03 Z � 1010 „ r74 :t31 <w D s (*3* -L b� zUE o Lj 0 0 a 0 0 Q z X EXHIBIT c Contains 27 •a_es File Name JASM OM,E»Ll@ DW1@IT C EXHIBIT "C" METES AND BOUNDS DESCRIPTION PARCEL 1 13.58 Acre Office Zoning Tract FN2284R(BDN) Asa Thomas Survey A-609 October 30, 2001 Williamson County, Texas SAM, Inc. Job No. 21204-07 DESCRIPTION OF A 13.58 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS; SAID 13.58 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference at a 1/2 -inch iron rod found on the south right-of-way line for Gattis School Road (width varies), being the northwest corner of a called 5.000 acre tract of land described in the deed to Vernon L. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, also being the northeast corner of a proposed 2.62 acre tract of land for additional right-of-way purposes and the northeast corner of said 105.508 acre tract, and from which point a 1/2 -inch iron rod found for the southeast corner of said 105.508 acre tract bears S 21° 00' 10" E, a distance of 1791.75 feet; THENCE S 21° 00' 10" E, with the west line of said 5.000 acre tract, being common with the east line of said 2.62 acre tract and said 105.508 acre tract, a distance of 39.66 feet to a concrete monument with brass disk found for the northeast corner and POINT OF BEGINNING of the tract described herein; THENCE S 21° 00' 10" E, continuing with the west line of said 5.000 acre tract, being the east line of said 105.508 acre tract, a distance of 502.03 feet to a calculated point for the southeast corner of the tract described herein; THENCE leaving the west line of said 5.000 acre tract and crossing said 105.508 acre tract, the following eleven (11) courses and distances: 1. S 88° 07' 43" W, a distance of 904.06 feet to a calculated angle point, 2. N 07° 40' 27" W, a distance of 57.25 feet to a calculated angle point, 3. N 11° 41' 34" E, a distance of 0.37 feet to a calculated angle point, 4. with the arc of a curve to the right, a distance of 259.47 feet through a central angle of 02° 35' 21", having a radius of 5741.58 feet and a chord which bears S 88° 46' 54" W, a distance of 259.45 feet to a calculated point of tangency, 5. N 89° 55' 23" W, a distance of 182.69 feet to a calculated angle point, 6. S 88° 05' 43" W, a distance of 202.39 feet to a calculated angle point, 7. N 49° 59' 56" W, a distance of 29.85 feet to a calculated angle point, 8. N 40° 00' 04" E, a distance of 177.85 feet to a calculated angle point, 9. N 49° 59' 56" W, a distance of 68.43 feet to a calculated angle point, 10. N 88° 08' 16" E, a distance of 231.68 feet to a calculated angle point, and 11. N 00° 04' 35" E, a distance of 216.45 feet to a calculated angle point on a southern line of said 2.62 acre tract; THENCE with the southerly lines of said 2.62 acre tract, being northerly lines of the tract described herein, the following three (3) courses and distances: 1. S 89° 55' 29" E, a distance of 90.93 feet to a concrete monument with brass disk found for a point of curvature, Page 1 of 3 13.58 Acre Office Zoning Tract FN2284R(BDN) Asa Thomas Survey A-609 October 30, 2001 Williamson County, Texas SAM, Inc. Job No. 21204-07 2. with the arc of a curve to the left, a distance of 195.27 feet through central angle of 01° 56' 55", having a radius of 5741.58 feet and a chord which bears N 89° 06' 03" E, a distance of 195.26 feet to a concrete monument with brass disk found, and 3. N 88° 07' 39" E, a distance of 818.96 feet to the POINT OF BEGINNING and containing 13.58 acres of land, more or less. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON That I, Paul C. Sauve, Jr., a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during October 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this t - -! day o •ber, '01 A.D. SURVEYING AND MAPPING, Inc. / `%r�,4.1 4029 Capital Of Texas Hwy. So, Suite 125 Paul C. SW , Jr. 1 Austin, Texas 78704 Registere' 'rofessio al Land Surveyor No. 2518 - State of Texas -, -i. OF �Q� G1STF9��-1 \ PAUL C. SAUVE, JR. �ti 9 2518 ,,,i././4-- ., FFss_o.... ��. c Page2of3 2.62 ACRES FOR ADDITIONAL RIGHT-OF-WAY PURPOSES • CI 0 © a C N 00'04'35" E 90.93' 216.45--- S 89'55'29" E N 88'08'16" E N 49'59'56" W 231.68' GATTIS SCHOOL ROAD (ROW WIDTH VARIES) S 21'00'10" E 39.66' P.O.C. P.O.B. N 40'00'04" E 177.85' N 49'59.56" W 29.85' 182.69' N 89'55'23" W N 11'41.34" E 0.37' TODAY PRA HICKERSON, L.P. CALLED 105.508 ACRES DOC.# 2000049743 0.P.R.W.C.TX. 88'07'43" VIi 904:06`: REMAINDER OF A CALLED 5.000 AC. VERNON L. JAKUB AND WIFE. JANETH M. JAKUB VOL. 844, PG. 912 D.R.W.C.TX. ao CURVE TABLE Curve 1 Delta Radius Length Chord Bearing Chord C1 02.35'21' 5741.58' 259.47' N 88'46'54' E 259.45' C2 01'56.55' 5741.58' 195.27' N 89.06'03" E 195.26' A.W. GRIMES BOULEVARD DOC. (Noo. 2120' 0a 8661 ASA THOMAS SURVEY, ABSTRACT NO. 609 o.P.R.w.cRU WILLIAMSON COUNTY, (UNDER CONSTRUCTION) TEXAS LEGEND • 1/2" IRON ROD FOUND UNLESS OTHERWISE NOTED O CONCRETE MONUMENT WITH BRASS DISK FOUND 1 CALCULATED POINT P.O.C. POINT OF COMMENCEMENT P.0.13. POINT OF BEGINNING D.R.W.C.TX. DEED RECORDS OF WILLIAMSON COUNTY, TEXAS O.P.R.W.C.TX. OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS P.R.W.C.TX. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTES: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS PROJECT: NICKERSON .108 NUMBER: 21204-07 2 5' 150' 7 0' 150' 300' GRAPHIC SCALE DATE: OCTOBER 30, 2001 SURVEYOR: P.C. SAUTE, JR.. PARTY CHIEF: FIELDBOOK: FIELDNOTE: FN2261.11DN TECHNICIAN: B.D. NEWSOME DRAWING: FN22114.DMIG SCALE: 1"=.300' SU`VEYINO4AERIAL M PPING.ENGINEERINO 4029 CAPITAL Or TEXAS HIGHWAY. SO. BRODIE OAKS PROFESSIONAL PLAZA, SUITE 125 AusTIN TEXAS, 78704 (512) 447-0575 FAX: (512) 326-3029 EMAIL: SAMWSAM-INC-AUS.COM SKETCH TO ACCOMPANY FIELD NOTE No. 2284 PAGE 3 OF 3 / EXHIBIT "C" METES AND BOUNDS DESCRIPTION PARCEL 2 29.22 Acre Commercial Zoning Tract FN2285R(BDN) Asa Thomas Survey A-609 October 29, 2001 Williamson County, Texas SAM, Inc. Job No. 21204-07 DESCRIPTION OF A 29.22 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS; SAID 29.22 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference at a 1/2 -inch iron rod found on the south right-of-way line for Gattis School Road (width varies), being the northwest corner of a called 5.000 acre tract of land described in the deed to Vernon L. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, also being the northeast corner of a proposed 2.62 acre tract of land for additional right-of-way purposes and the northeast corner of said 105.508 acre tract; THENCE S 89° 20' 08° W, with the existing southerly right-of-way line of said Gattis School Road, being common with the north line of said 105.508 acre tract, a distance of 1135.66 feet to a 1/2 -inch iron rod found for an angle point; THENCE S 37° 02' 07" E, leaving said common line and crossing said 105.508 and said 2.62 acre tract, a distance of 67.08 feet to a calculated northeast corner and POINT OF BEGINNING of the tract described herein; THENCE leaving the southerly lines of said 2.62 acre tract, continuing across said 105.508 acre tract, the following eighteen (18) courses and distances: 1. S 00° 04' 35" W, a distance of 216.45 feet to a calculated angle point, 2. 3. 4. 5. 6. 7. 8. S 88° 08' 16" W, a distance of 231.68 feet to a calculated angle point, S 49° 59' 56" E, a distance of 68.43 feet to a calculated angle point, S 40° 00' 04" W, a distance of 177.85 feet to a calculated angle point, S 49° 59' 56" E, a distance of 29.85 feet to a calculated angle point, S 41° 33' 52" W, a distance of 245.03 feet to a calculated angle point, S 01° 41' 23" E, a distance of 112.56 feet to a calculated angle point, S 40° 00' 04" W, a distance of 131.39 feet to a calculated angle point, with the arc of a curve to the right, a distance of 113.08 feet through a central angle of 18° 56' 42", having a radius of 342.00 feet and a chord which bears S 49° 28' 25" W, 112.57 feet to a calculated point of compound curvature, 10. with the arc of a curve to the right, a distance of 64.85 feet through a central angle of 50° 53' 52", having a radius of 73.00 feet and a chord which bears S 29° 46' 35" W, 62.74 feet to a calculated point, 11. S 20° 11' 56" E, a distance of 56.62 feet to a calculated point of curvature, Page 1 of 4 29.22 Acre Commercial Zoning Tract FN2285R(BDN) Asa Thomas Survey A-609 October 29, 2001 Williamson County, Texas SAM, Inc. Job No. 21204-07 12. with the arc of a curve to the left, a distance of 300.34 feet through a central angle of 29° 09' 58", having a radius of 590.00 feet and a chord which bears. S 34° 46' 55" E, 297.10 feet to a calculated point of compound curvature, 13. with the arc of a curve to the left, a distance of 176.76 feet through a central angle of 34° 55' 25", having a radius of 290.00 feet and a chord which bears S 65° 19' 21" E, a distance of 174.04 feet to a calculated point of tangency, 14. S 82° 47' 04" E, a distance of 217.38 feet to a calculated angle point, 15. S 04° 47' 00" W, a distance of 50.37 feet to a calculated angle point, 16. S 82° 47' 04" E, a distance of 385.93 feet to a calculated angle point, 17. S 59° 50' 59" W, a distance of 97.95 feet to a calculated angle point, and 18. S 16° 27' 35" E, a distance of 247.36 feet to a calculated angle point on the curving northeasterly right-of-way line of A.W. Grimes Boulevard (120' wide), as dedicated by Document Number 2001038661, Official Public Records of Williamson County, Texas; THENCE S 22° 50' 16" W, crossing said A.W. Grimes Boulevard, a distance of 60.00 feet to a calculated centerline point of same; THENCE with the centerline of said A.W. Grimes Boulevard, the following five (5) courses and distances: 1. with the arc of a curve to the left, a distance of 237.84 feet through a central angle of 19° 01' 38", having a radius of 716.20 feet and a chord which bears N 76° 40' 33" W, a distance of 236.75 feet to a calculated point of tangency, 2. N 86° 11' 23" W, a distance of 237.30 feet to a calculated point of curvature, 3. with the arc of a curve to the right, a distance of 1018.89 feet through a central angle of 66° 13' 40", having a radius of 881.47 feet and a chord which bears N 53° 04' 33" W, a distance of 963.11 feet to a calculated point of tangency, 4. N 19° 57' 42" W, a distance of 288.04 feet to a calculated point of curvature, and 5. with the arc of a curve to the right, a distance of 625.84 feet through a central angle of 17° 12' 39", having a radius of 2083.48 feet and a chord which bears N 11° 21' 23" W, a distance of 623.49 feet to a calculated angle point; THENCE N 29° 26' 50" E, passing at a distance of 113.52 feet a concrete monument with brass disk found for the southwest corner of said 2.62 acre tract, being on the easterly right-of-way line of said A.W. Grimes Boulevard, being a westerly line of the tract described herein, and continuing for a total distance of 177.84 feet to a concrete monument with brass disk found for an angle point; THENCE continuing across said 105.508 acre tract with the southerly lines of said 2.62 acre tract, the following four (4) courses and distances: 1. N 42° 56' 03" E, a distance of 50.00 feet to a concrete monument with brass disk found for an angle point, Page 2 of 4 2922 Acre Commercial Zoning Tract Asa Thomas Survey A-609 Williamson County, Texas 2. N 56° 25' 17" E, a distance of 64.32 feet to a concrete for an angle point, 3. N 88° 18' 34" E, a distance of 919.46 feet to a concrete for an angle point, and 4. S 89° 55' 29" E, a distance of 91.76 feet to the POINT 29.22 acres of land, more or less. FN2285R(BDN) October 29, 2001 SAM, Inc. Job No. 21204-07 monument with brass disk found monument with brass disk found OF BEGINNING and containing Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON That I, Paul C. Sauve, Jr., a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during October 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this - .th day of Octob SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy. So, Suite 125 Austin, Texas 78704 Paul C. Sau Registered ''essiona e' and Surveyor 518 - State of Texas OF T . n T E 9.-#- 7. •:e �o\P (PAUL C. SAUVE, JR. \\\ (:ti9(� o ,Fs92518 �.c1. ...,...„,,,!0:470P - Page 3 of 4 r N 56'25'17" E N 42'56'03" E 64.32' 50.00' N 29'26'50" E 177.84' GATTIS SCHOOL ROAD (ROW WIDTH VARIES) N 88'18 34" 2.62 ACRES FOR ADDITIONAL RIGHT-OF-WAY PURPOSES S 89'55'29" E 91.76' S 89'20'08" W 1135.66' S3T02'07 P.O.B. 67.08' S 00'04'35" W 216.45' P.O.C. V �S 88'08'16" W 231.68' S 40'00'04" W 177.85' S49'59'56"E 29.85' S 41'33'52" W 245.03' ASA THOMAS SURVEY, ABSTRACT NO. 609 WILLIAMSON COUNTY, TEXAS S 01'41'23" E 112.56' S 40'00'04" W 131.39' TODAY PRA HICKERSON, L.P. 2 S 2011'56" E CALLED 105.508 ACRES DOC.# 2000049743 56.62' 0. P.R. W. C. TX. S 82'47'04" E 217.38' S 04'47'00" W. 50.37' S 82'47'04" E 385.93' 3/8' IRON ROD FOUND C1 C3 BLOCK A REMAINDER OF A CALLED 5.000 AC. VERNON L. JAKUB AND WIFE, JANETH M. JAKUB VOL. 844, PG. 912 D. R. W. C. TX. S 59'50'59" W 97.95' S 16'27'35" E 247.36' S 22'50'16" W 60.00' 237.30' N 86'11'23" A.W. GRIMES BOULEVARD (120' WIDE) DOC. No. 2001038661 0.P.R.W.C.TX. (UNDER CONSTRUCTION) LEGEND • 1/2" IRON ROD FOUND E CONCRETE MONUMENT WITH BRASS DISK FOUND CALCULATED POINT POINT OF CEMMENCEMENT POINT OF BEGINNING A P.O.C. P.O.B. D.R.W.C.TX. 0.P.R.W.C.TX. P.R. W. C. TX. PROJECT: NICKERSON C5 W LOT 2 DuPONT SUBDIVISION CAB. 0, SL. 102 P. R. W. C. TX. REMAINDER OF A CALLED 33.509 AC. DELL COMPUTER HOLDINGS, DOC. # 1999971259 0.P.R.W.C.TX. L.P. CURVE TABLE Curve 1 Delta Rodius Length Chord Bearing Chord C1 18'56'42" 342.00' 113.08' N 49'28'25" E 112.57' C2 50'53'52' 73.00' 64.85' N 29'46'35" E 62.74' C3 29'09.58' 590.00' 300.34' S 34'46'55" E 297.10' C4 34'55.25' 290.00' 176.76' S 6519.21" E 174.04' C5 19'01'38" 716.20' 237.84' N 76'40'33" W 236.75' C6 6613'40' 881.47' 1018.89' S 53'04'33" E 963.11' C7 1712'39' 2083.48' 625.84' S 1121.23" E 623.49' DEED RECORDS OF WILLIAMSON COUNTY, TEXAS OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTES: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS 400' 300' 200' 100' 0' 200' GRAPHIC SCALE JOB NUMBER: 21204-07 DATE: OCTOBER, 2001 SURVEYOR: P.C.SAUVE PARTY CHIEF: FIELDBOOK: FIELONOTE: FN22115,BDN TECHNICIAN: B.0.NEWSONE \ DRAWING: FN2265.D1EG SCALE: 1-=400' SA SURYEYING'AERIAL MAPPINLi"ENGINEERIN0 4029 CAPITAL OF TEXAS HIGHWAY, 50. BRODIE OAKS PROFESSIONAL PLAZA, SUITE 125 Rim AUSTIN TEXAS, 76704 (512) 447-0575 FAX: (512) 326-3029 EMAIL: SAMESAM-INC-AUS. COM SKETCH TO ACCOMPANY FIELD NOTE No. 2285 PAGE 4 OF 4 EXHIBIT "C" METES AND BOUNDS DESCRIPTION PARCEL 3A 17.03 Acre Multi Family Zoning Tract FN2286R(BDN) Asa Thomas Survey A-609 November 20, 2001 Williamson County, Texas SAM, Inc. Job No. 21204-07 DESCRIPTION OF A 17.03 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS; SAID 17.03 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ASFOLLOWS: COMMENCING for reference at a 1/2 -inch iron rod found on the south right-of-way line of Gattis School Road (width varies), being the northwest corner of a called 5.000 acre tract of land described in the deed to Vernon L. Jakub, and wife Janeth M. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, ,and the northeast corner of said 105.508 acre tract, and from which point a '/2 -inch iron rod found for the southeast corner of said 105.508 acre tract bears S 21° 00' 10" E, a distance of 1791.75 feet; THENCE S 56° 18' 11" W, crossing said 105.508 acre tract, a distance of 861.80 feet to a calculated northeast corner and POINT OF BEGINNING of the tract described herein; THENCE continuing across said 105.508 acre tract, the following twenty (20) courses and distances: 1. S 110 41' 34" W, a distance of 0.37 feet to a calculated angle point, 2. S 07° 40' 27" E, a distance of 57.25 feet to a calculated angle point, 3. S 540 30' 00" W, a distance of 33.56 feet to a calculated angle point, 4. S 28° 31' 27" W, a distance of 223.02 feet to a calculated angle point, 5. S 05° 14' 53" E, a distance of 214.77 feet to a calculated angle point, 6. S 27° 46' 01" E, a distance of 191.77 feet to a calculated angle point, 7. S 19° 11' 57" E, a distance of 80.57 feet to a calculated angle point, 8. S 06° 19' 53" W, a distance of 256.15 feet to the calculated southeast corner, 9. N 82° 47' 04" W, a distance of 643.68 feet to a calculated point of curvature, 10. with the arc of a curve to the right, a distance of 176.76 feet through a central angle of 34° 55' 25", having a radius of 290.00 feet and a chord which bears N 65° 19' 21" W, a distance of 174.04 feet to a calculated point of compound curvature, 11. with the arc of a curve to the right, a distance of 300.34 feet through a central angle of 29° 09' 58", having a radius of 590.00 feet and a chord which bears N 34° 46' 55" W, a distance of 297.10 feet to a calculated angle point, 12. N 20° 11' 56" W, a distance of 56.62 feet to a calculated point of curvature, 13. with the arc of a curve to the left, a distance of 64.85 feet through a central angle of 50° 53' 52", having a radius of 73.00 feet and a chord which bears N 29° 46' 35" E, a distance of 62.74 feet to a calculated point of compound curvature, Page 1 of 3 17.03 Acre Multi Family Zoning Tract FN2286R(BDN) Asa Thomas Survey A-609 November 20, 2001 Williamson County, Texas SAM, Inc. Job No. 21204-07 14. with the arc of a curve to the left, a distance of 113.08 feet through a central angle of 18° 56' 42", having a radius of 342.00 feet and a chord which bears N 49° 28' 25" E, a distance of 112.57 feet to a calculated point, 15. N 40° 00' 04" E, a distance Of 131.39 feet to a calculated angle point, 16. N 01° 41' 23" W, a distance of 112.56 feet to a calculated angle point, 17. N 41° 33' 52" E, a distance of 245.03 feet to a calculated northwest angle point, 18. N 88° 05' 43" E, a distance of 202.39 feet to a calculated angle point, 19. S 89° 55' 23" E, a distance of 182.69 feet to a calculated point of curvature, and 20. with the arc of a curve to the left, a distance of 259.47 feet through a central angle of 02° 35' 21", having a radius of 5741.58 feet and a chord which bears N 88° 46' 54" E, a distance of 259.45 feet to the POINT OF BEGINNING and containing 17.03 acres of land, more or less. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON That I, Paul C. Sauve, Jr., a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during October. 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 20th day of A.D. SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy. So, Suite 125 Austin, Texas 78704 Page 2 of 3 ember 2001 _ Paul C. SJr. Registered ofessi No. 2518 - Sta Land Surveyor S GATTIS SCHOOL ROAD (RO.W. WIDTH VARIES) N88'05'43" E� 202.39' N41'33'52"E oAA 245.03' N01'41'23"W 112.56 N 40' 00 4" 0 E 131.39' _. __.._�....... P.O.B. DETAIL "A") 589'55'23"E 182.69' P.O.C. C5 S11'41'34"W 0.37' S07'40'27"E 57.25' S54'30'00"W 33.56' S1, N 283 27 W 223.02' s`G '<. S05'14'53"E 214.77' S27'46'01"E ':'.:.. 191.77' DETAIL "A" REMAINDER OF A (NOT TO SCALE) CALLED 5.000 AC. VERNON L. JAKUB AND WIFE, JANETH M. JAKUB VOL 844, PG. 912 D.R.W.C.TX. (REVISED) INTERCHANGE BUSINESS LOT B PARK SECTION ONE CAB. J, SL 24-25 BLOCK A P.R.W.C.TX. 8 7 3 4 CKD �\ 3LOCK E 8 r A.W. GRIMES BOULEVARD (120' WIDE) 10.30 ACRE DOC. No. 2001038661 O.P.R.W.C.TX. (UNDER CONSTRUCTION) 51911'57"E 80.57' S06'19'53"W 256.15' TODAY PRA HICKERSON, L.P. (TRACT 1) CALLED 105.508 ACRES DOC.# 2000049743 0.P.R.W.C.TX. A REPLAT OF 1'DT 1 INTERCHANGE BUSINESS PARK BLOCK A SECTION TWO CAB. N, SL 196-199 P.R.W.C.T- ��X. LDT 2 CALLED 33.509 AC. DELL COMPUTER HOLDINGS, L.P. DOC. y 1999971259 O.P.R.W.C.TX. BLOCK A LOT 1 FINAL PLAT OF "THE HOMESTEAD" SUBDIVISION CAB. P, SL. 89 P.R.W.C.TX. LEGEND • 1/2" IRON ROD FOUND o 1/2" IRON ROD WITH CAP SET A CALCULATED POINT P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING D.R.W.C.TX. DEED RECORDS OF WILLIAMSON COUNTY, TEXAS O.P.R.W.C.TX. OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS P.R.W.C.TX. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTES: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS MAXSERV, INC. DOC. N0. 9706678 O.R.W.C.TX. BLOCK C LOT 1 ASA THOMAS SURVEY, ABSTRACT NO. 609 WILLIAMSON COUNTY, TEXAS LOT 3 CURVE TABLE Curve # Delta Radius Length Chord Hearing Chord C1 34'55'25" 290.00' 176.76' S 6519'21" E 174.04' C2 29'09'58" 590.00' 300.34' 5 34'46'55" E 297.10' C3 50'53'52" 73.00' 64.85' N 29'46'35" E 62.74' C4 18'56'42" 342.00' 113.08' N 4928'25" E 112.57' C5 02'35'21" 5741.58' 259.47' N 88'46'54" E 259.45' 375' 0' 1:5' I 8888881 B� � GRAPHIC SCALE PROJECT: NICKERSON .108 NUMBER: 21204-07 DATE: NOVEMBER 20, 2001 SURVEYOI4 P.C. SALVE, JR. PARTY CHIEF: FIELDNOTE: FN228$41.80N TECHNICIAN: B.O. NEWSOME DRAWING: FN2288.0W6 SCALE: 1"_400' A SURVEYING"AERIAL MAPPING"ENGINEERING 4029 CAPITAL OF TEXAS HIGHWAY. SO. BRODIE OARS PROFESSIONAL PLAZA, SUITE I LIC. AusTIN TEXAS. 78704 (512) 447-0575 FAX: (512) 326-5029 EMAIL: SAM•SAM-INC-AUS.COM 5 SKETCH TO ACCOMPANY FIELDNOTE No. 2286R PAGE 3 OF 3 EXHIBIT "C" METES AND BOUNDS DESCRIPTION PARCEL 3B 27.77 Acre Multi Family Zoning Tract Asa Thomas Survey A-609 Williamson County, Texas FN2401 R2(CMS) January 9, 2002 SAM, Inc. Job No. 22005-01 DESCRIPTION OF A 27.77 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO, 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS, AND A PORTION OF A CALLED 10.30 ACRE TRACT OF LAND DESCRIBED IN THE POSSESSION AND USE AGREEMENT FOR TRANSPORTATION PURPOSES, EXECUTED MAY 31, 20 01 AND RECORDED UNDER DOCUMENT NUMBER 2001038661, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS; SAID 27,77 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference at a 112 -inch iron rod found on the south right-of-way Zine of Gattis School Road (width varies), being the northwest corner of a called 5.000 acre tract of land described in the deed to Vernon L. Jakub, and wife, Janeth M. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, and the northeast corner of said 105.508 acre tract, and from which point a %-inch iron rod found for the southeast comer of said 105.508 acre tract bears S 21° 00' 10" E, a distance of 1791,75 feet; THENCE S 21° 00' 10" E, with the west line of said 5.000 acre tract and the west line of Revised Interchange Business Park Section One, a plat of record filed in Cabinet J, Slides 24.25, Plat Records of Williamson County, Texas, a distance of 1081.50 feet to a calculated northeast corner and POINT OF BEGINNING of the tract described herein; THENCE S 21° 00' 10" E, continuing with the west line of said Revised plat, with the west line of A Replat Of Interchange Business Park Section 2, a plat of record filed in Cabinet N, Slides 196-199, Plat Records of Williamson County, Texas, a distance of 710.25 feet to a'/inch iron rod found for the southeast corner of said 105.508 acre tract, and being the northeast corner of Lot 2, Block A, Dupont Subdivision, as recorded in Cabinet 0, Slide 102 of the Plat Records of Williamson County, Texas; THENCE S 71° 45' 44" W leaving the west line of said Replat, and with the common line of said Lot 2 and said 105.508 acre tract, passing ata distance of 1082.28 feet, a 1/2 -inch iron rod found for the northwest corner of said Dupont Subdivision, being a southwesterly ell corner of said 105.508 acre tract, and the northeast corner of a proposed 0.55 acre tract, continuing 2.52 feet into said 105.508 acre tract for a total distance of 1084.76 feet to a'/Y-inch iron rod with cap set for a point of curvature; THENCE continuing across said 105.508 acre tract, with the northerly lines of said 0.55 acre tract, the following two (2) courses and distances: 1. with the arc of a curve to the left, a distance of 39.74 feet through a central angle of 06° 09' 14", having a radius of 370.00 feet and a chord which bears S 55° 44' 49" W, a distance of 39.72 feet to a %-inch iron rod with cap set for a point of tangency, and 2. S 52° 40' 11" W, passing at a distance of 50.76 feet a curving southwesterly line of said 105.508 acre tract, being the northeasterly right-of-way line of a called 10.30 acre tract of land described in the Possession and Use Agreement For Transportation Purposes, executed May 31, 2001 and recorded under Document Number 2001038661, Official Public Records, VViliiamson County, Texas, said 10.30 acre tract now existing as A.W. Grimes Boulevard (120' wide), continuing 80.00 feet for a total distance of 110.73 feet to a calculated point on its centerline; Page 1 of 4 27.77 Acre Multi Family Zoning Tract Asa Thomas Survey A-609 Williamson County, Texas FN2401 R2(CMS) January 9, 2002 SAM, Inc. Job No. 22005-01 THENCE with the curving centerline of said A.W. Grimes Boulevard, to the left, a distance of 402.91 feet through a central angle of 32° 13' 58", having a radius of 716.20 feet and a chord which bears N 51° 02' 45" W, a distance of 397.62 feet to a calculated southwesterly corner of the tract described herein; THENCE N 22° 50' 16" E, a distance of 60.00 feet to a calculated angle point on a northeasterly line of said A.W. Grimes Boulevard, being a southwesterly line of said 105,508 acre tract; THENCE again crossing said 105.508 acre tract the following sixteen (16) courses and distances: 1. N 16° 27' 36" W, a distance of 247.36 feet to a calculated angle point, 2. N 59° 50' 59" E, a distance of 97.95 feet to a calculated angle point, 3. N 82° 47' 04" W, a distance of 385.93 feet to a calculated angle point, 4. N 04° 47' 00" E, a distance of 50.37 feet to a calculated angle point, 5 $ 82° 47' 04" E, a distance of 426.29 feet to a calculated angle point, 6. N 06" 19' 53" E, a distance of 256.15 feet to a calculated angle point, 7. N 19" 11' 57" W, a distance of 80.57 feet to a calculated angle point, 8. N 27° 46' 01" W, a distance of 191.77 feet to a calculated angle point, 9. N 05° 14' 53" W, a distance of 214.77 feet to a calculated angle point, 10. N 28" 31' 27" E, a distance of 223.02 feet to a calculated angle point, 11. N 54° 38' 06" E, a distance of 33.67 feet to a calculated angle point, 12. S 14° 27' 53" W, a distance of 44.64 feet to a calculated angle point, 13. S 26° 37' 38" W, a distance of 95.83 feet to a calculated angle point, 14. S 03° 05' 40" W, a distance of 371.36 feet to a calculated angle point, 15, S 18° 57' 51" E, a distance of 10.65 feet to a calculated angle point, and 16. N 88° 07' 43" E, a distance of 1082.28 feet to the POINT OF BEGINNING and containing 27.77 acres of land, more or less. Page 2 of 4 27.77 Acre Multi Family Zoning Tract Asa Thomas Survey A-609 Williamson County, Texas FN2401 R2(CMS) January 9, 2002 SAM, Inc. Job No. 22005-01 Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc, THE STATE QF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON that 1. Paul C. Sauve. Jr., a Registered Professional Land Surveyor. do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during October 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 9t' day of Jan, 2002 A _SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy. So, Suite 125 Austin, Texas 78704 Page 3 of 4 Paul C. Sauve, Registered Professional Lan Surveyor No. 2518 - State of T GATTIS SCHOOL ROAD (R.0.W. WIDTH VARIES) P.O.C, TODAY PRA HICKERSON, L.P. (TRACT 1) CALLED 105.508 ACRES DOC.# 2000049743 O.P,R,W,C,TX, N54'36'06"E 33.67' N28'31'271 223.02' REMAINDER OF A CALLED 5.000 AC. VERNON L JAKUB AND WIFE. JANETN L. JAKUB VOL 844, PC. 912 D.R.W,C.TX. S14'27'53'w 44,64' 526'37`38'2 95,83' e ILO= N27.46'01'W 191.77' N1911'57 -W 00,57' Nos -19.59-e 258.15' x@2.47.044 N04'47D0'E 42E2g, 50.37 N132.47'04'W 385.93' N59"50'59`E 97,95' N16'27'36"w 249.38' N22'5016 E 84.00' A.W. GRIMES BOU[.EVARD (120' WIDE) 10.30 ACRE DOC, No, 2001038851 0.P.R.W.C.TX. (UNDER CONSTRUCTION) 552'40'111'W 110.73' (REVISED) INTERciANGE BUSINESS LOS 0 PARK SECTION ONE CAB. J. SL 24-25 pKOCK A P.R.W.C.Tx, 27.77 ACRES A REPLAT OF for I INTERCHANGE BUSINESS BLOCK A SECTIONKTWO CAH. N, SL 196-159 P.R.W.C.TX, IAT 2 CALLED 33.509 AC. DELL COMPUTER HOLDINGS, L.P. DOC. # 1999971259 O,P.R,W.C.TX, BLOCK A LOT 1 FINAL PLAT OF 'TME HOMESTEAD* SUBDIVISION CAB. P, SL. 89 P,R.W.C.TX. LEGEND • 1 /2" IRON ROD FOUND O 1/2" IRON ROD WITH CAP SET • CALCULATED POINT P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING LOT 2 DuPONT SUBDIVISION CAB, 0. SL. 102 P. R. w, C. TX, UAxSERv, INC. DOC. NO. 9708878 O.R.W,C.TX. BL0cr C LOT ASA THOMAS SURVEY, ABSTRACT NO. 809 WILLIAMSON COUNTY, TEXAS CURVE TABLE VC i 00110 Radius Length Chard Bearing ChOrd C3 06X19'14 370.00' 39.74', S 5544'49' W .,.. 39-72' C4 3213'58' 716.20' +42.91' N 81.027d5' w 397.82' D.R.W.C,TX, DEED RECORDS OF WILLIAMSON COUNTY, TEXAS O.P.R.W.C.TX, OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS ' 375' z 5' 2 a' P.R.W.C.TX. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS GRAPHIC SCALE NOTES: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASS 11400115001 JOS MUM relk 226135 -al oak o X14 P.6. ;M►�IVC. UL 5URVETIM34AE RIAL MAPPING•ENGINE ERINO 4029 C4+rrAL er T6%A7 HION.Ale, Se_ BROUIC pati, PROPCIZIOMAL PLAZ.& SUITE 12S Autr,M TIXAI. 76704 (512) 447-0676 FAN: tale) 379-3029 EMAIL: SAMIIPSAM-INC•AUa. COM SKETCH TO ACCOMPANY FIELDNOTE No. 2401R2 PAGE 4 OF 4 _ j EXHIBIT "C" METES AND BOUNDS DESCRIPTION PARCEL 4 11.51 Acre Single Family Zoning Tract FN2282R2(CMS) Asa Thomas Survey A-609 January 9, 2002 Williamson County, Texas SAM, Inc. Job No. 22005-01 DESCRIPTION OF AN 11.51 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS; SAID 11.51 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference ata 1/2 -inch iron rod found on the south right-of-way line for Gattis School Road (width vanes), being the northwest corner of a called 5.000 acre tract of land described in the deed to Vernon L. Jakub, recorded in Volume 844, Page 912, Deed Records of Wiliamson County, Texas, and the northeast corner of said 105.508 acre tract, and from which point a 1/2 -inch iron rod found for the southeast corner of said 105.508 acre tract bears S 21° 00' 10" E, a distance of 1791.75 feet; THENCE S 21° 00' 10" E, with the west line of said 5.000 acre tract, being common with the east line of said 105.508 acre tract, a distance of 541.69 feet to a calculated point for the northeast comer and POINT OF BEGINNING of the tract described herein; THENCE S 21° 00' 10" E, continuing with said common line, passing at a distance of 376.69 feet a 14 -inch iron rod found for the southwest corner of said 5.000 acre tract, being the northwest corner of Lot _ 6, Block A, (Revised) Business Park Section One, a subdivision of record filed in Cabinet J, Slide 24, Plat Records of Williamson County, Texas, continuing for a total distance of 539.81 feet to a calculated southeastern angle point of the tract described herein; THENCE Ieaving said common line and crossing said 105.508 acre tract, the following six (6) courses and distances: 1. 5 88" 07' 43" W, a distance of 1082.39 feet to the calculated southwest corner of the tract described herein, 2. N 1813 57' 51" W, a distance of 10.65 feet to a calculated point, 3. N 03° 05' 40" E, a distance of 371.36 feet to a calculated point, 4, N 26° 37' 38' W, a distance of 95.83 feet to a calculated point, 5, N 14° 27' 53" E, a distance of 44.64 feet to a calculated point, and Page 1 of 3 1 11.51 Acre Single Family Zoning Tract FN2282R2(CMS) Asa ThomaS Survey A-609 January 9, 2002 Williamson County, Texas SAM, Inc. Job No. 22005-01 6. N 88° 07' 43" E, a distance of 904.06 feet to the POINT OF BEGINNING and containing 11.51 acres of land, more or less. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WLLIAMSON That I, Paul C. Sauve, Jr., a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during May 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the SURVEYING AND MAPPING, Inc, 4029 Capital Of Texas Hwy. So, Suite 125 Austin, Texas 78704 Page 2 of 3 ay of January, 20(i A.D. P..uI C. Sauv', Jr. Registered Professio -I Land Surveyor No. 2518 - State of T xas • GATTIS SCHOOL ROAD (ROW WIDTH VARIES) P.O.C. 1/2' IRON ROD FOUND N8Sr07'43% 904.06' N14'2753`E 44.64' N25'3735`W 95.93' REMAINDER OF A CALLED 5.000 AC. VERNON L JAKUH AND WIFE, JANETH 14. JAKLIB VOL. 844, PG. 912 O.R.W.C.TX. P.O,0. 11.51 A ACRES s• e. LOT 8 o, BLOCK A .. • INTERCHANGE BUSINESS PARK o� SECTION ONE `58W0T43W 1052.39' -+ CAB. J, SL 24 d` P.R.W.C,TX. TODAY PRA HICKERSON, L.P. CALLED 105.508 ACRES DOC.# 2000049743 0.P,R.W.C.TX. A.W. GRIMES BOULEVARD 020' viDE) ASA THOMAS SURVEY, ABSTRACT NO. 609 DOC. No. 2oOtos066, WILLIAMSON COUNTY, TEXAS o.P.R.W.C,-x, (UNDER C ONSTRUC TION) BLOCK A LOT 1 A REPLAT OF INTERCHANGE BUSINESS PARK SECTION TWO CAB. N, SL. 198 P.R.W,C.TX. LOT 2 LOT 2 DuPONT SUBDIVISION CAB. 0, SL, 102 P.R.W.C.TX. LEGEND • 112" IRON ROD FOUND UNLESS OTHERWISE NOTED © CONCRETE MONUMENT WITH BRASS DISK FOUND A CALCULATED POINT P.O.C. POINT OF CEMMENCEMENT P.O.B, POINT OF BEGINNING D.R.W.C,TX. DEED RECORDS OF WILUAMSON COUNTY, TEXAS O.P,R,W.C.TX. OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS P.R,W.C.TX. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTES, SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS BLOCK C P txs t i1,3312•20V5 ��400,462,224,404 GRAPHIC SCALE 4020 CA►IraL or TEXAS HIS IwAY, 50. e80Owc OARS PROPCSnTO"aL PLAZA. SUIrr 12S ▪ AUSTIN TCzaa, 7$704 (512) 547-0575 PAA; ($12) 526.30$8 EMAIL, SAMw6111-14-INC-AUS-COM SKETCH TO ACCOMPANY FIELD NOTE No. 2282R2 PAGE 3 OF 3 EXHIBIT "C" METES AND BOUNDS DESCRIPTION PARCEL 5 6.19 Acre Commercial Zoning Tract FN2283R(BDN) ASA Thomas Survey A-609 OCTOBER 31, 2001 Williamson County, Texas SAM, Inc. Job No. 21204-07 DESCRIPTION OF A 6.19 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS, ALSO BEING A PORTION OF A CALLED 10.30 ACRE TRACT OF LAND DESCRIBED IN THE POSSESSION AND USE AGREEMENT FOR TRANSPORTATION PURPOSES, EXECUTED MAY 31, 2001 AND RECORDED UNDER DOCUMENT NUMBER 2001038661, OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; SAID 6.19 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a '/2 -inch iron rod found for the northeast corner of Lot 2, Block A , George Subdivision, a plat of record filed in Cabinet 0, Slide 228, Plat Records of Williamson County Texas, and in the west line of Lot 3, of the DuPont Subdivision, a plat of record filed in Cabinet, 0, Slide 102, Plat Records of Williamson County, Texas, also being the southeast corner of the tract described herein; THENCE S 69° 10' 15" W , with the north line of said Lot 2, passing at a distance of 358.78 feet a '/-inch iron rod with cap found for the southeast corner of said 10.30 acre tract, passing at a distance of 363.97 feet a %2 -inch iron rod found for the northwest corner of said Lot 2 and continuing a total distance of 419.24 feet to a calculated point on the centerline of said 10.30 acre tract (A.W. Grimes Boulevard), for the southwest corner of the tract described herein; THENCE with said centerline and the west line of the tract described herein the following three (3) courses and distances: 1. with the arc of a curve to the right, a distance of 404.11 feet through a central angle of 16° 09' 51", having a radius of 1432.39 feet, and a chord which bears N 05° 50' 07" W, a distance of 402.77 feet to a calculated point of tangency, 2. N 02° 14' 49" E, a distance of 349.90 feet to a calculated point of curvature, and 3. with the arc of a curve to the left, a distance of 464.71 feet through a central angle of 37° 10' 35", having a radius of 716.20 feet, and a chord which bears N 16° 20' 29" W, a distance of 456.60 feet to a calculated point for the northwest corner of the tract described herein; THENCE continuing to cross said 10.30 acre tract and said 105.508 acre tract N 52° 40' 11" E, a distance of 74.35 feet to a '/2 -inch iron rod with cap set for the northeast corner of the tract described herein; Page 1 of 3 6.19 Acre Commercial Zoning Tract FN2283R(BDN) ASA Thomas Survey A-609 OCTOBER 31, 2001 Williamson County, Texas SAM, Inc. Job No. 21204-07 THENCE continuing to cross said 105.508 acre tract the following three (3) courses and distances: 1. with the arc of a curve to the left, a distance of 22.71 feet through a central angle of 86° 44' 22", having a radius of 15.00 feet, and a chord which bears S 09° 18' 00" W, a distance of 20.60 feet to a %-inch iron rod with cap set for point of reverse curvature, 2. with the arc of a curve to the right, a distance of 303.15 feet through a central angle of 22° 22' 38", having a radius of 776.20 feet, and a chord which bears S 22° 52' 52" E, a distance of 301.23 feet to a 1/2 -inch iron rod with cap set, and 3. N 78° 20' 00" E, a distance of 75.09 feet to a 1/2 -inch iron rod set in the west line of said Lot 2, Dupont Subdivision, same being an east line of said 105.508 acre tract for a northeast corner of the tract described herein; THENCE with said common line and the west line of said Lot 3 S 20° 34' 53" E, a distance of 856.47 feet to the POINT OF BEGINNING and containing 6.19 acres of land, more or less. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON That I, Paul C. Sauve, Jr., a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during October 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 31st day of 0 •ber 2001 A.D. SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy. So, Suite 125 Austin, Texas 78704 Paul C. Sa �', Jr. egistered rofe � 'nal Land Surveyor 2518 - State of Texas Page 2 of 3 REMAINDER OF A CALLED 33.509 AC. DELL COMPUTER HOLDINGS, L.P DOC. # 1999971259 0.P.R.W.C.TX. 0 `�� • pp„E N78'20 75.09 • C2 A. W. CRIMES BOULEVARD (120' WIDE) 2 10.30 ACRES DOC. No. 2001038661 0.P.R.W.C.TX. (UNDER CONSTRUCTION) • 0 A P.O.B. D.R.W.C.TX. BLOCK A LOT 1 FINAL PLAT OF "THE HOMESTEAD” SUBDIVISION CAB. P, SL.89 P.R.W.C.TX. c1 0=16'09'51" R=1432.39' L=404.11' T=203.40' CB=N05'50'07"W C=402.77' C2 A=37'10'35" R=716.20' L=464.71' T=240.86' CB=N16'20'29"W C=456.60' LEGEND C3 A=86'44'22" R=15.00' L=22.71' T=14.17' CB=S09' 1$'00"W C=20.60 MAXSERV, INC. DOC. NO. 9706678 O.R.W.C.TX. LOT 2 DuPONT SUBDIVISION CAB. 0, SL. 102 P.R.W.C.TX. C4 A=2722'38" R=776.20' L=303.15' 6'4 T=153.53' CB=S22'52'52"E tit C=301.23' crt CP 1/2" IRON ROD FOUND (UNLESS OTHERWISE 1/2" IRON ROD WITH CAP SET CALCULATED POINT POINT OF BEGINNING DEED RECORDS OF WILLIAMSON COUNTY, TEXAS C1 NOTED) 6906; 5 4\9 LOT 2 LOT 3 DuPONT SUBDIVISION CAB. 0, SL. 102 P.R.W.C.TX. P.O.B. BLOCK A GEORGE SUBDIVISION CAB. 0, SL. 228 P.R.W.C.TX. ASA THOMAS SURVEY, ABSTRACT NO. 609 WILLIAMSON COUNTY, TEXAS 0.P.R.W.C.TX. OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS P.R.W.C.TX. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTE: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS. 200' 150' 100' 50' 0' 100' 200' GRAPHIC SCALE PROJECT: NICKERSON JOB NUMBER: 21204-07 DATE: OCTOBER 30, 2001 SURVEYOR: P.C. SAUVE, JR. PARTY CHIEF: FIEIDBOOK: FIELONOTE: FN2283.8D41 TECHNICIAN: B.O. NEWSOME DRAWING: FN2283.DWG \ SCALE: 1-4200' SURVEYING.AERIAL MAPPING.ENGINEERING 4029 CAPITAL OF TEXAS HIGHWAY, SO. BRODIE OAKS PROFESSIONAL PLAZA, SUITE 125 AUSTIN TEXAS. 78704 (512) 447-0575 FAX (512) 326-3029 EMAIL: SAM®SAM-INC-AUS.COM SKETCH TO ACCOMPANY FIELDNOTE No. 2283R PAGE 3 OF 3 1 ti a t 1 1 1 � S= PRELIMINARY PLAT JOO 1 /i' ice/ I / £ CRaSS/M^s DR14£ sown CRAZY( DOE .► .0 a EXHIBIT C-1 R K 8 1 1 $ N. ig :saftbabvb•sasabxnbIts.521kgdtI4araabaaRk fE1 L's EXHIBIT "D" DEVELOPMENT STANDARDS DEVELOPMENT PARCEL " 3A" TOWNHOUSE DEVELOPMENT PARCELS The following Development Standards shall apply to all development on portions of the Property which are identified as Development Parcel " 3A " on the Plan attached hereto as Exhibit "C". 1. PERMITTED USES: The following principal uses are permitted: A maximum of two -hundred (200) Townhouse residential dwelling units, together with accompanying recreational amenities, shall be permitted on Parcel 3A. Townhouse residential dwelling units shall be defined as two or more dwelling units constructed with common or abutting walls together with any associated common areas. No Townhouse residential dwelling units may be constructed on top of any other dwelling units, provided however, this does not prevent portions of any such two story dwelling unit (s) from partially encroaching over the top of or below another unit. Senior independent living, assisted living or nursing homes licensed by the State of Texas. The total number of living units for independent living or assisted living shall not exceed two -hundred 200) dwelling units. The total number of patient rooms in a nursing home shall not exceed two -hundred (200). Senior housing shall be restricted to persons 55 years or older or those who qualify for a HUD exemption from the prohibition against familial status discrimination under the Fair Housing Act. O.\W DOX\CORR\GN L\PUDS\TOW NCENT\EXHIBIT \00020042.DOC/cdc 1. The total number of units permitted on parcel 3A, whether townhouse residential, senior independent living, assisted living, nursing home or any combination of these uses shall not exceed two hundred (200) units. All Townhouse residential 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. In addition to the residential uses stated above, any portion of Parcel 3A may be developed and used for any use permitted on Parcel 2 in accordance with all of the standards set forth for development on Parcel 2 in this Exhibit D. The requirements of this Agreement replace 11.320 (3), (q) and (r) of the Code. 2. HEIGHT: No building on the Property shall exceed two (2) stories in height. except as otherwise specified herein. The requirements of this Agreement replace 11.310 (4), (b), (iii) and (iv) of the Code. 3. DESIGN STANDARDS: 3.1 Exterior Finish: The exterior finish of all buildings shall be 100 percent masonry, except for doors, windows, roofs, patios, balconies, awnings, gutters, special decorative features and trim. Masonry shall mean stone, simulated stone, brick, stucco, or cement based siding such as "Hardi Plank", or such other similar quality material approved in writing by the Director of Planning. Cement based siding or stucco shall not comprise more than a combined total of fifty percent (50%) of the exterior finish (breezeways, free standing garages and patio or balcony insets are not included in this calculation). 3.2 Roofing Materials: Roofing materials shall consist of twenty-five (25) year architectural dimensional shingles, tile or pre -finished, non -reflective metal, or such other similar quality material approved in writing by the Director of Planning. 3.3 Building Elevations: Any wall in excess of seventy-five (75') feet in length shall include off sets approved by the Director of Planning, to preclude a box design. O:\W DOX\CORR\CNL\PUDS\TO W NCEN7\EXHIBI7\00020042.DOC/cdc 2. 3.4 Special Design Features: All buildings, other than garages, shall contain a minimum four (4) of the following design features, which shall be chosen by the Owner. The design features are as defined in Identifying American Architecture, by John Blumenson, 2nd Edition, Copyright 1981, W.W. Norton & Co., N.Y. 3.4.1 Bow window. 3.4.2 Bay window. 3.4.3 Arched window. 3.4.4 Gable window. 3.4.5 Oval or round windows. 3.4.6 Shutters. 3.4.7 Arched entry, balcony or breezeway entrance. 3.4.8 Stone or brick accent wall. 3.4.9 Decorative stone or brick band. 3.4.10 Decorative tile. 3.4.11 Veranda, terrace, porch or balcony. 3.4.12 Projected wall or dormer. 3.4.13 Variation of roof lines on the building. 3.4.14 Decorative caps on chimneys. 4. BUILDING SETBACKS: 4.1 Primary Building Setbacks: 4.1.2 Minimum building setbacks from any public street shall be twenty (20) feet. 4.1.3 Minimum building setbacks from all internal property lines shall be twenty-five (25) feet. 4.1.4 Minimum setbacks from abutting single family residential lots (Parcel 4), measured from the abutting property line, shall be as follows: • Minimum building setbacks for one-story portions of apartment buildings shall be 25 feet. • Minimum building setbacks for two-story portions of apartment buildings shall be 50 feet. • Minimum building setbacks for three-story portions of apartment buildings shall be 100 feet. O:\W DOX\CORR\GNL\PUDS\TOWNCEN'i\EXHIBIT\00020042.DOC/cdc 3. 4.2 Carports and garages: 4.2.1 Street Yard setbacks: Carports and garages shall not be permitted within any street yard or within the landscape easements identified on Exhibit "C". 4.2.2 All other yard set backs: Carport and garage setbacks for all other yards shall be fifteen (15') feet. 5. PHASED DEVELOPMENT: When development is phased on the parcel and such phasing is designed to be part of a single development, setback requirements will not apply between development phases, unless access to any such development phase is provided directly from a public street, in which case the street yard setback shall apply to the frontage on such street. 6. SERVICE AREAS: 6.1 Trash Storage Refuse storage enclosures are required for all residential buildings. Enclosures must be of sufficient height to visually screen all refuse containers. All enclosures must be constructed of permanent materials (concrete, masonry, split face block, wood, etc.), which are compatible with the building it serves. Refuse storage areas must be designed to contain all refuse generated on-site between collections. Gates shall be required only if required to achieve the required visual screening. 6.2 Street Level Mechanical Equipment: All ground -mounted service equipment (e.g., air conditioners, transformers, trash collection equipment) related to each building shall be visually screened and landscaped. Large equipment shall be visually screened and landscaping shall be used to soften the visual appearance of the walls enclosing service areas. Service areas must be paved and drained. 6.3 Roof Mounted Mechanical Equipment: All roof mounted mechanical equipment must be visually screened from view from the public streets and Development Parcel 4, from a height that is five (5) feet above grade measured at the lot line of the lot the building is located on. Screening must be compatible with the building design. 7. LANDSCAPING: 7.1 Landscape Easement: A twenty (20) foot) wide landscape easement shall be provided adjacent to all public streets. O:\W DOX\CORR\GNL\PUDS\TOW NCENI\EXHIBI7\00020042.DOC/cdc 4. All areas located within these landscape easements shall be used solely for the purpose of landscaping, except for sidewalks, driveways crossing the easement, lighting, monument signs, irrigation, entry features, underground utilities, meters, utility structures and equipment required to provide utilities to the Property. Surface drainage swales may be placed within the landscape easements, provided that they are first approved by the Director of Planning as part of a comprehensive landscape plan. Drainage detention and water quality structures are prohibited in landscape easements. Landscaping within landscape easements shall be credited against Street Yard Landscape requirements. 7.2 Street Trees: Street trees shall be planted within the landscape easement adjacent to all public streets. Street trees shall be planted in compliance with the following criteria 7.2.1 Spacing of and size of trees shall meet the following criteria: • Large size tree species shall have a minimum caliper size of 3.5 inches and shall be spaced no more than 40 feet apart. • Medium size tree species shall have a minimum caliper size of 2.5 inches and shall be spaced no more than 30 feet apart. • Small size tree species shall have a minimum caliper size of 1.5 inches and shall be spaced no more than 20 feet apart. • Tree species size shall be determined by the Urban Forester. 7.2.2 Street trees shall be planted to avoid interference with street lights, signage and other fixtures. 7.2.3 Street trees shall be planted at least eight feet (8) from edge of driveways. 7.2.4 Street trees shall be kept out of street intersection triangles at a minimum of 35 feet by 35 feet measured from the face of curb. 7.2.5 Street trees shall be planted no less than 5 feet from underground utilities and 15 feet from overhead lines. 7.2.6 Street trees shall be planted no less than 5 feet from fire hydrants. 7.2.7 Street trees shall be planted no less than 8 feet from the back of curb along A. W. Grimes Boulevard and no less than 4 feet from back of curb along all other public streets. O:\WDOX\CORR\GNL\PUDS\TOW NCENT\EXHIBIT\00020042.DOC/cdc 5. 7.2.8 Caliper size, height, measurement and other specifications shall be as specified in American Standards for nursery stock (ANSI260.1.). 7.2.9 Planting Plan: The Owner shall submit a street tree planting plan in conjunction with the submittal of construction plans for the first phase of each Development Parcel identified on Exhibit C. 7.2.10 Street trees shall be irrigated by a permanent automatic irrigation system constructed to City standards by the Owner 7.2.11 Street trees and their associated irrigation system shall be planted and inspected prior to the issuance of the first Certificate of Occupancy for each Development Parcel identified on Exhibit C. 7.2.12 A fiscal maintenance guarantee shall be provided by the Owner, which provides for replacement of street trees and repair of irrigation systems for a period of two years following the initial inspection. The Urban Forester shall have the authority to identify all trees and other plant materials, which require replacement within the two-year maintenance guarantee period. The fiscal guarantee period shall be extended for one year for all plants that are replaced. 7.2.13 A Property Owners Association (POA) shall be established, funded and assigned the responsibility for ongoing maintenance, repair and replacement of both street trees and irrigation. Irrigation shall be paid for by the POA. 7.3 Open Space: All parcels for which a building permit and a Certificate of Occupancy have been issued and which do not contain buildings, structures, parking lots, sidewalks, fountains, site furniture or other improvements, including, but not limited to, front, side and rear building set back areas, and all areas between the curb line and the property line, must be planted, landscaped, and maintained in good condition. The landscape planting must provide for easy maintenance. Utility easements will be landscaped consistent with other landscape areas where allowed by the respective utility company. All such landscaped areas not planted in groundcover or shrub beds will be planted in grasses, preferably sod. Over -seeding in fall with cool season native grasses is allowed. The area located within the 25 -year flood plain may be seeded for grass without requiring additional plant materials 7.4 Rights of Way: Areas within public street rights-of-way must be landscaped and irrigated only in accordance with a license agreement with the City. O:\W DOX\CORR\GNL\PUDS\TOW NCEN"IEXHIBIT\00020042. DOC/cdc 6. Utility easements will be landscaped consistent with other landscape areas where allowed by the respective utility company. 7.5 Irrigation: An underground, automatic irrigation system must be installed in all landscaped areas, other than areas approved by the Director of Planning for plant materials that do not normally require irrigation. Sprinkler heads must be located to effectively water the landscaped areas with minimal spray onto roadways, parking areas and walkways. All irrigation systems shall be inspected and approved prior to the issuance of a certificate of occupancy for the building for which the landscaping is required. 8. UTILITY LINES: All utility service lines must be underground to connection points provided by the utility service provider. All transformers must be visually screened. 9. FENCING: Fencing may be constructed in any yard and along any property line for the purpose of screening or security. When fencing is constructed it shall meet the following standards: 9.1 Street Yard: Fencing in street yards shall be constructed of wrought iron with stone or brick columns. All columns shall be set in concrete to ensure a sturdy and durable fence. Street yard fence materials shall wrap around and extend a minimum of fifty feet (50') along side property lines. 9.2 Other Yards: Fencing in yards other than street yards shall be constructed of wood, woodcrete, masonry or wrought iron. All fence posts shall be either masonry or rust resistant steel, treated wood or similar material set in concrete. The finished side of all perimeter fencing shall face the outside of the development. 9.3 Fencing adjacent to trail: Fencing adjacent to the trail shall be constructed of wrought iron with stone or brick columns. All columns shall be set in concrete to a sufficient depth to ensure a sturdy and durable fence. 10. SITE PLAN REQUIRED: A site plan for each phase of development shall be submitted to the City to ensure compliance with the terms of this Agreement prior to the issuance of each building permit. 11. SIGNS: All freestanding signs shall be Monument Signs, as defined by the Code and modified by this Agreement. O:\W DOX\CORR\GNL\PUDS\TOW NCEN7\EXHI BI T\00020042.DOC/cdc 7. 12. VEHICLES IN STREET YARDS: No recreational vehicles, boats, trailers or commercial trucks shall be permitted to be parked in any street yard. Standard Sport Utility Vehicles are not restricted by this section. 13. PARKING STANDARDS: The following parking requirements shall be provided with each phase of development. Parking spaces for each one bedroom dwelling unit. 1.5 spaces Parking spaces for each two bedroom dwelling unit. 2.0 spaces Parking spaces for each three bedroom dwelling unit. 2.5 spaces Additional parking in the amount equal to five percent (5%) of the combined parking required for the dwelling units shall be provided to accommodate guest parking_ All parking spaces shall be a minimum of nine feet (9') wide. No tandem parking shall be permitted except where garages are provided, which are attached directly to the apartment unit they serve and the tandem space is located behind the garage door and assigned to the same unit s as the garage. Alternative parking standards or requirements may be approved by the Director of Planning for senior independent living, assisted living and nursing homes based on a specific site plan. 14. PEDESTRIAN ACCESS TO SHOPPING CENTER A sidewalk, which provides pedestrian access from the apartments constructed on Parcel 3A to the shopping center and Town Center constructed on Parcel 2, shall be constructed as part of each phase of apartment development. This sidewalk shall connect to the sidewalks to be constructed along Town Centre Drive. OAW DOX\CORR\CNLTUDS\TOW NCENTEXHIBIT\00020042.DOC/cdc 8. DEVELOPMENT PARCEL " 3B" TOWNHOUSE & SINGLE FAMILY PARCEL The following Development Standards shall apply to all development on portions of the Property which are identified as Development Parcel " 3B " on the Plan attached hereto as Exhibit "C". 1. PERMITTED USES: The following principal uses are permitted: A maximum of two -hundred (200) townhouse residential dwelling units, together with accompanying recreational amenities, shall be permitted on Parcel 3B. Townhouse residential dwelling units shall be defined as two or more dwelling units constructed with common or abutting walls together with any associated common areas. No Townhouse residential dwelling units may be constructed on top of any other dwelling units, provided however, this does not prevent portions of any such two story dwelling unit(s) from partially encroaching over the top of or below another unit. Senior independent living, assisted living or nursing homes licensed by the State of Texas. The total number of living units for independent living or assisted living shall not exceed two -hundred (200) dwelling units. The total number of patient rooms in a nursing home shall not exceed two -hundred (200). Senior housing shall be restricted to persons 55years of age or older or those who qualify for a HUD exemption from the prohibition against familial status discrimination under the Fair Housing Act. The total number of units, whether townhouse residential, senior independent living, assisted living, nursing home or any combination of these uses shall not exceed two -hundred (200) units. All Townhouse residential 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 platted as 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. In addition to the uses stated above, any portion of Parcel 3B may be developed into single family lots in accordance with all the standards set forth for development on Parcel 4 in this Exhibit D. O:\W DOX\CORR\GNL\PUDS\TOW NCENT\EXHIBI7\00020042.DOC/cdc 9. Portions of Parcel 3B not utilized for townhouse development may be developed into single family lots in accordance with the standards set forth in this Agreement for Parcel 4. The requirements of this Agreement replace 11.320 (3), (q) and (r) of the Code. 2. HEIGHT: No building on the Property shall exceed two (2) stories in height. except as otherwise specified herein. The requirements of this Agreement replace 11.310 (4), (b), (iii) and (iv) of the Code. 3. DESIGN STANDARDS: 3.1 Exterior Finish: The exterior finish of all buildings shall be 100 percent masonry, except for doors, windows, roofs, patios, balconies, awnings, gutters, special decorative features and trim. Masonry shall mean stone, simulated stone, brick, stucco, or cement based siding such as "Hardi Plank", or such other similar quality material approved in writing by the Director of Planning. Cement based siding or stucco shall not comprise more than a combined total of fifty percent (50%) of the exterior finish (breezeways, free standing garages and patio or balcony insets are not included in this calculation). 3.2 Roofing Materials: Roofing materials shall consist of twenty-five (25) year architectural dimensional shingles, tile or pre -finished, non -reflective metal, or such other similar quality material approved in writing by the Director of Planning. 3.3 Building Elevations: Any wall in excess of seventy-five (75') feet in length shall include off sets approved by the Director of Planning, to preclude a box design. 3.4 Special Design Features: All buildings, other than garages, shall contain a minimum four (4) of the following design features, which shall be chosen by the Owner. The design features are as defined in Identifying American Architecture, by John Blumenson, 2nd Edition, Copyright 1981, W.W. Norton & Co., N.Y. 3.4.1 Bow window. 3.4.2 Bay window. 3.4.3 Arched window. 3.4.4 Gable window. O:\W DOX\CORWN LTUDS\TOW NCEN7\EXHIBI`I\00020042. DOC/cdc 10. 3.4.5 Oval or round windows. 3.4.6 Shutters. 3.4.7 Arched entry, balcony or breezeway entrance. 3.4.8 Stone or brick accent wall. 3.4.9 Decorative stone or brick band. 3.4.10 Decorative tile. 3.4.11 Veranda, terrace, porch or balcony. 3.4.12 Projected wall or dormer. 3.4.13 Variation of roof lines on the building. 3.4.14 Decorative caps on chimneys. 3.5 Access for townhouse development: Access drives for all development other than single family development shall be to Bryant Drive or Town Centre Drive. 4. BUILDING SETBACKS: 4.1 Primary Building Setbacks for townhouse development: 4.1.2 Minimum building setbacks from A. W. Grimes Boulevard and Bryant Drive shall be thirty -feet (30'). 4.1.3 Minimum building setback from any other public street shall be twenty (20) feet, 4.1.4 Minimum rear yard building setbacks shall be twenty (20) feet. 4.1.5 Minimum spacing between buildings shall be twenty-five (25) feet. 4.1.6 Minimum setbacks from abutting single family residential lots (Parcel 4), measured from the abutting property line, shall be as follows: • Minimum building setbacks for one-story portions of townhouses shall be 25 feet. • Minimum building setbacks for two-story portions of townhouses shall be 50 feet. 4.2 Carports and garages: 4.2.1 Each townhouse dwelling unit containing only one bedroom shall include an attached or detached one car garage. 4.2.2 Each townhouse dwelling unit containing two or more bedrooms shall include an attached or detached two car garage. 4.2.3 Street Yard setbacks: Garages shall not be permitted within any street yard or within the landscape easements identified on Exhibit "C". OAW DOX\CORR\GNL\PUDS\TOW NCEN1 \EXHIBIT\00020042.DOC/cdc 11. 4.2.4 All other yard set backs: Garage setbacks for all other yards shall be fifteen (15') feet. 5. PHASED DEVELOPMENT: When development is phased on the parcel and such phasing is designed to be part of a single development, setback requirements will not apply between development phases, unless access to any such development phase is provided directly from a public street, in which case the street yard setback shall apply to the frontage on such street. 6. SERVICE AREAS: 6.1 Trash Storage Refuse storage enclosures are required for all residential buildings. Enclosures must be of sufficient height to visually screen all refuse containers. All enclosures must be constructed of petmanent materials (concrete, masonry, split face block, wood, etc.), which are compatible with the building it serves. Refuse storage areas must be designed to contain all refuse generated on-site between collections. Gates shall be required only if required to achieve the required visual screening. 6.2 Street Level Mechanical Equipment: All ground -mounted service equipment (e.g., air conditioners, transformers, trash collection equipment) related to each building shall be visually screened and landscaped. Large equipment shall be visually screened and landscaping shall be used to soften the visual appearance of the walls enclosing service areas. Service areas must be paved and drained. 6.3 Roof Mounted Mechanical Equipment: All roof mounted mechanical equipment must be visually screened from view from the public streets and Development Parcel 4, from a height that is five (5) feet above grade measured at the lot line of the lot the building is located on. Screening must be compatible with the building design. 7. LANDSCAPING: 7.1 Landscape Easement: A thirty (30) foot wide landscape easement shall be provided adjacent to A. W. Grimes Boulevard and Bryant Drive. A twenty (20) foot wide landscape easement shall be provided adjacent to all other public streets. O:\W DOX\CORR\GNL\PUDS\TOW NCEN'I\EXHIBIT\00020042.DOC/cdc 12. All areas located within these landscape easements shall be used solely for the purpose of landscaping, except for sidewalks, driveways crossing the easement, lighting, monument signs, irrigation, entry features, underground utilities, meters, utility structures and equipment required to provide utilities to the Property. Surface drainage swales may be placed within the landscape easements, provided that they are first approved by the Director of Planning as part of a comprehensive landscape plan. Drainage detention and water quality structures are prohibited in landscape easements. Landscaping within landscape easements shall be credited against Street Yard Landscape requirements. 7.2 Street Trees: Street trees shall be planted within the landscape easement adjacent to all public streets. Street trees shall be planted in compliance with the following criteria 7.2.1 Spacing of and size of trees shall meet the following criteria: • Large size tree species shall have a minimum caliper size of 3.5 inches and shall be spaced no more than 40 feet apart. • Medium size tree species shall have a minimum caliper size of 2.5 inches and shall be spaced no more than 30 feet apart. • Small size tree species shall have a minimum caliper size of 1.5 inches and shall be spaced no more than 20 feet apart. • Tree species size shall be determined by the Urban Forester. 7.2.2 Street trees shall be planted to avoid interference with street lights, signage and other fixtures. 7.2.3 Street trees shall be planted at least eight feet (8) from edge of driveways. 7.2.4 Street trees shall be kept out of street intersection triangles at a minimum of 35 feet by 35 feet measured from the face of curb. 7.2.5 Street trees shall be planted no less than 5 feet from underground utilities and 15 feet from overhead lines. 7.2.6 Street trees shall be planted no less than 5 feet from fire hydrants. 7.2.7 Street trees shall be planted no less than 8 feet from the back of curb along A. W. Grimes Boulevard and no less than 4 feet from back of curb along all other public streets. O:\W DOX\CORR\GNL\PUDS\TOW NCEN7\EXHIBIT\00020042.DOC/cdc 13. 7.2.8 Caliper size, height, measurement and other specifications shall be as specified in American Standards for nursery stock (ANSI260.1.). 7.2.9 Planting Plan: The Owner shall submit a street tree planting plan in conjunction with the submittal of construction plans for the first phase of each Development Parcel identified on Exhibit C. 7.2.10 Street trees shall be irrigated by a permanent automatic irrigation system constructed to City standards by the Owner 7.2.11 Street trees and their associated irrigation system shall be planted and inspected prior to the issuance of the first Certificate of Occupancy for each Development Parcel identified on Exhibit C. 7.2.12 A fiscal maintenance guarantee shall be provided by the Owner, which provides for replacement of street trees and repair of irrigation systems for a period of two years following the initial inspection. The Urban Forester shall have the authority to identify all trees and other plant materials, which require replacement within the two-year maintenance guarantee period. The fiscal guarantee period shall be extended for one year for all plants that are replaced. 7.2.13 Owners Association (POA) shall be established, funded and assigned the responsibility for ongoing maintenance, repair and replacement of both street trees and irrigation. Irrigation shall be paid for by the POA. 7.3 Open Space: All parcels for which a building permit and a Certificate of Occupancy have been issued and which do not contain buildings, structures, parking lots, sidewalks, fountains, site furniture or other improvements, including, but not limited to, front, side and rear building set back areas, and all areas between the curb line and the property line, must be planted, landscaped, and maintained in good condition. The landscape planting must provide for easy maintenance. Utility easements will be landscaped consistent with other landscape areas where allowed by the respective utility company. All such landscaped areas not planted in groundcover or shrub beds will be planted in grasses, preferably sod. Over -seeding in fall with cool season native grasses is allowed. The area located within the 25 -year flood plain may be seeded for grass without requiring additional plant materials 7.4 Rights of Way: Areas within public street rights-of-way must be landscaped and irrigated only in accordance with a license agreement with the City. CIAW DOX\CORR\GN LTU DS\TOW NCEN7\EXHIBIT\00020042.DOC/cdc 14. Utility easements will be landscaped consistent with other landscape areas where allowed by the respective utility company. 7.5 Irrigation: An underground, automatic irrigation system must be installed in all landscaped areas, other than areas approved by the Director of Planning for plant materials that do not normally require irrigation. Sprinkler heads must be located to effectively water the landscaped areas with minimal spray onto roadways, parking areas and walkways. All irrigation systems shall be inspected and approved prior to the issuance of a certificate of occupancy for the building for which the landscaping is required. 8. UTILITY LINES: All utility service lines must be underground to connection points provided by the utility service provider. All transformers must be visually screened. 9. FENCING: Fencing may be constructed in any yard and along any property line for the purpose of screening or security. When fencing is constructed it shall meet the following standards: 9.1 Street Yard: Fencing in street yards shall be constructed of wrought iron with stone or brick columns. All columns shall be set in concrete to ensure a sturdy and durable fence. Street yard fence materials shall wrap around and extend a minimum of fifty feet (50') along side property lines. 9.2 Other Yards: Fencing in yards other than street yards shall be constructed of wood, woodcrete, masonry or wrought iron. All fence posts shall be either masonry or rust resistant steel, treated wood or similar material set in concrete. The finished side of all perimeter fencing shall face the outside of the development. 9.3 Fencing adjacent to trail: Fencing adjacent to the trail shall be constructed of wrought iron with stone or brick columns. All columns shall be set in concrete to a sufficient depth to ensure a sturdy and durable fence. 10. SITE PLAN REQUIRED: A site plan for each phase of development shall be submitted to the City to ensure compliance with the terms of this Agreement prior to the issuance of each building permit. O:\W DOX\CORR\CNL\PUDS\TOW NCENT EXHIBIT 00020042.DOC/cdc 15. 11. SIGNS: All freestanding signs shall be Monument Signs, as defined by the Code and modified by this Agreement. 12. VEHICLES IN STREET YARDS: No recreational vehicles, boats, trailers or commercial trucks shall be permitted to be parked in any street yard. Standard Sport Utility Vehicles are not restricted by this section. 13. PARKING STANDARDS: The following parking requirements shall be provided with each phase of development. Parking spaces for each one bedroom dwelling unit. 1.5 spaces Parking spaces for each two bedroom dwelling unit. 2.0 spaces Parking spaces for each three bedroom dwelling unit. 2.5 spaces Additional parking in the amount equal to five percent (5%) of the combined parking required for the dwelling units shall be provided to accommodate guest parking_ All parking spaces shall be a minimum of nine feet (9') wide. No tandem parking shall be permitted except where garages are provided, which are attached directly to the apartment unit they serve and the tandem space is located behind the garage door and assigned to the same unit s as the garage. Alternative parking standards or requirements may be approved by the Director of Planning for senior independent living, assisted living and nursing homes based on a specific site plan. O:\W DOX\CORR\GNL\PUDS\TOW NCENT\EXHIBIT\00020042.DOC/cdc 16. DEVELOPMENT PARCELS " 2 & 5" COMMERCIAL DEVELOPMENT PARCELS The Following Development Standards shall apply to all development on portions of the Property, which are identified as Development Parcels "2 and 5" on the Plan attached hereto as Exhibit "C". 1. PERMITTED USES: The following principal uses are permitted: All C-1 General Commercial uses identified in the City of Round Rock Zoning Ordinance except for uses listed in Paragraph 2, below. 2. PROHIBITED USES: The following uses are prohibited on the Property: cell towers and other free standing towers over thirty (30') feet in height, mini -warehouses, flea markets, sexually oriented businesses, portable buildings sales, except as incidental to other retail sales, outdoor amusement parks or carnivals, wholesale nurseries, recreational vehicle parks, outdoor shooting ranges, pawn shops, heavy equipment sales, kennels (but not prohibiting pet shops and veterinary clinics with overnight facilities), vehicle sales, auto body and paint shops and truck stops. 3. OUTDOOR SALES & DISPLAYS Outdoor sales and displays are permitted as accessory uses in conjunction with the principal use of a building only in areas designated on the site plan approved by the Director of Planning for such building or an amended site plan approved at a later date. All outdoor sales and display areas shall be located and operated as part of the principal use, and shall not comprise a separate business use. Parking requirements contained in the Code shall apply to all outdoor cafes and dining areas in the same manner that such requirements apply to enclosed buildings. 4. DEVELOPMENT STANDARDS: 4.1 The following materials are prohibited on the exterior walls and roofs of all buildings and structures. • Asbestos • Mirrored Glass (reflectivity of 20% or more) • Corrugated metal O:\W DOX\CORR\GNL\PUDS\TOW NCENT\EXHIBIT\00020042.DOC/cdc 17. 4.2 The following materials are prohibited on all exterior walls of all buildings and structures. This section does not apply to trim or minor decorative features. • Unfinished sheet metal. 4.3 Primary shopping center buildings: The following development standards apply to the primary shopping center buildings. The definition of primary shopping center buildings for the purpose of this section shall be all buildings that contain more than ten thousand (10,000) square feet of gross floor area (heated and air conditioned space) or such smaller buildings, which are physically attached to such a building. It shall also include all buildings on Parcel 5, identified on Exhibit C. 4.3.1 The front and side elevations shall be 100 percent masonry, except for doors, windows, roofs, patios, balconies, awnings, gutters, special decorative features and trim. Masonry shall mean brick, stone, stucco or such other similar quality material approved in writing by the Director of Planning. Stucco shall not comprise more than fifty (50) percent of this exterior finish. All other elevations shall be constructed of brick, stone, stucco, split face concrete block or concrete tilt wall, or such other similar quality material approved in writing by the Director of Planning. 4.3.2 Primary shopping center buildings shall be permitted flat roofs only when the building contains segments with pitched roof lines that are part of an overall architectural design approved by the Director of Planning. Roofing materials for pitched roof sections shall be limited to tile or pre -finished, non -reflective metal or such other similar quality material approved in writing by the Director of Planning. 4.4 Buildings other than primary shopping center buildings: The following development standards apply to all buildings not defined as primary shopping center buildings in section 4.3 above. 4.4.1 All building elevations shall be 100 percent masonry except for doors, windows, roofs, patios, balconies, awnings, gutters, special decorative features and trim. Masonry shall mean brick, stone or stucco or such other similar quality material approved in writing by the Director of Planning. Stucco shall not comprise more than fifty (50) percent .of this exterior finish. 4.4.2 All buildings shall be permitted flat roofs only when the building contains segments with pitched roof lines that are part of an overall architectural design approved by the Director of Planning. Roofing materials for pitched roof sections shall be limited to tile or pre -finished, non -reflective metal or such other similar quality material approved in writing by the Director of Planning. O:\W DOX\CORR\GNL\PUDS\TOW NCENI\EXHIBIT\00020042.DOC/cdc 18. 5. SERVICE & LOADING AREAS: 5.1 Screening Required: No dock high loading area is permitted unless such area is visually screened from public streets. 5.2 Delivery Vehicles: All delivery and utility vehicles parked on-site (other than when being actively loaded or unloaded) shall be parked within an area visually screened from public streets. 5.3 Service Areas: Service areas will be visually screened from all public rights-of—way. Methods of screening include walled entrances, evergreen landscaping, and depressed service areas. 5.4 Loading areas: All loading and service areas must be clearly signed. Loading spaces must be clearly denoted on the pavement and designed so as not to prohibit on-site vehicular circulation when occupied. Loading spaces will be located directly in front of or adjacent to a loading door. Loading areas must be designed to accommodate backing and maneuvering on-site, not from a public street. Regardless of orientation, loading doors may not be located closer than fifty feet (50') from a public street. This provision does not prevent the location of doors that provide common entry to a building from being used for minor deliveries and courier service by vehicles with six or less wheels. 5.5 Trash Storage Refuse storage enclosures are required for all buildings. Enclosures must be of sufficient height to visually screen all refuse containers, so as to provide visual screening of views from adjacent Lots and public rights-of-way. All enclosures must be constructed of permanent materials (concrete, masonry, split face block, etc.), which are compatible with the building it serves. Refuse storage areas must be designed to contain all refuse generated on-site between collections. Gates shall be required only if required to achieve the needed visual screening. 5.6 Street Level Mechanical Equipment: All ground -mounted service equipment (e.g., air conditioners, transformers, trash collection equipment) related to each building shall be visually screened and landscaped. Large equipment shall be visually screened and landscaping shall be used to soften the visual appearance of the walls enclosing service areas. Service areas must be paved and drained. O:\W DOX\CORR\GNL\PUDS\TOW NCENi\EXHIBIT 00020042.DOC/cdc 19. 5.7 Roof Mounted Mechanical Equipment: All roof mounted mechanical equipment must be visually screened from view from the public streets from a height of five (5) feet above grade measured at the lot line of the site on which the building is located. Screening must be compatible with the building design. 6. LANDSCAPING: 6.1 Landscape and sidewalk easement: A thirty-foot (30') wide landscape easement shall be provided adjacent to A. W. Grimes Boulevard and Gattis School Road as generally identified on Exhibit "C". A twenty (20) foot wide landscape easement shall be provided along all other public streets. All areas located within these easements shall be used solely for the purpose of landscaping, and sidewalks, except for, driveways crossing the easement, lighting, monument signs, irrigation, entry features, underground utilities, meters, utility structures and equipment required to provide utilities to the Property. Surface drainage swales may be placed within these easements, provided they are approved by the Director of Planning as part of a comprehensive landscape plan. Drainage detention and water quality structures are prohibited in these easements. Landscaping within these easements shall be credited against street yard landscape requirements. 6.2 Street Trees: Street trees shall be planted within the landscape easement adjacent to all public streets. Street trees shall be planted in compliance with the following criteria 6.2.1 Spacing of and size of trees shall meet the following criteria: • Street trees along A. W. Grimes Boulevard and Gattis School Road shall be large size tree species with a minimum caliper size of 3.5 inches and shall be spaced no more than 40 feet apart. • Street trees along all other public streets may also include medium size tree species with a minimum caliper size of 2.5 inches planted no more than 30 feet apart; and small size tree species with a minimum caliper size of 1.5 inches planted no more than 20 feet apart • Tree species size shall be determined by the Urban Forester. O:\W DOX\CORR\GNL\PUDS\TOW NCEN7\EXHIBI7\00020042.DOC/cdc 20. 6.2.2 Street Trees: Street trees shall be planted to avoid interference with streetlights, signage and other fixtures. 6.2.3 Street trees shall be planted at least eight feet (8') from edge of driveways. 6.2.4 Street trees shall be kept out of street intersection triangles at a minimum of 35 feet by 35 feet measured from the face of curb. 6.2.5 Street trees shall be planted no less than 5 feet from underground utilities and 15 feet from overhead lines. 6.2.6 Street trees shall be planted no less than 5 feet from fire hydrants. 6.2.7 Street trees shall be planted no less than 8 feet from the back of curb along A. W. Grimes Boulevard and Gattis School Road. Street trees shall be planted no less than 4 feet from back of curb along all other streets. 6.2.8 Caliper size, height, measurement and other specifications shall be as specified in American Standards for nursery stock (ANSI260.1) 6.2.9 Planting Plan: The Owner shall submit a street tree planting plan for A. W. Grimes Boulevard and Gattis School Road with the submittal of construction plans for the first phase of development on Development Parcel 2 identified on Exhibit C. 6.2.10 Street trees shall be irrigated by a permanent automatic irrigation system constructed to City standards by the Owner 6.2.11 Street trees and their associated irrigation system, along A. W. Grimes Boulevard and Gattis School Road, shall be planted and inspected prior to the issuance of the first Certificate of Occupancy for any development on Development Parcel 2 identified on Exhibit C. 6.2.12 Street trees and their associated irrigation system, along Town Centre Drive, shall be planted and inspected as part of the street construction for each portion of Town Centre Drive prior to street improvements being accepted by the City. 6.2.13 A fiscal maintenance guarantee shall be provided by the Owner, which provides for replacement of trees and repair of irrigation systems for a period of two years following the initial inspection. The Urban Forester shall have the authority to identify all trees and other plant materials, which require replacement within the two-year maintenance guarantee period. The fiscal guarantee period shall be extended for one year for all plants that are replaced. 6.2.14 A Property Owners Association (POA) shall be established, funded and assigned the responsibility for ongoing maintenance, repair and replacement of both street trees and irrigation. Irrigation shall be paid for by the POA. O:\W DOX\CORR\GNL\PUDS\TOW NCEN7\EXHIBIT\00020042. DOC/cdc 21. 6.3 Open Space: All parcels for which a building permit and a Certificate of Occupancy have been issued and which do not contain buildings, structures, parking lots, sidewalks, fountains, site furniture or other improvements, including, but not limited to, front, side and rear building set back areas, and all areas between the curb line and the property line, must be planted and landscaped,. All such landscaped areas not planted in groundcover or shrub beds will be planted in grasses, preferably sod. Over seeding in fall with cool season native grasses is allowed. All plantings shall be maintained in good condition. The landscape planting must provide for easy maintenance. Utility easements will be landscaped consistent with other landscape areas where allowed by the respective utility company. 6.4 Rights of Way: Areas within the public street right-of-way must be landscaped and irrigated only in accordance with a license agreement with the City. 6.5 Irrigation: An underground, automatic irrigation system must be installed in all landscaped area, other than areas approved by the Director of Planning for plant materials that do not normally require irrigation. Sprinkler heads must be located to effectively water the landscaped areas with minimal spray onto roadways, parking areas and walkways. All irrigation systems shall be inspected and approved prior to the issuance of a certificate of occupancy for the building for which the landscaping is required. 6.6 Parking Areas: In all vehicular use areas and parking areas, landscaped medians shall be provided along primary access drives, as determined by the Director of Planning. Additional landscape medians shall be provided for every eight (8) single rows of parking. All landscape medians shall be a minimum of 8 feet in width and trees shall be planted in accordance with the same specifications established for street trees in section 6.2.5 above unless otherwise approved by the Director of Planning. This shall be credited against Street Yard Landscape requirements and other applicable landscape requirements. Caliper size, height, measurement and other specifications shall be as specified in American Standards for nursery stock (ANSI260.1) O:\WDOX\CORK\ONLTUDS\TOWNCENI\EXHIBI \00020042.DOC/cdc 22. 6.7 Planting Plan: The Owner shall submit a planting plan for parking lot and other on-site landscaping with the submittal of construction plans for each phase of development . 7. UTILITY LINES: All utility service lines must be underground to connection points provided by the utility service provider. All transformers must be visually screened. 8. DESIGN STANDARDS: 8.1 Height: The maximum height of buildings on the Property shall be 3 floors. 8.2 Building Setbacks: 8.2.1 Minimum building setbacks from the A. W. Grimes Boulevard and Gattis School Road, identified on Exhibit "C" shall be, thirty (30') feet. 8.2.2 Minimum building setbacks from any other public streets shall be twenty (20) feet. 8.2.3 Minimum building setbacks from all internal property lines shall be twenty-five (25) feet. However, this may be reduced to fifteen (15) feet when a joint -access fire lane with the abutting property is approved by the Fire Marshall. 8.3 Phased Development: When development is phased on the Property and such phasing is designed to be part of a single development, setback requirements will not apply between development phases, unless access to any such development phase is provided directly from a public street, in which case the street yard setback shall apply to the frontage on such street. 9. DRIVEWAY THROAT LENGTH All driveways that access A. W. Grimes Boulevard or Gattis School Road (except the driveway that accesses the fuel center at the corner of Gattis School Road and A. W. Grimes Boulevard) shall provide a minimum driveway throat of 100 feet. No parking spaces or internal access drives shall intersect with access driveways within this 100- foot throat. Throat length shall be measured from the property line along the street right-of-way. The driveway from A. W. Grimes Boulevard abutting the fuel center shall provide a minimum throat length of 40 feet on both sides of the driveway. Throat length shall be measured from the property line along the street right of way. O:\W DOX\CORK\CNL\PUDS\TOWNCENI\EXHIBIT\00020042.DOC/cdc 23. The most westerly driveway from Gattis School Road shall provide a minimum throat length of 100 feet unless the length is reduced in writing by the City Traffic Engineer. In no case shall this throat length be less than 50 feet. No parking spaces or internal access drives shall intersect with access driveways within this 100- foot throat. Throat length shall be measured from the property line along the street right of way. 10. PARKING LOT LIGHTING All light fixtures shall be shielded or hooded so that light is directed downward to minimize excessive glare and sky glow pollution. Light standards shall be metal poles. 11. TOWN CENTRE REQUIREMENTS The area identified as Town Centre on the Exhibit D-1, attached hereto shall be constructed in accordance with the following design criteria and a site plan that includes architectural elevations shall be required to be approved by the Director of Planning prior to the issuance of a building permit for any building or structure within the area designated as Town Centre. The purpose of these design criteria is to create a pedestrian oriented Town Centre, which utilizes the traditional "main street" building forms. 11.1 Building setback from Town Centre Drive. • Buildings shall be set back between 20 and 22 feet from the edge of the street right-of-way. • The street yard shall be designated as a sidewalk and landscape easement. Sidewalks shall be constructed along the entire frontage of the block within a minimum of 50 percent of this easement. Sidewalks shall be paved with decorative paving materials and all sidewalk paving materials shall be submitted to the Director of Planning for approval. • Sidewalks within the sidewalk and landscaping easements shall be connected to on- street parking within the abutting right-of-way using the same paving materials as the abutting sidewalk, as generally illustrated in Exhibit G attached hereto. 11.2 On street parking • On street parking shall be provided within the right-of-way of Town Centre Drive (100 foot ROW) within the designated Town Centre as generally illustrated in Exhibit G, attached hereto. • The first parking stalls shall be located a minimum of forty feet (40') from street intersections. O:\W DOX\CORR\GNL\PUDS\TOW NCEN7\EXHIBIT \00020042.DOC/cdc 24. • Street parking shall be credited against all parking requirements for development within the designated Town Centre. • The remainder of the required parking shall be located behind the buildings fronting onto Town Centre Drive or east of the buildings within the Town Centre area. 11.3 Building design The following development standards apply to all buildings within the Town Center area. • All building elevations shall be 100 percent masonry except for doors, windows, roofs, patios, balconies, awnings, gutters, special decorative features and trim. Masonry shall mean brick, stone or stucco or such other similar quality material approved in writing by the Director of Planning. Stucco shall not comprise more than fifty (50) percent .of this exterior finish. • All buildings shall be permitted flat roofs only when the building contains segments with pitched roof lines that are part of an overall architectural design approved by the Director of Planning. Roofing materials for pitched roof sections shall be limited to tile or pre -finished, non -reflective metal or such other similar quality material approved in writing by the Director of Planning. • All exterior finishes and roofs shall be comprehensively designed and submitted to the Director of Planning for approval. 11.4 Upper story uses • Upper story uses may include second floor retail or restaurant uses. • Upper story uses may include studios for artist and craftsmen with galleries on the first floor. • Upper story offices are permitted without restriction. • No residential uses shall be permitted on any floor. 11.5 Building height • Building heights shall be limited to a maximum of three floors. 11.6 Street tree and landscaping requirements • Street trees shall be planted in the locations generally identified on Exhibit G attached hereto. These trees shall comply with the standards set forth in section 6.2 above, except that smaller tree species may be permitted by the Urban O:\W DOX\CORR\GNL\PUDS\TOW NCEN7\EXHIBIT \00020042.DOC/cdc 25. Forester for trees planted on Town Centre Drive. Street trees shall be all of the same species. • Median trees shall be planted in the median in the center of Town Centre Drive. These trees shall comply with the standards set forth in section 6.2 above. Median trees shall be all the same species or groupings of several species. Median trees need not be the same species as other street trees. • Street trees within the Town Centre shall be planted, in accordance with the provisions of Section 6.2 above, prior to the issuance of the first Certificate of Occupancy for any portion of the Town Centre. 11.7 Site Plan required A comprehensive site plan for each side of Town Centre Drive within the designated Town Centre shall be submitted to the Director of Planning, for his approval, prior to the issuance of a building permit for any portion of that side of the Town Centre. The site plan shall include the following: • A site plan showing the size and location of all buildings, parking, sidewalks, landscaping, loading areas, dumpster locations and signs, including areas within the Town Centre Drive right-of-way. • Elevations for all buildings including specifications for exterior building and roofing materials. • Sidewalk paving materials. • Landscaping location, plant size and species. 11.8 Phasing of Town Centre The Town Centre shall be constructed prior to the construction of the fifth pad site including the fuel center or the second phase of townhouse development, whichever occurs first. The Town Centre may be constructed in phases. O:\W DOX\CORR\GNL\PUDS\TOW NCENT\EXHIBIT\00020042.DOC/cdc 26. DEVELOPMENT PARCEL "1" OFFICE PARCEL 1. DEVELOPMENT STANDARDS: The Following Development Standards shall apply to all development on portions of the Property, which are identified as Development Parcel "1" on the Master Plan attached hereto as Exhibit "C". 2. PERMITTED USES: The following principal uses are permitted: Offices 3. OUTDOORS SALES & DISPLAYS Outdoor sales and displays are prohibited. 4. PROHIBITED BUILDING MATERIALS: 4.1 The following materials are prohibited on the exterior walls and roofs of all buildings and structures. • Asbestos • Mirrored Glass (reflectivity of 20% or more) 4.2 The following materials are prohibited on the exterior walls of all buildings and structures (this section does not apply to roofs, windows, doors and trim) : • Sheet metal, corrugated metal, and unfinished Aluminum • Galvanized Steel 4.3 Sheet metal may be approved, at the sole discretion of the Director of Planning, for other minor components such as awnings or special design features. 5. DESIGN STANDARDS: 5.1 All building elevations shall be 100 percent masonry except for doors, windows, roofs, patios, balconies, awnings, gutters, special decorative features and trim. Masonry shall mean brick, stone or stucco or such other similar quality material approved in writing by the Director of Planning. Stucco shall not comprise more than fifty (50) percent .of this exterior finish. O:\WDOX\CORK\GNL\PUDS\TOWNCENT\EXHIBI \00020042.DOC/cdc 27. 5.2 All buildings shall require pitched roofs, with a minimum 6/12 pitch, for a minimum distance of 15 feet inward from all sides of the building. Flat roofs may be permitted for the portions of the roof contained within the pitched roof sections provided they are sufficiently lower than the highest point of the pitched roof required to visually screen roof mounted mechanical equipment. All roof mounted mechanical elements must be visually screened from view from the public from a height that is five (5) feet above grade measured at the lot line of the site on which the building is located. Screening must be compatible with the building design. 5.3 Roofing materials for pitched roof sections shall be limited to tile or pre -finished, non - reflective metal or such other similar quality material approved in writing by the Director of Planning. 5.4 Any wall in excess of seventy-five (75') feet in length shall include off sets approved by the Director of Planning, to preclude a box design. 6. SERVICE & LOADING AREAS: 6.1 Screening Required: No dock high loading area is permitted unless such area is visually screened from public streets. 6.2 Delivery Vehicles: All delivery and utility vehicles parked on-site (other than when being actively loaded or unloaded) shall be parked within an area visually screened from public streets. 6.3 Service Areas: Service areas shall be visually screened from all public rights-of—way. Methods of screening may include walled entrances, evergreen landscaping, and depressed service areas. 6.4 Loading areas: All loading and service areas must be clearly signed. Loading spaces must be clearly denoted on the pavement and designed so as not to prohibit on-site vehicular circulation when occupied. Loading spaces will be located directly in front of or adjacent to a loading door. Loading areas must be designed to accommodate backing and maneuvering on-site, not from a public street. Regardless of orientation, loading doors may not be located closer than fifty feet (50') from a public street. This provision does not prevent the location of doors that provide common entry to a building from being used for minor deliveries and courier service by vehicles with six or less wheels. OAWDOX\CORR\GNL\PUDS\TOWNCENT\EXHIBIT\00020042.DOC/cdc 28. 6.5 Trash Storage Refuse storage enclosures are required for all buildings. Enclosures must be of sufficient height to visually screen all refuse containers, so as to provide visual screening of views from adjacent lots and public rights-of-way. All enclosures must be constructed of permanent materials (concrete, masonry, split face block, wood, etc.), which are compatible with the building it serves. Refuse storage areas must be designed to contain all refuse generated on- site between collections. Gates shall be required only if required to achieve the needed visual screening. 6.6 Ground Mounted Mechanical Equipment: All ground -mounted service equipment (e.g., air conditioners, transformers, trash collection equipment) related to each building shall be visually screened and landscaped. Large equipment shall be visually screened and landscaping shall be used to soften the visual appearance of the walls enclosing service areas. Service areas must be paved, and drained. 6.7 Roof Mounted Mechanical Equipment: All roof mounted mechanical elements must be visually screened from view from a height that is five (5) feet above grade measured at the lot line of the site on which the building is located. Screening must be compatible with the building design. 7. LANDSCAPING: 7.1 Landscape and sidewalk easement: A thirty-five foot (30') wide landscape easement shall be provided adjacent to A. W. Grimes Boulevard and Gattis School Road as generally identified on Exhibit "C". A twenty (20) foot wide landscape easement shall be provided along all other public streets. All areas located within these easements shall be used solely for the purpose of landscaping, and sidewalks, except for, driveways crossing the easement, lighting, monument signs, irrigation, entry features, underground utilities, meters, utility structures and equipment required to provide utilities to the Property. Surface drainage swales may be placed within these easements, provided they are approved by the Director of Planning as part of a comprehensive landscape plan. Drainage detention and water quality structures are prohibited in these easements. Landscaping within these easements shall be credited against street yard landscape requirements. O:\W DOX\CORR\GNL\PUDS\TOW NCENi\EXHIBI7\00020042.DOC/cdc 29. 7.2 Street Trees: Street trees shall be planted within the landscape easement adjacent to all public streets. Street trees shall be planted in compliance with the following criteria: • Street trees along Gattis School Road shall be large size tree species with a minimum caliper size of 3.5 inches planted no more than 40 feet apart. • Street trees along all other public streets may also include medium size tree species with a minimum caliper size of 2.5 inches planted no more than 30 feet apart; and small size tree species with a minimum caliper size of 1.5 inches planted no more than 20 feet apart. • Tree species size shall be determined by the Urban Forester. 7.2.1 Street Trees: Street trees shall be planted to avoid interference with streetlights, signage and other fixtures. 7.2.2 Street trees shall be planted at least eight feet (8) from edge of driveways. 7.2.3 Street trees shall be kept out of street intersection triangles at a minimum of 35 feet by 35 feet measured from the face of curb. 7.2.4 Street trees shall be planted a no less than 5 feet from underground utilities and 15 feet from overhead lines. 7.2.5 Street trees shall be planted no less than 5 feet from fire hydrants. 7.2.6 Street trees shall be planted no less than 4 feet from the back of curb. 7.2.7 Caliper size, height, measurement and other specifications shall be as specified in American Standards for nursery stock (ANSI260.1) 7.2.8 Planting Plan: The Owner shall submit a street tree planting plan with the submittal of construction plans for the first phase of development on Development Parcel 1 identified on Exhibit C. 7.2.9 Street trees shall be irrigated by a permanent automatic irrigation system constructed to City standards by the Owner 7.2.10 Street trees and their associated irrigation system, along Gattis School Road, shall be planted and inspected prior to the issuance of the first Certificate of Occupancy for any development on Development Parcel 1 identified on Exhibit C. O:\W DOX\CORR\GNL\PUDS\TO W NCENT\EXHI BIT\00020042.DOC/cdc 30. 7.2.11 Street trees and their associated irrigation system, along Joyce Lane, shall be planted and inspected as part of the street construction of Joyce Lane prior to street improvements being accepted by the City. 7.2.12 A fiscal maintenance guarantee shall be provided by the Owner, which provides for replacement of street trees and repair of irrigation systems for a period of two years. The Urban Forester shall have the authority to identify all trees or other plant materials, which require replacement. The fiscal guarantee shall be extended for one year for plants that are replaced. 7.2.13 A Property Owners Association (POA) shall be established, funded and assigned the responsibility for ongoing maintenance, repair and replacement of both street trees and irrigation. Irrigation shall be paid for by the POA. 7.3 Open Space: All parcels for which a building permit and a Certificate of Occupancy have been issued and which do not contain buildings, structures, parking lots, sidewalks, fountains, site furniture or other improvements, including, but not limited to, front, side and rear building set back areas, and all areas between the curb line and the property line, must be planted, landscaped, and maintained in good condition. The landscape planting must provide for easy maintenance. Utility easements will be landscaped consistent with other landscape areas where allowed by the respective utility company. All such landscaped areas not planted in groundcover or shrub beds will be planted in grasses, preferably sod. Over seeding in fall with cool season native grasses is allowed. The area located within the 25 -year flood plain may be seeded for grass without requiring additional plant materials 7.4 Rights of Way: Areas within public road rights-of-way must be landscaped and irrigated only in accordance with a license agreement with the City. 7.5 Irrigation: An underground, automatic irrigation system must be installed in all landscaped areas other than areas approved by the Director of Planning for plant materials that do not normally require irrigation. Sprinkler heads must be located to effectively water the landscaped areas with minimal spray onto roadways, parking areas and walkways. All irrigation systems shall be inspected and approved prior to the issuance of a certificate of occupancy for the building for which the landscaping is required. O:\W DOX\CORR\GNL\PUDS\TOW NCEN7\EXHIBR\00020042.DOC/cdc 31. 7.6 Parking Areas: In all vehicular use areas and parking areas, landscaped strips, islands, peninsulas, medians, or other landscaped areas shall be provided in accordance with the requirements of the Code at the time that a Building Permit is issued. 8. UTILITY LINES: All utility service lines must be underground to connection points provided by the utility service provider. All transformers must be visually screened. 9. DESIGN STANDARDS: 9.1 Height: The maximum height of buildings on the property shall be 2 floors. 9.2 Building Setbacks: 9.2.1 Minimum building setbacks from all public streets, identified on Exhibit "C" shall be, thirty (30') feet. 9.2.2 Minimum building setbacks from all internal property lines shall be twenty-five feet (25'). However, this may be reduced to fifteen feet (15') when a joint -access fire lane with the abutting property is approved by the Fire Marshall . 9.3 Phased Development: When development is phased on the Property and such phasing is designed to be part of a single development, setback requirements will not apply between development phases, unless access to any such development phase is provided directly from a public street, in which case the street yard setback shall apply to the frontage on such street. 10. DRIVEWAY THROAT LENGTH All driveways that access Gattis School Road shall provide a minimum driveway throat of 100 feet. No parking spaces or internal access drives shall intersect with access driveways within this 100- foot throat. Throat length shall be measured from the property line along the street right of way. 11. PARKING LOT LIGHTING All light fixtures shall be shielded or hooded so that light is directed downward to minimize excessive glare and sky glow pollution. Light standards shall be metal poles. \WDOX\CORK\GNLTUDS\TOWNCENi\EXHIBIT \00020042.DOC/cdc 32. DEVELOPMENT PARCEL "4" SINGLE FAMILY RESIDENTIAL PARCEL 1. DEVELOPMENT STANDARDS: The purpose of the following development standards is to provide for quality single-family residential development on with standard sized homes on small lots with reduced yard areas. The housing product placed on these lots will be required to provide designs that reflect a unique character and provide a varied streetscape. Development Parcel "4", as generally identified on Exhibit "C", shall be developed for Single family Residential uses as permitted in the City of Round Rock SF -2 Zoning District. Development standards for this development shall be those contained in the SF -2 Zoning District with the following exception. 1.1 Minimum Lot area shall be 5000 square feet. 1.2 Maximum height shall be thirty-five (35) feet. 1.3 All homes shall contain a two -car garage. 1.4 Maximum building site coverage 2750 square feet. (includes all areas under roof). 1.5 Minimum building setbacks: • Street Yards - Street yard setbacks shall be varied from 10 feet to 20 feet, provided that in all cases the face of a garage door shall have a minimum setback of 22 feet. Additionally the face of the garage door shall be setback five or more feet from the front wall of the house. • Rear Yards - 10 feet • Side Yards - 5 feet 1.6 The exterior finish of all homes shall be seventy (70) percent stone, brick or cultured stone. Additionally One -hundred (100) percent of the all elevations that front a public street shall be stone, brick or cultured stone. Windows, doors, trim and gables above garages are exempted from this requirement. O:\W DOX\CORK\GNL\PUDS\TOWNCENT\EXHIBIT\00020042.DOC/cdc 33. 1.7 All homes shall contain a minimum of sixteen -hundred (1,600) square feet. The calculation of minimum square footage shall include only areas served by central air conditioning. 2. STREET TREES: Street trees shall be planted within a 52 foot wide right of way in accordance with the sketch attached hereto as Exhibit D-2. Street trees shall be planted in accordance with the following standards: 2.1 Street trees shall be planted to avoid interference with streetlights, signage and other fixtures. 2.2 Street trees shall be planted at least five feet (5') from edge of driveways. 2.3 Street trees shall be kept out of street intersection triangles at a minimum of 35 feet by 35 feet measured from the face of curb. 2.4 Size and spacing of street trees shall meet the following criteria: • Small size trees shall be spaced no more than 20 feet apart with a minimum caliper size of 1.5 inches. • Medium size trees shall be spaced no more than 30 feet apart with a minimum caliper size of 2.5 inches. • Urban Forester shall classify tree species as Small, Medium or Large. 2.5 Street trees shall be planted a no less than 5 feet from underground utilities and 15 feet from overhead lines. 2.6 Street trees shall be planted no less than 5 feet from fire hydrants. 2.7 Street trees shall be planted no less than 4 feet from the back of curb. 2.8 Caliper size, height, measurement and other specifications shall be as specified in American Standards for nursery stock (ANSI260.1) 2.9 Planting Plan: The Owner shall submit a street tree planting plan in conjunction with the submittal of construction plans for each final plat. 2.10 Street trees shall be irrigated by a pet" "anent irrigation system constructed on each lot by the home builder. O:\W DOX\CORR\GNL\PUDS\TOW N CEN`[\EXH I BCI\00020042. DOC/cdc 34. 2.11 Street trees for each lot and their associated irrigation system shall be planted and inspected prior to the issuance of a Certificate of Occupancy for each individual home. 2.12 Property Owners Association (POA) shall be established, funded and assigned the responsibility to ensure the ongoing maintenance, repair and replacement of both street trees and the cost of irrigation. The POA shall be provided an easement on each lot to accommodate access to the irrigation system for each lot and shall have the authority to enter onto each lot to turn on irrigation to street trees. 2.13 A maintenance agreement shall be provided to the City by the POA, which provides for replacement of trees and repair of irrigation systems for a period of two years. O:\W DOX\CORR\GNL\PUDS\TOW NCENT\EXHIBIT\00020042.DOC/cdc 35. ....-..N.N. -%. .... * ... * . .0. .. NI .... .* t— oo 'T.• I 0 0° tu 1 /-- -3 ,o. ------.."(-± l(f-j 1 tsi >-- I— S teLy....• 2o kt * 4c* • 1 --- Li 4 ?L, rJDo p4 o L1-1 (:) < Pz Ft Z 0 F, „L. 0 0 0 0 . 0 c•▪ I 0 \-Dt. ‘10 „op Page 1 of 2 Pages Exhibit D-l,,Page 2 of 2 Pages co D 4 Flle Name:\PROJECTS\A023\007\EXHIBRS\DRNG DCHIBIr.DWG G4771S SCHOOL RD. \\ -7 _ a v A i \\ EXHIBIT LEGEND - - PROPOSED TRA/L AL/GN — 100 -YR FLOOD PLA/N --•-•-•-•- 25 -YR FLOOD PLA/N *.• i • *• TIMOTHY J. MOLTZ s IIP 9''• 77901•5 Gi• PROVIDENT REALTY ADVISORS INC. RANDALL'S TOWN CENTRE DEVELOPMENT • •* * d, TRAIL PATH EXHIBIT "E" ''-' J JONES & CARTER, INC. , Consulting Engineers 512 East Riverside Dr., Suite 202 512/441-9493 Austin, Texas 78704-1358 Far 512/445-2288 Exhibit "E" Job No. A023-001 Dote 11/20/01 2.62 Acre Right -of -Way ASA Thomas Survey, A-609 Williamson County, Texas FN 2127R (TWH) May 8; 2001 SAM, Inc. Job No: 99105-20 DESCRIPTION OF A 2.62 ACRE TRACT OF LAND LOCATED. IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A•PORTION OF A CALLED 105.508 ACRE TRACT OF LAND .(TRACT 1) AND A CALLED 8.1417 ACRE TRACT OF LAND (TRACT 3) BOTH DESCRIBED IN THE DEED TO TODAY PRA NICKERSON, L.P., AS RECORDED IN DOCUMENT NO. 2000049743 OF THE OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS, SAID 2.62 ACRE TRACT OF LAND AS SHOWN ON THE ACCOMPANYING SKETCH AND BEING MORE PARTICULARLY DESCRIBED By METES AND BOUNDS AS FOLLOWS: BEGINNING at a concrete monument set in the west line of the remainder of a called 5.00 acre tract of land described in the deed to Vernon L. Jakub and wife, Janeth M. Jakub as recorded in Volume 844, Page 9I2 of the Deed Records Williamson County, Texas, same being the east line of said Tract 1, for the southeast corner of the tract described herein, from which a 1/2 -inch iron rod found for the southeast corner of said Tract 1 bears S 21' 00' 10" E, a distance of 1752.09 feet; THENCE crossing said Tract 1 and said Tract 3, the following seven (7) courses and distances: 1. S 88° 07' 39" W, a distance of 818.96 feet to a concrete monument set for a point of curvature, 2. with the arc of a curve to the right a distance of 195.27 feet through a central angle of 01° 56' 55", having a radius of 5741.58 feet, an.d whose chord bears S 89° 06' 03" W, a distance of 195.26 feet to a concrete monument set for a point of tangency, 3. N 89° 55' 29" W, a distance of I82.69 feet to a concrete monument set for an angle point, 4. S 88° 18' 34" W, a distance of 919.46 feet to a concrete monument set for an angle point. 5. S 56° 25' 17" W, a distance of 64.32 feet to a concrete monument set for an an_Ie point, 6. S 42° 56' 03" W, a distance of 50.00 feet to a concrete monument set for an angle point, and 7. 5 29° 26' 50" W, a distance of 64.32 feet to a concrete monument set in the proposed east Right -of -Way (ROW) line of Arterial B for the southwest corner of the tract described herein, from which a concrete monument found for a point of curvature in said proposed ROW line bears S 02° 26' 27" a distance of 85.11 feet; THENCE crossing said Tract 3, with said proposed ROW line, N 02° 26' 27" \V, a distance of 132.97 feet to a concrete monument found for an angle point; THENCE crossing said Tract 3 and said Tract 1, with said proposed ROW line, N 53'33. 53" E, a distance of 67.40 feet to a concrete monument found in the south ROW line of Gattis School Road (a varying width ROW) for the northwest corner of the tract described herein, from which a concrete monument found in the proposed west ROW litre of Arterial B bears, S 88° 01' 05" W, a distance of 224.46 feet; Page 1 of 3 2.62 Acre Right -of• Way ASA Thomas Survey, A-609 Williamson County, Texas FN 2127R (TWH) May 8, 2001. SAM. Inc. Job No. 99105-20 THENCE with said south ROW line, same being the north tines of said Tract 1 the following two (2) courses and distances: 1. N 88° 01' 05" E, a distance of 1037.03 feet to a 112 -inch iron rod found for an angle point, and 2. N 89° 20' 08" E, a distance of 1135.66 feet to a 1/2 -inch iron rod found for the north common corner of said 5.00 acre tract and said Tract 1; THENCE with the common line of said 5.00 acre tract and said Tract 1, S 21° 00' 10" E, a distance of 39.66 feet to the POINT OF BEGINNING, and containing 2.62 acres of land, more or less. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS COUNTY OF WILLI.AMSON KNOW ALL MEN BY THESE PRESENTS: That 1, Keith A. Jimenez, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during March 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 9th day of May 2001 A.D. SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy., So. Suite 125 Austin, Texas 78704 �P�•F,U15�£IZF�:r KEITH A. JIME iEZ Kctith A. Jimenez .st egistered Profes . 1 Land No. 4329 - State of exas fc'; 4329 SUW\iF' Page2of3 MAY, 2001 ASA THOMAS SURVEY A•609 WILLIAMSON COUNTY, TEXAS SCALE 1"•200' 0 100. 200 DETAIL NOT TO SCALE .:1 A-01° 5615511 R-5741,58' T•97.65' L -195.27' C8 -S89° 06'03"W C-195.26' S21' 00'10"E 39.66' L2 556` 25'17"W 64.32' TODAY PRA HICKERSON, L.P. (TRACT 3) CALLED 8.1417 ACRES DOC. NO. 2000049743 O,P,R.W.C.TX. ,31 4 :°g 1ra � ryr. ry Fl' L66 C • :.� Q3 L3 S42* 56'03"W 50.00' S29° 26'50"W 64.32' L5 NO2' 26127"W 132.97' 1.6 N53' 33'53"E 67.40' 0 VERNON L. JAKU8 AND wtFE, JANETH M. JAKUB REMAINDER OF A CALLED 5.00 ACRE TRACT VOL. 844, PG. 912 D.R.W,C.TX. 4). . -rV• 431 LEGEND CONCRETE MONUIENT SET CONCRETE uoNUuENT FOUND 60 D NAL FOUND '/ RON ROD SET W/CAP tPOM ROD FOUND LNLZSS NOTED RECORD INFORUATION PONT Of EIEGN'NG PONT OF COhINCNCINC )RON ROD FOL.. RON PPQ FOUND OFTicuL RECORDS -w .iM.SSON COUNTY, TEXAS OJS.7.CTz. OFFICIAL RECO:FS WLLIAAISON COUNTY, TEXAS 6.R■ CT,. CORDlS COUNTY, TeXAS DEED R£ 11 p,R*.T:. PLAT RECORDS WLUAUSON COLNTY, TEXAS WLLtMfSD ( C NOTES: BEARINGS AND COORDINATES ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEMA, NAD 83. CENTRAL ZONE AND ADJUSTED TO SURFACE USING A SURFACE ADJUSTMENT FACTOR OF 1.00012, AS PROVIDED BY DOUG ANDERSON, RPLS, SURVCON, INC. DETAILS ARE NOT DRAWN TO SCALE. 1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND THIS PLATN SETRUE AND DIRECTIONAND TO THE SUPERVISIONTHAT BEST MY OF KNOWLEDGE AND BELIEF. L2 L3 , L4 SEE DETAIL A SLRTETwg.xEalAt MAPPNG•6NEERI`%G KEITH A. JIMENEZ REGISTERED PIROFESSIbNAL LA . URVEYOR NO. 4329. STATE 0 EXAS DATE 4029 Capital es Taxa. Highway, So. 1R4. B1odta Oakz Protesslonal Plaza, Suite 125 Au:tin, Tex8a 78704 (517) 447-0875 Fax: (512) 325-30229 RIGHT-OF-WAY PLAT SHOWING PROPERTY OF TODAY PRA HICKERSCN, L.P. PAGE 3 OF 3 REF. FIE�_u NOTE NC. 21278 0.74 Acre Right -of -Way ASA Thomas Survey, A-609 Williamson County, Texas FN2125R(TWH) May 8, 2001 SAM, Inc. Job No. 99105-20 DESCRIPTION OF A 0.74 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 20.356 ACRE TRACT OF LAND (TRACT 2) DESCRIBED IN THE DEED TO TODAY PRA HICKERSON, L.P., AS RECORDED IN DOCUMENT NO. 2000049743 OF THE OFFICIAL PUBLIC RECORDS WILLIAIvMSON COUNTY, TEXAS, SAID 0.74 ACRE TRACT OF LAND AS 'SHOWN ON THE ACCOMPANYING SKETCH AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 -inch iron rod with a plastic cap set in the common line of a called 4.7956 acre tract of land described in the deed to Grace Presbyterian Church, as recorded in Document No. 199940052 of the Official Records Williamson County, Texas and said Tract 2 for the southwest comer of the tract described herein, from which a I/2 - inch iron rod found for the southwest corner of said Tract 2 bears S 19' 44' 42" E, a distance of 2064.28 feet; THENCE with said common line, N 19°44' 42" W, a distance of 50.53 feet to a 112 -inch iron rod found in the south Right -of -Way (ROW) line of Gattis School Road (a varying width ROW) same being the north common corner of said 4.7956 acre tract and said Tract 2, and for the northwest corner of the tract described herein: THENCE with the south ROW line of Gattis School Road, same being the north line of said Tract 2, the following two (2) courses and distances: !. N 88° 40' 05" E, a distance of 498.54 feet to a 1/2 -inch iron rod found for an angle point, and 2. N 88° 01' 05" E, a distance of 49.69 feet to a concrete monument found in the proposed west ROW line of Arterial B for the northeast corner of the tract described herein, from which a concrete monument found in the proposed east ROW line of Arterial B bears with the south ROW line of Gattis School Road, N 88° 01' 05" E, a distance of 224.46 feet; THENCE crossing said Tract 2 with said proposed ROW line the following two (2) courses and distances: 1. S 48° 34' 20" E, a distance of 67.37 feet to a concrete monument found, and 2. S 02° 26' 27" E, a distance of 121.10 feet to a concrete monument set for the southeast corner of the tract described herein, from which a concrete monument found for a point of curvature in said proposed ROW line bears, S 02° 26' 27" E, a distance of 89.77 feet; Page 1 of 3 1 0.74 Acre Right -of -Way ASA Thomas Survey, A-609 Williamson County, Texas FN 212SR (TWH). May 8, 2001 SAM, Inc. Job No. 99105-20 THENCE leaving said proposed ROW line and crossing said Tract 2 the following five (5) courses and distances: 1. N 33°21' 29" W, a distance of 63.30 feet to a concrete monument set for an angle point, 2. N 47" 03' 57" W, a distance of 50,00 feet to a concrete monument set for an angle point, 3. N 60° 46' 25" W, a distance of 63.30 feet to a concrete monument set for an angle point, 4. S 88° 18' 34" W, a distance of 424.28 feet to a concrete monument set for a point of curvature, and S. with the arc of a curve to the right a distance of 35.93 feet through a central angle of OP ° 25' 31", having a radius of 1444.39 feet, and whose chord bears S 89° 01' 18" W, a distance of 35.93 feet to the POINT OF BEGINNING, and containing 0.74 acre of land, more or Less. Bearing Basis:, Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS COUNTY OF WILLIAMSON KNOW ALL MEN BY THESE PRESENTS: That I, Keith A. Jimenez, a Registered Professional Land Surveyor, .do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during March 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 9th day of May 2001 A.D. SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy., So, Suite 125- Austin, 25 .Austin, Texas 78704 KEITH A. JIMENEZ th A. Jimen egistered Pr fe _lona o. 4329 - State of Texas 4329 � °:;ESSioN. o' Page 2 of 3 eyor 4 0.74 Acre Right -of -Way ASA Thomas Survey, A-609 Williamson County, Texas FN 2125R (TWH) May 8, 2001 SAM, Inc. Job No. 99105-20 THENCE leaving said proposed ROW line and crossing said Tract 2 the following five (5) courses and distances: I . N 33° 21' 29" W, a distance of 63.30 feet to a concrete monument set for an angle point, 2. N 47° 03' 57" W, a distance of 50.00 feet to a concrete monument set for an angle point, 3. N 60°46' 25" W, a distance of 63.30 feet to a concrete monument set for an angle point, 4. S 88° 18' 34" W, a distance of 424.28 feet to a concrete monument set for a point of curvature, and 5_ with the arc of a curve to the right a distance of 35.93 feet through a central angle of 01'25' 31", having a radius of 1444.39 feet, and whose chord bears S 89° 01' 18" W, a distance of 35.93 feet to the POINT OF BEGINNING, and containing 0.74 acre of land, more or less. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STA 1E OF TEXAS COUNTY OF WILLIAMSON KNOW ALL MEN BY THESE PRESENTS: That 1, Keith A. Jimenez, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during March 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 9th day of May 2001 A.D. SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy., So. Suite 125 Austin, Texas 78704 KEITH A. J1MENE 'th A. Jimen egistered Prf. fe _iona o. 4329 - State of Texas Page 2 of 3 eyor MAY, 2001 ASA THOMAS SURVEY A-609 WILLIAMSON COUNTY, TEXAS SCALE 1"•100" 0 50 100 C1 A-01' 25'31" R•1444.39 T.17.97 L•35.93 CB -589°01'18"W C•35.93 GRACE PRESBYTERIAN CHURCH CALLED 4.7956 ACRES DOC. NO. 199940052 O.R.W.C,TX. / TODAY PRA NICKERSON, L,P. (TRACT 2) CALLED 20.356 ACRES DOC, No. 2000049743 0,P.R.W,C,TX. ASA THOMAS SURVEY A-609 LEGEND []• CONCRETE MONUMENT FOUND []o CONCRETE MDNuuENT SET • SO Co NAIL. FOUND '/ WON ROD SET WV/CAP UNLESS NOTED RVe O ,Rao uA iO W�6.E5S NOTED t ,Ec 9.oa PONT OF DEGNNNC p.o.e. POINT OF COMMENCING lir IRON ROD FOUND rr WON PIPE POUND GJ.R.w.CTs. OFFICIAL PUDLIC RECORDS «LU MSON COUNTY, TEXAS orrtocAL RQccRDs wl.LcAmsoN town, TEXAS p*.v.C.T.. PLAT RECORDS WILLIAMSON COUNTY, TEXAS u..w.C.T.. DEED RECORDS wLLANSON COUNTY, TEXAS NOTES; BEARINGS AND COORDINATES ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE AND ADJUSTED TO SURFACE USING A SURFACE ADJUSTMENT FACTOR OF 1,00012. AS PROVIDED BY DOUG ANDERSON, RPLS, SURVCON, INC. DETAILS ARE NOT DRAWN 10 SCALE. HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROTHIS UP ATN ISTRUEANO CORRECTD TOTHEISiON BEST AND AT MY DIRECTION F MY KNOWLEDGE AND BELIEF. KEITH A. JIMENEZ REGISTERED PROFESS IaN LAND • 'EYOR NO. 4329. STATE OF AS 5/9/0 DATE :pic. CapitalofYHi!FliY. Sa. groe a Oak: PrOtessbnal PE u3. Sults 125 rwsnn. Tues 76704 (5121 447-0575 SSURVEYING+AEPIAL 1A AP IN-ENGINEERow, Fax (5121 326-3M5 N60* 46'25"W , 63.30' ---` N47° 03'57"W l N33° 21'29"W 63.30' --::-.. •" ° 0 o'y 'S S026'27"E 89.77. cn?° 26'27"E �� A. .I 121.10' L-`' o� 0 CV co, N ARTERIAL - WAY KEITH A. JIMENEZ 4329 °Q�S►a��o¢� su�. SCHOOL ROAD RIGHT-OF-WAY PLAT SHOWING PROPERTY OF TODAY PRA HICKERSON, L..P. PACE 3 OF 3 REF. FIELD NOTE NO. 2125R. DATE: January 17, 2002 SUBJECT: City Council Meeting — January 24, 2002 ITEM: 8.B.1. Consider an ordinance rezoning 105.31 acres of land, more or less, out of the Asa Thomas Survey, A-609, in Round Rock, Williamson County, Texas from Planned Unit Development (PUD) District Nos. 36 and 37 to Planned Unit Development (PUD) District No. 56. (Second Reading) Resource: Joe Vining, Planning Director History: This tract contains portions of Planned Unit Development (PUD) No. 36 and No. 37. These PUD's were approved on March 25, 1999. The Council gave approval to the first reading with amendments on January 10, 2002. The amended PUD includes the following: 1) All apartments have been eliminated and replaced with Townhomes, with additional options for commercial, senior living and single family. 2) Minor corrections and clarifying language. Funding: N/A Cost: N/A Source of funds: N/A Outside Resources: Leon J. Backes, TODAY PRA Hickerson, L.P. Impact: Fire and Police Benefit: Increase in commercial and townhome development and ac Public Comment: Public Notice and a public hearing were held in Zoning Ordinance. Sponsor: Planning and Community Development Department companied tax revenue. accordance with the City's 2002035296 104 F 6 THE STATE OF TEXAS COUNTY OF WILLIAMSON CITY OF ROUND ROCK I, CHRISTINE R. MARTINEZ, 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 and that the above and foregoing is a true and correct copy of Ordinance No. Z -02-01- 24-8B1. This ordinance was approved and adopted by the City Council of the City of Round Rock, Texas, at two meetings which were held on the 10th day of January, 2002 and the 24th day of January 2002 and recorded in the minutes of the City of Round Rock Book 46. CERTIFIED by my hand and seal of the City of Round Rock, Texas on this 8th day of May 2002. CHRISTINE R. MARTINEZ, City Secretary ORDINANCE NO. Z. - o 2 - O/ 'cr) L- 861 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 105.31 ACRES OF LAND IN ROUND ROCK, WILLIAMSON COUNTY, TEXAS PLANNED UNIT DEVELOPMENT (PUD) DISTRICT NO. 56. WHEREAS, an application has been made to the City Council of the City of Round Rock, Texas to amend the Official Zoning Map to zone the property described in Exhibit "1", attached hereto and incorporated herein, as District Planned Unit Development (PUD) No. 56, said Exhibit being attached hereto and incorporated herein, 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 28th of November, 2001, 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 PUD No. 56 be amended as shown herein, and WHEREAS, on the 20th day of December, 2001, after proper notification, the City Council held a public hearing on the requested amendment, and .:ODMA\WORLDOX\O:\WDOX\ORDINANC\020124B1.WPD/cdc 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, 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 COUNCIL OF THE CITY OF ROUND ROCK, TEXAS: I. That the City Council has hereby determined the Planned Unit Development (PUD) No. 56 meets the following goals and objectives: (1) The development in PUD No. 56 is equal to or superior to development that would occur under the standard ordinance requirements. (2) P.U.D. No. 56 is in harmony with the general purposes, goals, objectives and standards of the General Plan. (3) P.U.D. No. 56 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. 56 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. 56 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. H. That the Official Zoning Map adopted in Section 11.305(2), Code of Ordinances (1995 Edition), City of Round Rock, Texas is hereby amended so that the zoning classification of the property described in Exhibit "1", attached hereto and incorporated herein shall be, and is hereafter designated as District Planned Unit Development (PUD) No. 56, and that the Mayor is hereby authorized and directed to enter into the Agreement and Development Plan for PUD No. 56 attached hereto as Exhibit "2", 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 Ordinance was adopted was posted and that such meeting was open to the public as required by law at all times during which 3. this Ordinance 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. 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 day of , 2001. Alternative 2. Uv READ and APPROVED on first reading this the 1� day of 96fillkajUT Eye'' 200% READ, APPROVED and ADOPTED on second reading this the (11 -day of -� , 20 ATTEST: 0JUU1±JkQJI€. Rl .f R • . STL 4 KA, JR. ayor City of Round Rock, Texas CHRISTINE R. MARTINEZ, City Secretar 4. LIST OF EXHIBITS ORDINANCE Exhibit Description Exhibit "1" Field Notes Exhibit "2" Development Agreement @::ODMAJWORLDOX/OlW DOX/CORK/GNLPUDS/TOWNCENT/00018528.WPD/kg 105.31 Acres P.U.D. Tract FN2288R(CMS) Asa Thomas Survey A-609 January 7, 2002 Williamson County, Texas SAM, Inc. Job No. 22005-01 DESCRIPTION OF A 105.31 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, A PORTION OF THAT CALLED 10.30 ACRE TRACT DESCRIBED IN THE POSSESSIO N AND USE AGREEMENT FOR TRANSPORTATION PURPOSES, AND DEDICATED AS A.W. GRIMES BOULEVARD, EXECUTED MAY 31, 2001 AND RECORDED UNDER DOCUMENT NUMBER 2001038661, BOTH -OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS;. SAID 105.31 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BYMETESAND BOUNDS AS FOLLOWS: COMMENCING for reference at a 112 -inch iron rod found on the south right-of-way line for Gattis School Road (width varies), being the northwest cdrner of a called 5.000 acre tract of land described in the deed to Vernon L. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, also being the northeast corner of a proposed 2.62 acre tract of land for additional right-of-way purposes and. the northeast corner of said 105.608 acre tract, and from which point a '/-inch iron .rod found for the southeast corner of said 105.508 acre tract bears S 21" 00' 10" E, a distance of 1988.95 feet; THENCE S 21° 00' 10" E, with the west line of said 5.000 acre tract, being the east line of said 2.62 acre tract, a distance of 39.66 feet to a concrete monument with brass disk found for the southeast corner of said 2.62 acre tract, being the northeast corner and POINT OF BEGINNING of the tract described herein; THENCE S 21° 00' 10" E, continuing with the west line of said 5.000 acre tract, the west line of Revised Interchange Business Park Section One, a plat of record filed in Cabinet J, Slides 24-25, Plat Records of Williamson County, Texas, and the west line of A Replat Of Interchange Business Park Section 2, a plat of record filed in Cabinet N, Slides 196-199, Plat Records of Williamson County, Texas, a distance of 1752.09 feet to a %-inch iron rod found for the southeast corner of said 105.508 acre tract, being the northeast corner of Lot 2, Block A, Dupont Subdivision as recorded in Cabinet 0, Slide 102-103 of the Plat Records of Williamson County, Texas; THENCE S 71° 45' 44" W, with the north line of said Lot 2 Dupont Subdivision same being a south line of said 105.508 acre tract passing at a distance of 1082.24 feet a %-inch iron rod found for an ell corner of said 105.508 acre tract, same being the northwest corner of said Lot 2 and the northeast corner of a proposed 0.55 acre tract, continuing for a total distance of 1084.76 feet to a '/-inch iron rod with cap set for a point of curvature; THENCE continuing across said 105.508 acre tract, with the northerly lines of said 0.55 acre tract, -the following three (1) courses and distances: 1. with the arc of a curve to the left, a distance of 39.74 feet through a central angle of 06° 09' 14", having a radius of 370.00 feet and a chord which bears S 55° 44' 49" W, a distance of 39.72 feet to a 'A -inch iron rod set for a point of tangency, 2. S 52° 40' 11" W, a distance of 36.39 feet to a '/-inch iron rod with cap set for a point of curvature, and 3. with the arc of a curve to the left, a distance of 22.71 feet through a central angle of 86° 44' 22", having a radius of 15.00 feet and a chord which bears S 09° 18' 00" W, a distance of 20.60 feet to a %-inch iron rod set for a point of reverse curvature on the easterly right-of-way line of said A.W. Grimes Boulevard; EXHIBIT Page 1 of 4 105-31 Acres P.U.D. Tract FN2288R(CMS) Asa Thomas Survey A-609 January 7, 2002 Williamson County, Texas SAM, inc. Job No. 22005-01 THENCE with the curving easterly right-of-way line of said A.W. Grimes Boulevard, being the westerly line of said 0.55 acre tract, to the right, a distance of 303.15 feet through a central angle of 22° 22' 38", having a radius of 776.20 feet and a chord which bears S 22° 52' 52" E, a distance of 301.23 feet to a '%2 -inch iron rod with cap set for the southwest corner of said 0.55 acre tract, and being a southerly angle point of the tract described herein; THENCE N 78° 20' 00" E, with the south line of said 0.55 acre tract, a distance of 75.06 feet to a '/-inch iron rod with cap set onthe west line of said DuPont Subdivision, being a southeasterly Zine of said 105.508 acre tract, said point being the southeast corner of said 0.55 acre tract and a southerly angle point of the tract described herein; THENCE S 200 35' 01" E, with the west tine of said Dupont Subdivision, being a southeasterly line of said 105.508 acre tract and the tract described herein, a distance of 856.47 feet to a 1A -inch iron rod found for the northeast corner of Lot 2, Block A, George Subdivision, a plat recorded under Document Number 9735546 and filed in Cabinet 0, Slides 338-339, Plat Records of Williamson County, Texas; THENCE S 690 10' 15" W, leaving.,Ebe west line of said DuPont Subdivision, with the north line of said George Subdivision, being the south line of said 105.508 acre tract and the tract described herein, passing at a distance of 358.78 feet a %-inch iron rod with cap found on the easterly right-of-way line of said A.W. Grimes Boulevard, said point being the most southerly southeast corner of said 10.30 acre tract, continuing a distance of 60.46 feet for a total distance of 419.24 to a calculated point for the southerly terminus of the centerline of said A.W. Grimes Boulevard, and from which point a '/--inch iron rod with cap found for the most southerly southwest corner of said 10.30 acre tract bears S 69° 10' 150W, a distance of 9.58 feet THENCE leaving the north line of said George Subdivision, with the centerline of said A.W. Grimes Boulevard, the following seven (7) courses and distances: 1. with the arc of a curve to the right, a distance of 404.11 feet through a central angle of 16" 09' 51", having a radius of 1432.39 feet and a chord which bears N 05° 50' 07" W, a distance of 402.77 feet to a calculated point of tangency, 2. N 02° 14' 49" E, a distance of 349.90 feet to a calculated point of curvature, 3. with the arc of a curve to the left, a distance of 1105.46 feet through a central angle of 88" 26' 12", having a radius of • 716.20 feet and a chord which bears N 41° 58' 17" W, a distance of 998.94 feet to a calculated point of tangency, 4. N 866 11' 23" W, a distance of 237.30 feet to a calculated point of curvature, 5. with the arc of a curve to the right, a distance of 1018.89 feet through a central angle of 66° 13' 40", having a radius of 881.47 feet and a chord which bears N 53° 04' 33" W, a distance of 963.11 feet to a calculated point of tangency, 6. N 19° 57' 42" W, a distance of 288.04 feet to a calculated point of curvature, and 7. with the arc of a curve to the right, a distance of 625.84 feet through a central angle of 170 12' 39", having a radius of 2083.48 feet and a chord which bears N 11° 21' 23" W, a distance of 623.49 feet to a calculated angle point; Page 2 of 4 105.31 Acres P.U.D. Tract FN2288R(CMS) Asa Thomas Survey A-609 January 7, 2002 Williamson County, Texas SAM, Inc. Job No. 22005-01 THENCE N 29° 26' 50" E, passing at a distance of 113.52 feet a concrete monument with brass disk found on the easterly right-of-way line of said A.W. Grimes Boulevard, being a westerly line of said 105.508 acre tract, said point being the most westerly southwest corner of said 2.62 acre tractcontinuing 64.32 feet for a total distance of 177.84 feet to a concrete monument with brass disk found for an angle point; THENCE with southerly lines of said 2.62 acre tract, being northerly lines of the tract described herein, the following six (6) courses and distances: 1. N 42° 56' 03" E, a distance of 50.00 feet to a concrete monument with brass disk found for an angle point, 2. N 56° 25' 17" E, a distance.of 64,32 feet to a concrete monument with brass disk found for an angle point, 3. N 88" 18' 34" E, a distance of 919.46 feet to a concrete .monument with brass disk found for an angle point,, 4: S 89° 55' 29" E, a distance of 182.89- feet to a concrete monument with brass disk found fora point of curvature, 5. with the arc of a curve to the left, a distance of 195.27 feet through a central angle of 01° 56' 55", having a radius of 5741.58 feet and a chord which bears N 89° 06' 03" E, a distance of 195.26 feet to a concrete monument with brass disk found for a point of tangency, and 6. N 88° 07' 39" E, a distance of 818.96 feet to the POINT OF BEGINNING and containing 105.31 acres of land, more or less. Bearing Basis: Bearings are based on theTexas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON That 1, Paul C. Sauve, Jr., a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best. of my knowledge and belief and that the property described herein was determined by a survey made on the ground during October 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this t - 8t day of J ary 20A.D. SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy. So, Suite 125 Austin, Texas 78704 Sa d Profession 8 - State of Texas Page 3 of 4 and Surveyor N56'25'17"E N42'56'057 4.32 30:00 N29'26'50"E MCC 177:134' u A lA rf BLOCK C a DLOCX D GATTIS SCHOOL ROAD (RO.W. WIDTH VARIES) 2.62 ACRES FOR PROPOSED ADDITIONAL RIGHT-OF-WAY S21'00h4't n 0 0 ND81p'34-L 919.44 CID SEVS5'29'E 162.613' A.W. GRIMES BOULEVARD 020 DOC Ni 30010335561 OJ.1G>aGTX (UNDea coN511IUC1O0 7f 4 AD NDd'07'39'E 010-98' TODAY PRA NICKERSON. L.P. CALLED 105.508 ACRES DOC., 2000049743 O.P.R.W.C.Tx_ 105.31 ACRES CALLED 33.509 AC, DELI COMPUTER HOLDINGS, L.P. DOC. # 1999971259 0.P.R.W.C.TX. BLOCK A LOT FINAL PLAT OF "THE HOMESTEAD" SUBDIVISION CAB. P, SL. 89 P,R,W.C.TX. GRAPHIC SCALE LEGEND o 1/2" IRON ROD WITH CAP SET • 1/2" IRON ROD FOUND UNLESS OTHERWISE NOTED CONCRETar MONUMENT WITH BRASS DISK FOUND CALCULATED PONT P.O.C. POfNT OF GEMMENCEMENT P.O.B. POINT OF BEGINNING D.R.W.C.TX. DEED RECORDS OF WILLIAMSON COUNTY, TEXAS O.P.R.W.C.TX. OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY. TEXAS All or parts of the text on this page was not P.R.W,C. TX. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS clearly legible for satisfactory recordation. NOTES: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS 552'40'2 W 36.39' • G P.O.C. a N7670'00'2 73.o6' s LAVASEO) INTERCMANCE BUSINESS PARK - BLOCX A SECTION ENE w IDT 6 CAB. J. SL 24-25 P.R.W.0IX. . - A REPEAT OC K2A IN2711C1NANCE BUSINESS PAF SECTIO. TAO • CAL N, S. 196-199 P.R.W.C. TX. LOT i LOT 2, BLOCK A DUPONT SUBDIVISION CAB. 0, SL. 102-103 P. R. W. C. TX. MAXSERV, INC. DOC.B 9706578 O.P.R.W.C.TX. BLOCK A IDT 2 GEORGE SUBDIVISION CAB, 0, SL. 338-339 P.R.W.C.TX. LOT 3 rA m HLOCX C p LOT 1 Z m <Z 2 V) 2 ait . 0JRV£ TABLE alas 6iiorh14 Mors Curve tI 0.110 Rodius Tanga C3 054414' 374.0' 39,7" S 76644'44' W 3$.72' at p6'aa3r 15.44' 22 Tt; 5 09'18'00' w_213.1O' CS X2'3$' 775.24' 303 t ' N 2212'52" w 301 73' C6 19gnI' 1432.39'. 404.11; 5 05190E 402.77 C7 8926'1x' 710.24' 1103,44' N 611417 w 9n4•____ CA '40- 661,a7. 141E D4' 5 34:sy}3' t 9031r CO 1772139' 2011J,±Ir 12.5.64. 1 1323'21' E 022!9' CIO 0156°35' 5241.j4' t95,2r N 6446'03' E 195.26' RECORDERS MEMORANDUM SURVEYBMAE1N1t IMPPING-BEWEIIING 4024 CAPITAL or T[x.40 IfiarWAY, So. B"OmC OAKS PRorssaro'a Pur*. S *T1 125 AUaTN Tkwas. 75704 (512) 447-0573 FAA: (612) 326-5024 EMAIL: CAMISAM-INC-AUS.CoP SKETCH TO ACCOMPANY FIELDNOTE No. 2288R PAGE 4 OF 4 ORIGINAL AGREEMENT AND DEVELOPMENT PLAN TOWN CENTRE PUD PLANNED UNIT DEVELOPMENT NO. 56 THE STATE OF TEXAS § COUNTY OF WILLIAMSON § THIS AGREEMENT AND DEVELOPMENT PLAN (this "Agreement") is made and entered by and between the CITY OF ROUND ROCK, IEXAS, a Texas municipal corporation, having its offices at 221 East Main Street, Round Rock, Texas 78664 (hereinafter referred to as the "City"), and TODAY PRA HICKERSON, L.P., a Texas limited partnership its successors and assigns, having their offices at 17440 N. Dallas Parkway, Suite 230, Dallas, Texas, 75287 (hereafter referred to as the "Owner"). For purposes of this Agreement, the term Owner shall mean TODAY PRA HICKERSON, L.P., its 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 105.31 acres, as more particularly described in Exhibit "A", (herein after referred to as the "Property") attached hereto and made a part hereof. WHEREAS, The Owner has submitted a request to the City to rezone the Property as a Planned Unit Development (the "PUD"). WHEREAS, pursuant to Chapter 11, Section 11.316(8), Code of Ordinances (1995 Edition), City of Round Rock, Texas, the Owner has submitted a Development Plan setting forth, the development conditions and requirements within the PUD, which Development Plan is contained in Section II of this Agreement; 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 November 28, 2001, 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 Development 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; 00018477.WPD/cdc NOW THEREFORE BY THIS AGREEMENT WITNESSETH that, in consideration of the covenants and conditions set forth herein, the City and the Owner agree as follows: I. GENERAL PROVISIONS 1. CONFORMITY WITH DEVELOPMENT PLAN That all uses and development within the Property shall conform to the Development Plan included in Section II herein. 2. CHANGES AND MODIFICATIONS No changes or modifications will be made to this Agreement or the Development Plan unless all provisions pertaining to changes or modifications as stated in Section II.14 below are followed. 3. ZONING VIOLATION The Owner understands that any person, firm, corporation or other entity violating any conditions or terms of the Development Plan shall be subject to any y 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. LIENHOLDER CONSENT That the lien holder of record has consented to this Agreement and Development Plan, including any and all dedications to the public. Lien holder consent is attached hereto and incorporated herein as Exhibit "B". 5. MISCELLANEOUS PROVISIONS 5.1 Assignment. Neither party may assign its rights and obligations under this Agreement without having first obtained the prior written consent of the other which consent shall not be unreasonably withheld. This section shall not prevent the Owner from selling or leasing the Property or portions of the Property, together with all development rights and obligations contained in this Agreement and Development Plan, and no consent shall be required in connection with such sale or lease provided the purchaser or tenant assumes Owner's obligations in writing as to such portions of the Property. 2. 00018477.W PD/cdc 5.2 Necessary Documents and Actions. Each party agrees to execute and deliver all such other and further instruments and undertake such actions as are or may become necessary or convenient to effectuate the purposes and intent of this Agreement. 5.3 Severability. In case one or more provisions contained herein are deemed invalid, illegal or unenforceable in any respect such invalidity, illegality or unenforceability shall not affect any other provisions hereof and in such event, this agreement shall be construed as if such invalid, illegal or unenforceable provision had never been contained herein. 5.4 Entire Agreement. This Agreement constitutes the entire agreement of the parties and supersedes any prior or contemporaneous oral or written understandings or representations of the parties respecting the subject matter hereof. 5.5 Applicable Law. This Agreement shall be construed under and in accordance with the laws of the State of Texas. 5.6 Venue. All obligations of the parties created hereunder are performable in Williamson County, Texas and venue for any action arising hereunder shall be in Williamson County. 5.7 No Third Party Beneficiaries. Nothing in this Agreement, express or implied, is intended to confer upon any person or entity, other than the parties hereto (and their respective successors and assigns), any rights, benefits or remedies under or by reason of this Agreement. 5.8 Duplicate Originals. This Agreement may be executed in duplicate original, each of equal dignity. 3. 00018477.WPD/cdc 5.9 Notices. Until changed by written notice thereof any notice required under this Agreement may be given to the respective parties, by certified mail, postage prepaid or by hand delivery to the address of the other party shown below: OWNER CITY OF ROUND ROCK TODAY PRA HICKERSON, L.P. 17440 N. Dallas Parkway, Suite 230 Dallas, Texas 75287 Attn: Leon J. Backes 5.10 Effective Date. City of Round Rock, Texas 221 East Main Street Round Rock, Texas 78664 Atte: Director of Planning This Agreement shall be effective from and after the date of due execution hereof by all parties. 5.11 Appeal of Administrative Decisions. Administrative decisions provided for in this Agreement may be appealed to the City Council in writing within 90 days following receipt by the Owner of the written confirmation of the decision. 5.12 Binding Effect. This Agreement and the Development Plan binds and benefits the Owner and its successors and assigns. 5.13 Sunset Provision In the event that this Planned Unit Development is not recorded within four years from the date the Planned Unit Development is approved by the City Council, then the Planned Unit Development shall be automatically voided, and the property described herein shall be zoned Single Family -Residential (SF -1). 5.14 Termination of previous PUD This Agreement and Development Plan supercedes the Agreements and Development Plans adopted by Ordinances Z -99-03-25-9C1 and Z -99-03-25- 9C2 as they apply to the Property described in Exhibit "A" of this agreement only. 4. 00018477. W PDJcdc The original Agreements and Development Plans adopted by Ordinances Z- 99 -03-25-9C1 and Z -99-03-25-9C2 continue in effect for the portions of the property described in the original agreements that are not part of this Agreement and Development Plan. II DEVELOPMENT PLAN 1. DEFINITIONS Words and terms used herein shall have their usual force and meaning, or as defined in the Code of Ordinances (1995 Edition) as amended, City of Round Rock, Texas, hereinafter referred to as "the Code" 2. PROPERTY This Development Plan (hereinafter referred to as "Plan") covers approximately 106.55 acres of land, located within the city limits of Round Rock, Texas, and more particularly described by metes and bounds in Exhibit "A", attached hereto. 3. PURPOSE The purpose of this Plan is to insure a PUD that 1) is equal to or superior to development that would occur under the standard ordinance requirements, 2) is in harmony with the General Plan, as amended, 3) 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, 4) is adequately provisioned by essential public facilities and services, and 5) will be developed and maintained so as not to 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 and subdivision by this Plan. All aspects not specifically covered by this Plan shall be regulated by applicable sections of the Code. If there is a conflict between this Agreement and Plan and the Code this Agreement and Plan shall supersede the specific conflicting provisions of the Code. 5. 00018477.WPD/cdc 4.2 Other Ordinances All other Ordinances within the Code shall apply to the Property, except as clearly modified by this Plan. 5. PERMITTED USES The Property shall be used as shown in Exhibit "C", attached hereto and incorporated herein. 6. DEVELOPMENT STANDARDS The Property shall be developed in accordance with the Development Standards set forth in Exhibit "D", attached hereto and incorporated herein. 7. BUILDINGS Building size, dimension, height and setbacks for all parcels shall be as modified in Exhibit "D", attached hereto, as applicable to each parcel and its designated use. 8. LANDSCAPING AND BUFFERING Landscaping and buffering shall be as modified in Exhibit "D", attached hereto, as applicable to each parcel and its designated use. 9. UNDERGROUND UTILITY SERVICE Except where approved in writing by the Director of Public Works, all electrical, telephone and cablevision distribution and service lines, other than overhead lines, which are, three phase or larger, shall be placed underground. 10. DRIVEWAY ACCESS TO A. W. Grimes Boulevard and Gattis School Road: 10.1 Parcel 1 (Office Tract), identified on Exhibit "C", shall be permitted two driveways onto Gattis School Road. These access drives shall be located a minimum of two hundred feet (200') from the centerline of Joyce Lane. The most westerly driveway shall be located at the western boundary of Parcel 1 and shall provide a joint access drive with the most easterly drive permitted on Parcel 2. Parcel 1 shall also have access to Gattis School Road from an extension of Joyce Lane, which shall be constructed by the Owner as a Public Street pursuant to City standards and, as generally shown on Exhibit " C-1" (additional access drives to Parcel 1 shall be permitted onto the extension of Joyce Lane) 6. 00018477.WPD/cdc 10.2 Parcel 2 (Commercial Tract), identified on Exhibit "C", shall be permitted four driveways to access Gattis School Road to be located as follows. 10.2.1 The most easterly driveway shall be located immediately abutting Parcel 1 and provide joint access to both the Commercial Tract and the Office Tract. 10.2.2 The most westerly driveway shall be located 200' west of South Creek Drive. 10.2.3 The third driveway shall be aligned with South Creek Drive. 10.2.4 The fourth driveway shall be located a minimum of two hundred feet (200') from any other driveway on the tract (measured between driveway centerlines). 10.3 Parcel 2 (Commercial Tract), identified on Exhibit "C", shall be permitted five access points to A. W. Grimes Boulevard to be located as follow. 10.3.1 The most northerly access shall be located at minimum of two hundred feet (200') south of the Gattis School Road right of way (measured from the boundary after additional right of way dedication identified on Exhibit C of this agreement). 10.3.2 The second access shall be located to align with the median cut proposed for A. W. Grimes Boulevard approximately six hundred feet (600') south of Gattis School Road. The exact location shall be approved in writing by the City Traffic Engineer. 10.3.3 The third and fourth access points shall be provided by way of Town Centre Drive, a public street, which shall be aligned with the two median cuts designed for A. W. Grimes approximately as shown on Exhibit C-1 to this agreement. The exact location of the median cuts shall be approved in writing by the City Traffic Engineer. 10.3.4 The fifth access shall be located between the two intersections described in section 10.3.3 above and shall be a minimum of two hundred feet (200') from either of those access points. 10.4 Parcel 3A (Townhouse Tract), identified on Exhibit "C", shall be permitted no direct access to either Gattis School Road or A. W. Grimes Boulevard. Driveway access shall be to Town Centre Drive. A minimum distance of two 7. 00018477. W PD/cdc hundred feet (200') shall be maintained between all driveways and/or street intersections. 10.5 Parcel 3B (Townhouse Tract), identified on Exhibit "C", shall be permitted one access to A. W. Grimes Boulevard at the location generally shown on Exhibit C. 10.6 Parcel 4 (Single-family Residential Tract), identified on Exhibit "C", shall access Gattis School Road by extending Joyce Lane as a public street. Joyce Lane shall be constructed, by the owner, to the northern boundary of Parcel 4 as part of the construction requirements for the first plat of Parcel 4 or at such earlier time chosen by the Developer. The intersection of this street shall be aligned with Joyce Lane north of Gattis School Road. Driveways onto Joyce Lane shall be located a minimum of 100 feet from Gattis School Road and 200 feet from any other driveway. 10.7 Parcel 5 (second Commercial Tract), identified on Exhibit "C", shall be permitted two driveways to access A. W. Grimes Boulevard. The most northerly access drive shall be located to align with the median cut proposed for A. W. Grimes. The exact location of the median cut shall be approved in writing by the City Traffic Engineer. The most southerly access drive shall be located a minimum of two hundred feet (200') south of the median cut. 10.8 Median Cuts on Gattis School Road & A. W. Grimes Boulevard. 10.8.1 Two median cuts shall be permitted to Gattis School Road at South Creek Drive and Joyce Lane as identified on Exhibit C. 10.8.2 Four median cuts shall be permitted to A. W. Grimes Boulevard as identified on Exhibit C. 10.8.3 The City Traffic Engineer shall approve the exact location of all median cuts in writing. 10.9 Bryant Drive The owner shall construct Bryant Drive as generally shown on Exhibit C-1 as a public street pursuant to City standards upon the later occurrence of 1) the acquisition of the entire right of way, by the Owner or the City, required to extend Bryant Drive from its existing western terminus west to A. W. Grimes Boulevard, or 2) the platting of any portion of Parcel 3B identified on Exhibit C. Following the construction of Bryant Drive the access from Parcel 3B to A. W. Grimes Boulevard permitted in Section 10.5 above, shall be from 8. 00018477.WPD/cdc driveways connecting Parcel 3B to Bryant Drive. Any driveway access to Bryant Drive from Parcel 3B shaIl be located a minimum of 200 feet from its intersection with A. W. Grimes Boulevard. Prior to the construction of Bryant Drive, Parcel 3B shall be permitted driveway access to A. W. Grimes Boulevard from a private driveway to be constructed by the Owner at the location referred to in Section 10.5 above. Said drive may remain open until Bryant Drive is connected to A. W. Grimes Boulevard, at which time the driveway shall be closed. 11. WASTEWATER SERVICE Wastewater service to the Property is currently limited to a maximum of 482 Living Unit Equivalents (LUE). Development of the Property shall be restricted by this wastewater capacity until such time as the Owner provides for downstream wastewater improvements required by the Director of Public Works. To ensure that development does not exceed this capacity the Project design engineer shall identify the number of LUE required to serve each site plan submitted for approval and shall certify to the Director of Public Works that the cumulative total number of LUE has not been exceeded prior to the issuance of each building permit. Following downstream improvements to the wastewater system the maximum number of LUE permitted on the Property shall be increased to reflect the increased capacity provided by such improvements, as certified by the Director of Public Works. Upon receipt of written notice to the Director of Public Works of Owners intent to construct the above referenced downstream wastewater improvements together with all required plans, application forms and fees, the City will act in good faith and cooperate in a timely manner with Owner to complete design, budgeting, right-of-way acquisition, construction, testing and certification of the downstream wastewater improvements needed to provide the number of LUEs required for the development of the Property in accordance with the Agreement and Plan so as to not unduly delay said development due to lack of downstream wastewater capacity or the total number of LUEs required to serve development in accordance with the Plan. The total cost of all downstream wastewater improvements including, but not limited to, engineering and design, acquisition of easements or rights-of-way, financing, bonding, legal expenses, permitting, construction, revegetation and inspection shall be the sole responsibility of the Owner. 9. 00018477.WPD/cdc 12. PHASING The development of the Property may be phased. Phasing shown on Exhibit C-1 may be modified by the Owner with the written approval of the Director of Public Works. 13. PARKLAND DEDICATION The parkland dedication requirements for the Property shall be met in full by providing the following: 13.1 Trail System a. The owner shall construct an 8 foot wide trail as generally shown on Exhibit E, attached hereto and incorporated herein, as part of the development of Parcel 3A. The construction plans for the trail and associated landscaping and irrigation shall be submitted to the Director of Parks & Recreation for approval with the first site plan for any portion of development on Parcel 3A. b. The Owner and the Property Owners Association or Condominium Association shall provide a 25 foot wide, or such narrower width approved in writing by the Director of Parks and Recreation, permanent public access and landscape easement outside of the ultimate 25 year flood plain abutting the drainage area that divides Parcels 3A and 3B as part of the first plat on Parcel 3A. c. A Property Owners Association or Condominium Association shall maintain the trail and landscaping within the permanent easement, described in Exhibit E. The Property Owners Association or Condominium Association shall be established and all associated documentation shall be filed with both the Secretary of State and Williamson County prior to or with the recordation of the first final plat on Parcel 3A. 13.2 Single family residential uses: Parkland dedication requirements shall be provided by payment of the current cash -in -lieu fee in effect at the time of final plat approval pursuant to City Code. 10. 00018477.WPDlcdc 14. STREET RIGHT OF WAY DEDICATION The Owner shall make the following right of way dedications. 14.1 Gattis School Road: Prior to or simultaneously with recordation of the PUD, the Owner shall dedicate to the City of Round Rock, free of all monetary liens, right-of-way adjacent to existing Gattis School Road as identified on Exhibit C and described by metes and bounds in Exhibit F attached hereto and incorporated herein. The Owner shall provide a General Warranty deed to the City within thirty (30) days following adoption of this PUD. 14.2 Arterial "B": Within thirty (30) days following the adoption of this PUD, the Owner shall dedicate to the City, free of all monetary liens, the right-of-way required for Arterial B (A. W. Grimes (Boulevard). 15. SIGNS 15.1 All freestanding signs shall be restricted to monument signs, as defined in the Code. 15.2 Freestanding monument signs shall not exceed six feet in height. 15.3 One freestanding monument sign shall be permitted for lots of less than three (3) acres in size. The maximum area of masonry monument signs, defined as the area contained within a polygon containing the actual lettering and any logo, shall be fifty (50) square feet on each side of the sign. The portions of a masonry structure on which the sign is located are not counted as part of the fifty square feet provided they are not contained within the polygon. The maximum area of all other signs shall be regulated by the Code. Provided however, a sign may identify more than one business whether or not that business is located on that lot, provided the business is located on the same development parcel identified on exhibit C. 15.4 More than one freestanding monument sign for Lots of three (3) acres or larger shall be permitted in accordance with the regulations contained in the Code. However, each sign permitted shall sized in accordance with Section 15.3 above. 00018477. W PD/cdc 15.5 Monument signs shall not be located so as to, in the opinion of the City Traffic Engineer, adversely restrict the vision of drivers entering or leaving the Property. 15.6 Directional signs solely for the purpose of directing traffic or identifying building numbers shall be permitted provided they are restricted to a size required by their function as determined by the Director of Planning. 15.7 One monument sign in the area designated as Town Centre shall be permitted to exceed the height and area requirements identified in Sections 15.2 and 15.3 above provided they are part of the site plan submitted for the Town Centre as required for Development Parcel 2 in Exhibit D, attached hereto. Larger signs (approximately 15 to 20 feet in height) shall be permitted but shall be designed as part of the overall architectural theme of the Town Centre. All such signs require the written approval of the Director of PIanning. In no case shall the sign area, as defined in Section 15.3 above, exceed 100 square feet on each side of the sign. The maximum height shall be determined at the sole discretion of the Director of Planning based on the architectural feature. This sign may be constructed independently from the actual construction of the Town Centre. 16. CHANGES TO AGREEMENT AND DEVELOPMENT PLAN 16.1 Minor Changes Minor changes to this Agreement or Plan, which do not substantially and adversely change this Plan, may be approved administratively, if approved in writing, by the Director of Public Works, 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. 17. CONCEPT PLAN APPROVED Approval of this Agreement constitutes Concept Plan approval under the City Subdivision Ordinance. 12. 00018477.W PD/cdc 18. GENERAL PLAN 2000 This Agreement amends the Round Rock General Plan 2000, which was adopted on June 10, 1999. TODAY PRA HICKERSON, LP By: Gattis School Partners, L. P. Its sole general partner By: PRA General Partner, Inc., its sole general partner 1 By: Le n .B k s, President Date: CITY OF ROUND ROCK, TEXAS ROB 4i `. STLUKA, Jr. ATTEST: By: • /ice i CHRISTINE MARTINEZ , CITY SECRETA 13. 00018477.WPD/cdc LIST OF EXHIBITS DEVELOPMENT AGREEMENT Exhibit Description Exhibit "A" Field Notes Exhibit "B" Lien Holder Consent Exhibit "C" Land Use Map Exhibit "C-1" Preliminary Plat Exhibit "D" Plan Exhibit "D-1" Town Centre Tracts Exhibit "D-2" Alternative Local Streets Exhibit "E" Trail Schematic Exhibit "F" Gattis School Road Field Notes 105.31 Acres P.U.D. Tract FN2288R(CMS). Asa Thomas Survey A-609 January 7, 2002 Williamson County; Texas SAM, Inc. Job No. 22005-01 DESCRIPTION OF A 105.31 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WiLLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT CALLED 105.508; ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA' HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, A PORTION OF THAT CALLED 10.30 ACRE TRACT DESCRIBED IN THE POSSESStO N AND USE AGREEMENT FOR TRANSPORTATION PURPOSES, AND DEDICATED AS A.W. GRIMES BOULEVARD, EXECUTED MAY 31, 2001 AND RECORDED UNDER DOCUMENT NUMBER .. 2001038661, BOTH OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; SAiD 105.31 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference at a 112 -Inch iron rod found on the south right-of-way line for Gattis School Road (width varies), being the northwest corner of a called 5.000 acre tract of land described in the deed to Vernon L. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, also being the northeast corner of a proposed 2.62 acre tract of land for additional right-of-way purposes and the northeast corner of said 105.508 acre tract, and from which point a '/-inch iron rod found for the southeast corner of said 105.508 acre tract bears S 21.° 00' 10" E, a distance of 1988.95 feet; THENCE S 21° 00' 10" E, with the west line of said 5.000 acre tract, being the east line of said 2.62 acre tract, a distance of 39.66 feet to a concrete monument with brass disk found for the southeast corner of said 2.62 acre tract, being the northeast corner and POINT_ OF BEGINNING of the tract described herein; THENCE 5 21° 00' 10" E, continuing with the west line of said 5.000 acre tract, the west line of Revised interchange Business Park Section One, a plat of record filed in Cabinet J, Slides 24-25, Plat Records of Williamson County, Texas, and the west line of A Replat Of Interchange Business Park Section 2, a plat of record .filed in Cabinet N, Slides 196-199, Plat Records of Williamson County, Texas, a distance of 1752.09 feet to a 'A -inch iron rod found for the southeast c.orner of said 105.508 acre tract, being the northeast corner of Lot 2, Block A, Dupont Subdivision as recorded in Cabinet 0, Slide 102-103 of the Plat Records of Williamson County, Texas; THENCE S 71° 45' 44" W, with the north line of said Lot 2 Dupont Subdivision same being a south line of said 105.508 acre tract passing at a distance of 1082.24 feet a 'A -inch iron rod found for an ell corner of said 105.508 acre tract, same being the northwest corner of said Lot 2 and the northeast corner of a proposed 0.55 acre tract, continuing for a total distance of 1084.76 feet to a '4 -inch iron rod with cap set for a point of curvature; THENCE continuing across said 105.508 acre tract, with the northerly lines of said 0.55 acre tract, -the following three (3) courses and distances: 1. with the arc of a curve to the left, a distance of 39.74 feet through a central angle of 06° 09' 14", having a radius of 370.00 feet and a chord which bears S 55° 44' 49" W, a distance of 39.72 feet to al/2-inch iron rod set for a point of tangency, 2. S 52° 40' 11" W, a distance of 36.39 feet to a '4 -inch iron rod with cap set fora point of curvature, and 3. with the arc of a curve to the left, a distance of 22.71 feet through a central angle of 86° 44' 22", having a radius of 15.00 feet and a chord which bears S 09* 18' 00" W, a distance of 20.60 feet to a '4 -inch iron rod set for a point of reverse curvature on the easterly right-of-way line of said R.W. Grimes Boulevard; Page 1 of 4 EXHIBIT " Ai, 105.31 Acres P.U.D..Tract FN2288R(CMS) Asa Thomas Survey A-609 - January 7, 2002 Williamson County, Texas SAM, Inc. Job No. 22005-01 THENCE with the curving easterly right-of-way line of said A.W. Grimes Boulevard, being the westerly line of said 0.55 acre tract, to the right, a distance of 303.15. feet through a central angle of 22° 22' 38", having a radius of 776.20 feet and a chord which bears S 22" 52'52" E, .a distance of 301.23 feet to a /2 -inch iron rod with cap set for the southwest corner of said 0.55 acre tract, and being a southerly angle point of the tract described herein; THENCE N 78° 20' 00" E, with the south line of said 0.55 acre tract, a distance of 75.06 feet to a %-inch iron rod with cap set on the west line of said DuPont Subdivision, being a southeasterly line of. said . 105.508 acre tract, said point being the southeast corner of said 0.55 acre tract and a southerly angle point of the tract described herein; THENCE S.20" 35' 01" E, with the west line of said Dupont Subdivision, being a southeasterly line of said 105.508 acre tract and the tract described herein, a distance of 856.47 feet to a %-inch iron rod found for the northeast corner of Lot 2, Block A, Gerorge Subdivision, a plat recorded under Document Number 9735546 and filed in Cabinet O, Slides 338-339, Plat Records of Williamson County, Texas; THENCE S 69° 10' 15" W, leaving Ate west line of said DuPont Subdivision, with the north line of said George Subdivision, being the south line, of said 105.508 acre tract and the tract described herein, passing at a distance of 358.78 feet a %-inch iron rod with cap found on the easterly right-of-way line of said A.W. Grimes Boulevard, said point being the most southerly southeast corner of said 10.30 acre tract, continuing a distance of 60.46 feet for a total distance of 419.24 to a calculated point for the southerly terminus of the centerline of said A.W. Grimes Boulevard, and from which point a '/-inch iron rod with cap found for the most southerly southwest corner of said 10.30 acre tract bears S 69° 10' 15" W, a distance of 9.58 feet THENCE leaving the north line of said George Subdivision, with the centerline of said A.W. Grimes Boulevard, the following seven (7) courses and distances: 1. with the arc of a curve to the right, a distance of 404.11 feet through a central angle of 16° 09' 51", having a radius of 1432.39 feet and a chord which bears N 05° 50' 07" W, a distance of 402.77 feet to a calculated point of tangency, 2. N 02" 14' 49" E, a distance of 349.90 feet to a calculated point of curvature, 3. with the arc of a curve to the left, a distance of 1105.46 feet through a central angle of 88° 26' 12", having a radius of 716.20 feet and a chord which bears N 41° 58' 17" W, .a distance of 998.94 feet to a calculated point of tangency, 4. N 86° 11' 23" W, a distance of 237.30 feet to a calculated point of curvature, 5. with the arc of a curve to the right, a distance of 1018.89 feet through a central angle of 66° 13' 40", having a radius of 881.47 feet and a chord which bears N 53° 04' 33" W, a distance of 963.11 feet to a calculated point of tangency, 6. N 19° 57' 42" W, a distance of 288.04 feet to a calculated point of curvature, and 7. with the arc of a curve to the right, a distance of 625.84 feet through a central angle of 17" 12' 39", having a radius of 2083.48 feet and a chord which bears N 11° 21'23"W, a distance of 623.49 feet to a calculated angle point; Page 2of4 105.31 Acres P.U.D. Tract FN2288.R(CMS) Asa Thomas Survey A-609 January 7; 2002 Williamson County, Texas SAM, Inc: Job No. 22005-01 THENCE N 29° 26' 50" E, passing at a distance of 113.52 feet a concrete monument with brass disk found on the easterly right-of-way line of said A.W. Grimes Boulevard, being a westerly line of said 105.508 acre tract, said point being the most westerly southwest corner of said 2.62 acre tract, continuing 64.32 feet for a total distance of 177.84 feet to a concrete monument with brass disk found for an angle point; THENCE with southerly lines of said 2.62 acre tract, being northerly lines of the tract described herein, the following six (6) courses and distances: 1. N 42° 56' 03" E, a distance of 50.00 feet to a concrete monument with brass disk found for an angle point, 2 N 56° 25' 17" E, a distance.of 64.32 feet to a concrete monument with brass disk found for an angle point, t 3. N 88° 18' 34" E, a distance of 919.46 feet to a concrete monument with brass disk found for an angle point, 4. S 89° 55' 29" E, a distance of 182.69 feet to a concrete monument with brass disk found for a point of curvature, 5. with the arc of a curve to the left, a distance of 195.27 feet through a central angle of 01° 56' 55", having a radius of 5741.58 feet and a chord which bears N 89" 06' 03" E, a distance of 195.26 feet to a concrete monument with brass disk found for a point of tangency, and 6. N 88° 07' 39" E, a distance of 818.96 feet to the POINT OF BEGINNING and containing 105.31 acres of land, more or less. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson. RPLS, Survcon, Inc. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON That 1, Paul C. Sauve, Jr., a Registered Professional Land Surveyor, do hereby certify that -the above descriptidn is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during October 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this t - 8t' day of J ary 20A.D. SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy. So, Suite 125 Austin, Texas 78704 Page 3 of 4 Jr. d Profession 8 - State of Texas N56 25'I rE N42'56'03'E 64.32 MOO GATTIS SCHOOL ROAD (R.O,W, WIDTH VARIES) 2.62 ACRES FOR PROPOSED ADDtT1ONAL RIGHT-OF-WAY S21vo10'E 39,66•��r w 5'07'39'E 0112.96' N8810'34 -E 919.46' - CID sarw29'E mew A. A'. GRIMES BOULEVARD ttsa• »>o Doc N4 2001039601 O P.R,Lc1x (11012Th COASIRVC110N) TODAY PRA HICKERSON, LP, CALLED 105.508 ACRES DOC.# 2000049743 0.P•R.W.C.TX_ 64/EANGE BUSINESS PARK BLOCK A SECTION ONE LOT a CAB. .L SL. 24-25 P.R.1r.c ix 105.31 ACRES A REPEAT or OCA IITERChANGC BUSINESS PAF LOT -SECTIO., TWO CAE, It, SI- I96-199 P.R.WCT1C BLOCK A t •e ilt OTt b 552'40'11"w 36.39' S1 BLOCK MACY CALLED 33.509 AC, DELL COMPUTER HOLDINGS, L.P. DOC. )1E 1999971259 0.P.R,W.C.Tx. :4 N78 -20'00'r 75.06' BLOCK A LOT 1 FINAL PLAT OF "THE HOMESTEAD" SUBDIVISION CAB. P, SL. 89 P,R,WC.TX. LOT 2, BLOCK A DUPONT SUBDI.iSION CAB. 0, SL. 102-103 P.R.W.C.TX. MAXSERV, INC. DOC.g 9706678 0.P.R.W.C.TX. rr/ GRAPHIC SCALE LEGEND 0 1/2" IRON ROD WITH CAP SET • 1/2" IRON ROD FOUND UNLESS OTHERWISE NOTED CONCRETc MONUMENT WITH BRASS DISK FOUND A CALCULATED POINT P.O.C. POINT OF CEMMENCEMENT P.0.13. POINT OF BEGINNING D. R. W. C. TX. O.P.R. W. C. TX. P. R. W, C. TX. LOT P GEORGE SUBDIVISION CAB. 0, SL 338-339 P.R.W.C,TX. LOT 5 BLOCK 6 LOT I 1 CLNtVE TABLE I T 0.tto Rodtea-`-I+n41I1 (ford WhWwW olad C3 0649'14' 57440' 39.7x' S 55'44'44` W 39 j - . e6•+rn• 15.012 2 it t r+9 ro0• •• 2 ' CS - tnr 776.20' 34.tt1' 14 222X • W 601.23' Ce 164?' r t432-12' 404 117. 5 O5 0•Qr C 407.77 C7BB'212'IY' 76.70' "05.46 N 41:1!}'17" X 99by+e ca 56'1340" 001,4 ' 101aBle 5 33112+'33' t QQ,Z11' co trt '39' 2083,18' 425.84' 5 3171'2'. L F2-: • V. C10 0146'55" 5741.55' 145,27 N PI406•f.0 f 1QS j¢' DEED RECORDS OF WILLIAMSON COUNTY, TEXAS OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTES: SEE METES AND BOUNDS DESCRIPTION FOR TEXAS RItedkbeRN MEMORANDUM All or parts of the teat on this page was not clearly legible for satisfactory recordation, BEARING BASIS 4029 CAPITAL Or TfAAO H16rIwAY, SO. NNWBaaO1C OAKS PROFffatd..L PLAZA, Bv.TC 125 Ain Tad Tc ale, 76704 C512)447-0372 FAA: 8I2) 326-029 EMAIL: BAM•SAM-INC-AUS.COH SKETCH TO ACCOMPANY FIELDNOTE No. 22888 PAGE 4 OF 4 EXHIBIT "B LIEN HOLDER'S CONSENT • THE STATE OF TEXAS § COUNTY OF WILLIAMSON § That First State Bank of Texas, acting herein by and through its duly authorized officers, being the holder of a lien as evidenced by Deed of Trust recorded in Document NOINO1"4"41tf the Official Records of Williamson County, Texas, does hereby consent to the Agreement and Development Plan of 101, . acres of land situated in Round Rock, Williamson County, Texas, and does further hereby join, approve and consent to all provisions shown herein. By: ATTEST: By: c c G� ' Name: .b�Lrc j J. /ert Title: 45 : . GtJ Pie6 j THE STATE OF TEXAS COUNTY OF WILLIAMSON § Kerry L. Wiggins Central Texas Regional President This instrument was acknowledged before me on the 31st day of October by Kerry L Wiggins, Central Texas Regional President of First State B . of Texas. ,A LAURA J CROMEANS *1 NOTARY PUBLIC State of Texas Comm. Exp. 02-14-2004 t Public, ate of Texas ission E ► fres: 1 2412:37211' tiJ /O: Its 14. • �. f TIMOTHY J. MOLTZ • ' Gj Qo•t)�� 0 co to • �N 0 p� Z co 44 w ea ea 10 10 ZL) Ag t` O b s Lj N O O 0 0 0 O 0 N 0 0 z tp W I 1 1 a1 .,.:,^ r r r who `b i �a� i , / \ R O t l,Vl (' ill vl J J{ 11Y1 oU �° All or parts of the tact on this page was not clearly legible for satisfactory recordation, Fie Plcmcc .r_.\AtinZ QOAEZMOINEZOLOgr c EXHIBIT c Contains 27 •a_es EXHIBIT "C" METES AND BOUNDS DESCRIPTION PARCEL.1 13.58 Acre Office Zoning Tract Asa Thomas Survey A-609 Williamson County, Texas FN2284R(BDN) October 30, 2001 SAM, Inc. Job No. 21204-07 DESCRIPTION OF A 13.58 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER . DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS; SAID 13.58 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference at a 1/2 -inch iron rod found on the south right-of-way line for Gattis School Road (width varies), being the northwest corner of a called 5.000 acre tract of land described in the deed to Vemon L Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, also being the northeast - corner of a proposed 2.62 acre tract of land for additional right-of-way purposes and the northeast corner of said 105.508 acre tract, and from which point a Y2 -inch iron rod found for the southeast comer of said 105.508 acre tract bears S 21° 00' 10" E, a distance of 1791.75 feet; THENCE S 21° 00' 10" E, with the west line of said 5.000 acre tract, being common with the east line of said 2.62 acre tract and said 105.508 acre tract, a distance of 39.66 feet to a concrete monument with brass disk found for the northeast comer and POINT OF BEGINNING of the tract described herein; THENCE S 21° 00' 10" E, continuing with the west line of said 5.000 acre tract, being the east line of said 105.508 acre tract, a distance of 502.03 feet to a calculated point for the southeast corner of the tract described herein; THENCE leaving the west line of said 5.000 acre tract and crossing said 105.508 acre tract, the following eleven (11) courses and distances: 1. S 88° 07' 43" W, a distance of 904.06 feet to a calculated angle point, 2. N 07° 40' 27" W, a distance of 57.25 feet to a calculated angle point, 3. N 11° 41' 34" E, a distance of 0.37 feet to a calculated angle point, 4. with the arc of a curve to the right, a distance of 259.47 feet through a central angle of 02° 35' 21", having a radius of 5741.58 feet and a chord which bears S 88° 46' 54" W, a distance of 259.45 feet to a calculated point of tangency, 5. N 89° 55' 23" W, a distance of 182.69 feet to a calculated angle point, 6. S 88° 05' 43" W, a distance of 202.39 feet to a calculated angle point, 7. N 49° 59' 56" W, a distance of. 29.85 feet to a calculated angle point, 8. N 40° 00' 04" E, a distance of 177.85 feet to a calculated angle point, 9. N 49° 59' 56" W, a distance of 68.43 feet to a calculated angle point, 10. N 88° 08' 16" E, a distance of 231.68 feet to a calculated angle point, and 11. N 00° 04' 35" E, a distance of 216.45 feet to a calculated angle point on a southern line of said 2.62 acre tract; THENCE with the southerly lines of said 2.62 acre tract, being northerly lines of the tract described herein, the following three (3) courses and distances: 1. S 89" 55' 29" E, a distance of 90.93 feet to a concrete monument with brass disk found for a point of curvature, Page 1 of 3 13.58 Acre Office Zoning Tract FN2284R(BDN) Asa Thomas Survey A-609 October 30, 2001 Williamson County, Texas SAM, Inc. Job No. 21204-07 2_ with the arc of a curve to the left, a distance of 195.27 feet through central angle of 01° 56' 55', having a radius .of 5741.58 feet and a chord which bears N 89° 06' 03" E, a distance of 195.26 feet to a concrete monument with brass disk found, and 3. N 88° 07' 39" E, a distance of 818.96 feet to the POINT OF BEGINNING and containing 13.58 acres of land, more or less. _ Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLSr Survcon, Inc. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON That I, Paul C. Sauve, Jr., a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during October 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this t SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy. So, Suite 125 Austin, Texas 78704 Page 2 of 3 day of ber, • 01 A. D. imp Paul C., Jr. Registere • rofessio . I Land Surveyor No. 2518 - State of Texas 2.62 ACRES FOR RIGHT-OF—WAY ADDITIONAL PURPOSES • N 00'04'35" E 216.45'-- N 88'08'16" E N 49'59'56" W 231.68' 68.43' N 40'00'04" E 177.85' GATTIS SCHOOL ROAD (ROW WIDTH VARIES) S 21'00'10" E 39.66' P.O.C. P.Q.B. REMAINDER OF A CAVED 5.000 AC. VERNON L. JAKU8 AND WIFE, JANETH M. JAKUB VOL_ 844, PG. 912 D.R.W.C.TX. N 49'59'56" W 29.85' 182.69' N 89'55'23"-W N 11'41'34" E 0.37' TODAY PRA HICKERSON, L.P. CALLED 105.508 ACRES DOC. # 2000049743 O.P.R. W. C. TX. RECORDERS MEMORANDUM .All or parts of the text on this page was not clearly legible for satisfactory recordation. A.W. GRIMES BOULEVARD oQC. 0o. 20 038681 ASA THOMAS SURVEY, ABSTRACT NO. 609 O.P.R.W-C.TX. - (UNDER CONSTRUCTION) WILLIAMSON COUNTY, TEXAS • A P.O.C. P.O.B. O.R.W. C. TX. O.P.R. W. C. TX. P.R. W. C. TX. PROJECT: HICKERSON J05 N10/6ER: 21204-07 LEGEND 1/2" IRON ROD FOUND UNLESS OTHERWISE NOTED CONCRETE MONUMENT WITH BRASS DISK FOUND CALCULATED POINT POINT OF COMMENCEMENT POINT OF BEGINNING DEED RECORDS OF WILLIAMSON COUNTY, TEXAS OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTES: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS 50' 7 ' 0' 150' 300' DATE: OCTOBER 70, 2001 SURvETOIt P.C. SAM, JR.. PARTY CHET: DELDBpO1t r1ELMgTE: 2112254.8041 TEGHRICIAN: 5.0. NEw$0YE DRAWING FN22$4.O7/G SCALE. 1-4300- 4029 CAPITAL OF TEXAS HIGNWAr. 5O. BRODIE OARS PROFESSIONAL PLAZA, SUITE 125 AUSTIN TEXAS. 75704 (512) 447 -0575 - FAX: (512) 326-3029 EMAIL: SAMS5411-INC-AVS. COM GRAPHIC SCALE SKETCH TO ACCOMPANY FIELD NOTE No. 2284 PAGE 3 OF 3 1 CURVE TABLE Curve 1 DeIto Radius Length Chord Bearing Chord C1 02-35'21- 5741.58' 259.47 N C2 00.56'55' 5741.58' 195.27 N 89'06'0:3' E 95.26' A.W. GRIMES BOULEVARD oQC. 0o. 20 038681 ASA THOMAS SURVEY, ABSTRACT NO. 609 O.P.R.W-C.TX. - (UNDER CONSTRUCTION) WILLIAMSON COUNTY, TEXAS • A P.O.C. P.O.B. O.R.W. C. TX. O.P.R. W. C. TX. P.R. W. C. TX. PROJECT: HICKERSON J05 N10/6ER: 21204-07 LEGEND 1/2" IRON ROD FOUND UNLESS OTHERWISE NOTED CONCRETE MONUMENT WITH BRASS DISK FOUND CALCULATED POINT POINT OF COMMENCEMENT POINT OF BEGINNING DEED RECORDS OF WILLIAMSON COUNTY, TEXAS OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTES: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS 50' 7 ' 0' 150' 300' DATE: OCTOBER 70, 2001 SURvETOIt P.C. SAM, JR.. PARTY CHET: DELDBpO1t r1ELMgTE: 2112254.8041 TEGHRICIAN: 5.0. NEw$0YE DRAWING FN22$4.O7/G SCALE. 1-4300- 4029 CAPITAL OF TEXAS HIGNWAr. 5O. BRODIE OARS PROFESSIONAL PLAZA, SUITE 125 AUSTIN TEXAS. 75704 (512) 447 -0575 - FAX: (512) 326-3029 EMAIL: SAMS5411-INC-AVS. COM GRAPHIC SCALE SKETCH TO ACCOMPANY FIELD NOTE No. 2284 PAGE 3 OF 3 1 EXHIBIT "C METES AND BOUNDS DESCRIPTION 29.22 Acre Commercial Zoning Tract FN2285R(BDN) Asa Thomas Survey A-609 October 29, 2001 Williamson County, Texas SAM, Inc. Job No. 21204-07 DESCRIPTION OF A 29.22 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS; SAID 29.22 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference at a 1/2 -inch iron rod found on the south right-of-way line for Gattis School Road (width varies), being the northwest corner of a called 5.000 acre tract of land described in the deed to Vemon L. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, also being the northeast corner of a proposed 2.62 acre tract of land for additional right-of-way purposes and the northeast comer of said 105.508 acre tract; THENCE S 89° 20' 08" W, with the existing southerly right-of-way line of said Gattis School Road, being common with the north line of said 105.508 acre tract, a distance of 1135.66 feet to a 1/2 -inch iron rod found for an angle point; THENCE S 37° 02' 07" E, leaving said common line and crossing said 105.508 and said 2.62 acre tract, a distance of 67.08 feet to a calculated northeast corner and POINT OF BEGINNING of the tract described herein; THENCE leaving the southerly lines of said 2.62 acre tract, continuing across said 105.508 acre tract, the following eighteen (.18) courses and distances: 1. S 00° 04' 35" W, a distance of 216.45 feet to a calculated angle point, 2. S 88° 08' 16" W, a distance of 231.68 feet to a calculated angle point, 3. S 49° 59' 56" E, a distance of 68.43 feet to a calculated angle point, 4. S 40° 00' 04" W, a distance of 177.85 feet to a calculated angle point, 5. S 49° 59' 56" E, a distance of 29.85 feet to a calculated angle point, 6. S 41° 33' 52" W, a distance of 245.03 feet to a calculated angle point, 7. S 01° 41' 23" E, a distance of 112.56 feet to a calculated angle point, 8. S 40° 00' 04" W, a distance of 131.39 feet to a calculated angle point, 9. . with the arc of a curve to the right, a distance of 113.08 feet through a central angle of 18" 56' 42", having a radius of 342.00 feet and a chord which bears S 49° 28' 25" W, 112.57 feet to a calculated point of compound curvature, 10. with the arc of a curve to the right, a distance of 64.85 feet through a central angle of 50° 53' 52", having a radius of 73.00 feet and a chord which bears S 29° 46' 35" W, 62.74 feet to a calculated point, 11. S 20° 11' 56" E, a distance of 56.62 feet to a calculated point of curvature, Page 1 of 4 29.22 Acre Commercial. Zoning Tract FN2285R(BDN) Asa Thomas Survey A-609 October 29, 2001 Williamson County, Texas SAM, Inc. Job No. 21204-07 12. withthe arc of a curve to the left, a distance of 300.34 feet through a central angle of 29" 09' 58", having a radius of 590.00 feet and a chord which bears S 34° 46' 55" E, 297.10 feet to a calculated point of compound curvature, 13. with the arc of a curve to the left, a distance of 176.76 feet through a central angle of 34° 55' 25", having a radius of 290.00 feet and a chord which bears S 65° 19' 21" E, a distance of 174.04 feet to a calculated point of tangency, 14. S 82° 47' 04" E, a distance of 217.38 feet to a calculated angle point, 15. S 04" 47' 00" W, a distance of 50.37 feet to a calculated angle point, 16. S 82° 47' 04" E, a distance of 385.93 feet to a calculated angle point, 17. S 59° 50' 59" W, a distance of 97.95 feet to a calculated angle point, and 18. S 16° 27' 35" E, a distance of 247.36 feet to a calculated angle point on the curving northeasterly right-of-way line of A.W. Grimes Boulevard (120' wide), as dedicated by Document Number 2001038661, Official Public Records of williamson County, Texas; THENCE S 22" 50' 16" W, crossing said A.W. Grimes Boulevard, a distance of 60.00 feet to a calculated centerline point of same; THENCE with the centerline of said A.W. Grimes Boulevard, the following five (5) courses and distances: 1. with the arc of a curve to the left, a distance of 237.84 feet through a central angle of 19° 01' 38", having a radius of 716.20 feet and a chord which bears N 76° 40' 33" W, a distance of 236.75 feet to a calculated point of tangency, 2. N 86° 11' 23" W, a distance of 237.30 feet to a calculated point of curvature, 3. with the arc of a curve to the right, a distance of 1018.89 feet through a central angle of 66° 13' 40", having a radius of 881.47 feet and a chord which bears N 53° 04' 33" W, a distance of 963.11 feet to a calculated point of tangency, 4. N 190 57' 42" W, a distance of 288.04 feet to a calculated point of curvature, and 5. with the arc of a curve to the right, a distance of 625.84 feet through a central angle of 17° 12' 39°, having a radius of 2083.48 feet and a chord which bears N 11° 21' 23" W, a distance of 623.49 feet to a calculated angle point; THENCE N 29° 26' 50" E, passing at a distance of 113.52 feet a concrete monument with brass disk found for the southwest corner of said 2.62 acre tract, being on the easterly right-of-way line of said A.W. Grimes Boulevard, being a westerly line of the tract described herein, and continuing for a total distance of 177.84 feet to a concrete monument with brass disk found for an angle point; THENCE continuing across said 105.508 acre tract with the southerly lines of said 2.62 acre tract, the following four (4) courses and distances: 1. N 42° 56' 03" E, a distance of 50.00 feet to a concrete monument with brass disk found for an angle point, Page 2 of 4 29.22 Acre Commercial Zoning Tract FN2285R(BDN) Asa Thomas Survey A-609 October 29, 2001 Williamson County, Texas SAM, Inc. Job No. 21204-07 N 56° 25' 17" E, a distance of 64.32 feet to a concrete monument with brass disk found for an angle point, N 88° 18' 34" E, a distance of 919.46 feet to a concrete monument with brass disk found for an angle point, and S 89° 55' 29" E, a distance of 91.76 feet to the POINT OF BEGINNING and containing 29.22 acres of land, more or less. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WiLLIAMSON That I, Paul C. Sauve, Jr.,. a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during October 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this - .' day of Octob: 2001 SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy. So, Suite 125 Austin, Texas 78704 P. uI C. Sau Registered essiona iand Surveyor 518 - State of Texas Page 3 of 4 2.62 ACRES FOR ADDITIONAL. RIGHT-OF-WAY PURPOSES N 5625'17" E GATTIS SCHOOL ROAD S 89'55'29" E N 42'56'03" E 64.32' 50.00' (ROW !WIDTH VARIES) 9136' N 2926'50" E 177.84' o 20.04 ACRES tP CP S 8920'08" W 1135.66' S37.02'07 P.O.B. 67.08' S 00'04'35" w 216.45' P.O.C. S 88'08'16" W 231.68' S 40'00'04" W 177.85' S49'59'56"E 29.85' S 41'33'52" W 245.03' ASA THOMAS SURVEY, ABSTRACT NO. S 01'41'23" E 112.56' WILLIAMSON COUNTY, TEXAS S 40'00'04" W 131.39' TODAY PRA HICKERSON, L.P. C1 CALLED 105.508 ACRES 2 S 2011'56" E DOC.g 2000049743 56.62' O.P.R. W. C. TX. S 82'47'04" E 217.38'S 04'47'00" W C4 50.37' S 82'47'04" E 385.93' 3/8' IRON R00 FOUND BLOCK A REMAINDER OF A CALLED 5.000 AC. VERNON L. JAKUB AND WIFE, JANETH M. JAKUB VOL. 844, PG. 912 D. R. W. C. TX. S 59'50'59" W 97.95' S 16'27'35" E 247.36' 1 237.30' 6 N 86'11'23 W A.W. CRIMES BOULEVARD (120' WADE) DOC. No. 2001038661 O.P.R.N! C.TX (UNDER CONSTRUCTION) REMAINDER OF A CALLED 33.509 AC. DELL COMPUTER HOLDINGS, L.P. DOC. # 1999971259 O. P. R. W. C. TX. LEGEND • 1/2" IRON ROD FOUND D CONCRETE MONUMENT WITH BRASS DISK FOUND CALCULATED POINT POINT OF CEMMENCEMENT POINT OF BEGINNING DEED RECORDS OF WILLIAMSON COUNTY, A P.O.C. P.O.B. D.R. W. C. TX. 0.P.R.W.C.TX. OFFICIAL PUBLIC RECORDS OF WILUAMSON COUNTY, TEXAS P.R.W.C.TX. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTES: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS C5 S 22'50'16" W 60.00' 609 LOT 2 DUPONT SUBDIVISION CAB. 0, SL. 102 P. R. W. C. TX. CURVE TABLE Curve 1 De3to Radius Length Chord Nearing Chord C1 18'56'42' 342.00' 113.08' N 4928'25' E 112.57' C2 50'53'52" 73.00' 64.85' N 29'46'35' E 62.74' C3 29'09'58" 590.00' 300.34' S 3446'55" E 297.10' C4 34'55'25" 290.00' 176.76' S 6519'21' E 174.04' C5 19'01'38' 716.20' 237.84' N 76'40'33" W 236.75' C6 66'13'40' 881.47 1018.89' S 53'04'33" E 963.11' C7 1712'39' 2083.48' 625.84' S 11'21'23" E 623.49' TEXAS 400' 300' 200' 100' 0' PROJECT: HICKERSOW JOB $UVBEIC 21204-07 DATE: OCTOBER, 2001 SURVEYOR: P.C.SAUYE PARIT DIET. SURVE111N6.AERIAL YAPPING -EN INEERINB 400' 4029 CAPITAL OP TEXAS HIGHWAY, SO. BROOM OAFS PROFESSIONAL PLAZA, SUITE 125 AUSTIN TEXAS, 78704 (512) 447-0575 FAX: (512) 326-3029 EMAIL: SAMIPSAM-INC-AUS. COM GRAPHIC SCALE SKETCH TO ACCOMPANY FIELD NOTE No. 2285 PAGE 4 OF 4 EXHIBIT "C" METES AND BOUNDS DESCRIPTION PARCEL 3A 17.03 Acre Multi Family Zoning Tract FN2286R(BDN) Asa Thomas Survey A-609 November 20, 2001 Williamson County, Texas SAM, Inc. Job No. 21204-07. DESCRIPTION OF A 17.03 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS; SAID 17.03 ACRE TRACT OF LAND,AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference at a 1/2 -inch iron rod found on the south right-of-way line of Gattis School Road (width varies), being the northwest comer of a called 5.000 acre tract of land described in the deed to Vernon L. Jakub, and wife Janeth M. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, pnd the northeast comer of said 105.508 acre tract, and from which point a 1/2 -inch iron rod found for the southeast corner of said 105.508 acre tract bears S 21° 00' 10" E, a distance of 1791.75 feet; THENCE S 56° 18' 11" W, crossing said. 105.508 acre tract, a distance of 861.80 feet to a calculated northeast corner and POINT OF BEGINNING of the tract described herein; THENCE continuing across said 105.508 acre tract, the following twenty (20) courses and distances: 1. S 11° 41' 34" W, a distance of 0.37 feet to a calculated angle point, 2. S 07° 40' 27" E, a distance of 57.25 feet to a calculated angle point, 3. S 54° 30' 00" W, a distance of 33.56 feet to a calculated angle point, 4. S 28° 31' 27" W, a distance of 223.02 feet to a calculated angle point, 5. S 05° 14' 53" E, a distance of 214.77 feet to a calculated angle point, 6. S 27° 46' 01" E, a distance of 191.77 feet to a calculated angle point, 7. S 19° 11' 57" E, a distance of 80.57 feet to a calculated angle point, 8. S 06° 19' 53" W, a distance of 256.15 feet to the calculated southeast comer, 9. N 82° 47' 04" W, a distance of 643.68 feet to a calculated point of curvature, 10. with the arc of a curve to the right, a distance of 176.76 feet through a central angle of 34» 55' 25", having a radius of 290.00 feet and a chord which bears N 65° 19' 21" W, a distance of 174.04 feet to a calculated point of compound curvature, 11. with the arc of a curve to the right, a distance of 300.34 feet through a central angle of 29° 09' 58", having a radius of 590.00 feet and a chord which bears N 34° 46' 55" W, a distance of 297.10 feet to a calculated angle point, 12. N 20° 11' 56" W, a distance of 56.62 feet to a calculated point of curvature, 13. with the arc of a curve to the left, a distance of 64.85 feet through a central angle of 50° 53' 52", having a radius of 73.00 feet and a chord which bears N 29° 46' 35" E, a distance of 62.74 feet to a calculated point of compound curvature, Page 1 of 3 17.03 Acre Multi Family Zoning Tract FN2286R(BDN) Asa Thomas Survey A-609 November 20, 2001 Williamson County, Texas SAM, Inc. Job No. 2120407 14. with the arc of a curve to the left, a distance of 113.08 feet through a central angle of 18° 56' 42", having a radius of 342.00 feet and a chord which bears N 49° 28' 25" E, a distance of 112.57 feet to a calculated point, 15. N 40° 00' 04" E, a distance of 131.39 feet to a calculated angle point, 16. N 01° 41' 23" W, a distance of 112.56 feet to a calculated angle point, 17. N 41° 33' 52" E, a distance of 245.03 feet to a calculated northwest angle point, 18. N 88° 05' 43" E, a distance of 202.39 feet to a calculated angle point, 19. S 89° 55' 23" E, a distance of 182.69 feet to a calculated point of curvature, and 20. with the arc of a curve to .the left, a distance of 259.47 feet through a central angle of 02° 35' 21", having a radius of 5741.58 feet and a chord which bears N 88° 46' 54" E, a distance of 259.45 feet to the POINT OF BEGINNING and containing 17.03 acres of land, more or Tess. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS COUNTY OF WILLIAMSON That 1, Paul C. Sauve, Jr., a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during October 2001 under my direction and supervision. KNOW ALL MEN BY THESE PRESENTS: WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 20th day of A.D. SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy. So, Suite 125 Austin, Texas 78704 Page 2 of 3 f�� ` Paul C. S . ' Jr. Registered ofessiv; Land Surveyor No. 2518 - Sta - �' ember 2001 ERS MEMORANDUM or parts of the text on this page was not GATTIS SCHOOL ROA leanly legible for satisfactory recordation. (RO.W. WIDTH VARIES) P,O.C. (SEE DETAIL P."OA.H"). S89'S5'23"E •N88'05'43"E 182.69' - 202.39' ! C5 N41'33'52245.03C5"E ' N '23"W 112.56' N40'00'04"E 131.39' 4 cb6 S11'41 '34"W 0.37' S07'40'27"E 57.25' S54'30'00"W 33.56' S28'31 '27"W 223.02' S05'14'53"E 214.77' S27'46'01 "E :>. 191.77' S1 911'57"E 80.57' S11'41'34"W 0.37' S07'40'27"E 57.25' DETAIL "A" REMAINDER of A (NOT TO SCALE) CALLED 5.000 AC. VERNON L JAKUB AND WIFE, JANETH M. JAKUB VOL 844, PG. 912 D.R.W.C.TX. (REVISED) INTERCHANGE BUSINESS LOT a PARK SECTION ONE CAB. J, SL 24-25 BLACK A P.R.W.C.TX. TODAY PRA HICKERSON, L.P. (TRACT 1) CALLED 105.508 ACRES DOC.# 2000049743 0.P.R.W.C.TX. A REPLAT OF LDf 1 INTERCHANGE BUSINESS PARK BUCK A SECTION TWO CAB. N, SL 196-199 P.R.W.C.TX. tAr D _ E it10.1 CK D e SACK E • 0 A F.O.C. P.O.H. D.R. W.C. TX. 0.P. R. W. C. TX. P.R. W.C. TX. A.W. GRIMES BOULEVARD (120' WIDE) 10.30 ACRE DOC. No. 2001038661 0.P.R.W.C.TX. (UNDER CONSTRUCTION) PROJECT, HICKER30N JOB NUYYER: 21204-07 CALLED 33.509 AC. DELL COMPUTER HOLDINGS, LP. DOC. / 1999971259 0.P.R.W.C.TX BLOCK A LOT 1 FINAL PLAT OF THE HOMESTEAD" SUBDIVISION CAB. P, SL 89 LEGEND 1/2" IRON ROD FOUND 1/2" IRON ROD WITH CAP SET CALCULATED POINT POINT OF COMMENCEMENT POINT OF BEGINNING 1 MAXSERV, INC. DOC. NO. 9706678 O.R.W.C.TX. BLACK C LOT 1 ASA THOMAS SURVEY, ABSTRACT NO. 609 WILLIAMSON COUNTY, TEXAS LOT 3 CURVE TABLE Curve / Delta Radius Length Chord Hearing Chord C1 34'55'25- 290.00' 176.76' S 6519'21' E 174.04' C2 29'09'58" 590.00' 300.34' S 34'46'55" E 297.10' C3 50'53'52" 73.00' 64.85' N 29'46'35" E 62.74' C4 18'56'42' 342.00' 113.08' ' N 49'28'25- E 112.57' C5 02'35'21' 5741.58' 259.47' N 88'46'54- E 259.45' DEED RECORDS OF WILLIAMSON COUNTY, TEXAS OFFICIAL PUBLIC RECORDS OF' WILLIAMSON COUNTY, PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTES: SEE METES AND BOUNDS DESCRIPTION FOR TEXAS 540' 375' 1 5' 0' 2�0' GRAPHIC SCALE BEARING BASIS DATE: NOVOIeER 20, 2001 SURVEYOR P.C. PARTY CN EF: FNIDNOTE: FN22154R.4ON TECHNNSAN: &O, NEWSOME DRAWIkC: FN223LDWf SCALE: 1-=300' SURVEYINB"AERIAL MAPPING.'ENGINEERING 4029 CAPITAL or Tera HIGHWAY. SO. BROOME OARS PROFESSIONA:. PLAZA, SUITE I AUSTIN Tex**. 75704 (512) 447-0575 FAIL (512) 326-3029 EMAIL- SMIWSAP1-INC-AUS.COP1 SKETCH TO ACCOMPANY FIELDNOTE No. 2286R PAGE 3 OF 3 EXHIBIT "C" ME1ES AND BOUNDS DESCRIPTION PARCEL 3B 27.77 Acre Multi Family Zoning Tract fN2401 R2(CMS) Asa Thomas Survey A-609 January 9, 2002 Williamson County, Texas SAM, inc. Job No. 22005-01 DESCRIPTION OF A 27.77 ACRE TRACT OF LAND LOCATED iN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WiLLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS, AND A PORTION OF A CALLED 10,30 ACRE TRACT OF LAND DESCRIBED IN THE POSSESSION AND USE AGREEMENT FOR TRANSPORTATION PURPOSES, EXECUTED MAY 31, 20 01 AND RECORDED UNDER DOCUMENT NUMBER 2001038661, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS; SAID 27,77 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference at a 1/2 -inch iron rod found on the south right-of-way line of Gattis School Road (width varies), being the northwest comer of a called 5.000 acre tract of land described In the deed to Vernon L. Jakub, and wife, Janeth M. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, and the northeast comer of said 105.508 acre tract, and from which point a %-inch iron rod found for the southeast corner of said 105.508 acre tract bears S 21° 00' 10" E, a distance of 1791.75 feet; THENCE S 21° 00' 10" E, with the west line of said 5.000 acre tract and the west line of Revised Interchange Business Park Section One, a plat of record filed in Cabinet J, Slides 24-25, Plat Records of Williamson County, Texas, a distance of 1081.50 feet to a calculated northeast comer and POINT OF BEGINNING of the tract described herein; THENCE S 21° 00' 10" E, continuing with the west line of said Revised plat, with the west line of A Replat Of Interchange Business Park Section 2, a plat of record filed in Cabinet N, Slides 196-199, Plat Records of Williamson County, Texas, a distance of 710.25 feet to a Ysinch iron rod found for the southeast comer of said 105.508 acre tract, and being the northeast comer of Lot 2, Block A, Dupont Subdivision, as recorded in Cabinet 0, Slide 102 of the Plat Records of Vlrlliamson County, Texas; THENCE S 71° 45' 44" W leaving the west line of said Replat, and with the common Zine of said Lot 2 and said 105.508 acre tract. passing at a distance of 1082.28 feet, a %-inch iron rod found for the northwest corner of said Dupont Subdivision, being a southwesterly ell comer of said 105.508 acre tract, and the northeast comer of a proposed 0.55 acre tract, continuing 2.52 feet into said 105.508 acre tract for a total distance of 1084.76 feet to a '/s -inch iron rod with cap set for a point of curvature; THENCE continuing across said 105.508 acre tract, with the northerly lines of said 0.55 acre tract, the following two (2) courses and distances: 1. with the arc of a curve to the left, a distance of 39.74 feet through a central angle of 06° 09' 14", having a radius of 370.00 feet and a chord which bears S 55° 44' 49" W, a distance of 39.72 feet to a %-inch iron rod with cap set for a point of tangency, and 2. S 52° 40' 11" W, passing at a distance of 50.76 feet a curving southwesterly line of said 105.508 acre tract, being the northeasterly right-of-way line of a called 10.30 acre tract of land described in the Possession and Use Agreement For Transportation Purposes, executed May 31, 2001 and recorded under Document Number 2001038661, Official Public Records, Williamson County, Texas, said 10.30 acre tract now existing as A.W. Grimes Boulevard (120' wide), continuing 60.00 feet for a total distance of 110.73 feet to a calculated point on its centerline; Page 1 of 4 27.77 Acre Multi Family Zoning Tract FN2401 R2(CMS) Asa Thomas Survey A-609 January 9, 2002 Williamson County, Texas SAM, Inc. Job No. 22005-01 THENCE with the curving centerline of said A.W. Grimes Boulevard, to the left, a distance of 402.91 feet through a central angle of 32° 13' 58", having a radius of 716.20 feet and a chord which bears N 51° 02' 45" W, a distance of 397.82 feet to a calculated southwesterly comer of the tract described herein; THENCE N 22° 50' 16" E. a distance of 60.00 feet to a calculated angle point on a northeasterly line of said A.W. Grimes Boulevard, being a southwesterly line of said 105.508 acre tract; THENCE again crossing said 105.508 acre tract the following sixteen (16) courses and distances: 1. N 16° 27' 36" W, a distance of 247.36 feet to a calculated angle point, 2. N 59° 50' 59" E, a distance of 97.95 feet to a calculated angle point, 3. N 82° 47' 04" W, a distance of 385.93 feet to a calculated angle point, 4. N 04° 47' 00" E, a distance of 50.37 feet to a calculated angle point, 5. S 82° 47' 04" E, a distance of 426.29 feet to a calculated angle point, 6. N 06° 19' 53" E, a distance of 256.15 feet to a calculated angle point, 7. N 19" 11' 57" W, a distance of 80.57 feet to a calculated angle point, 8. N 27° 46' 01" W, a distance of 191..77 feet to a calculated angle point, 9. N 05" 14' 53' W, a distance of 214.77 feet to a calculated angle point, 10. N 28° 31' 27" E, a distance of 223.02 feet to a calculated angle point, 11. N 54° 38' 06" E, a distance of 33.67 feet to a calculated angle point, 12. S 14' 27' 53" W, a distance of 44.64 feet to a calculated angle point, 13. S 26° 37' 38" W, a distance of 95.83 feet to a calculated angle point, 14. S 03° 05' 40" W, a distance of 371.36 feet to a calculated angle point, 15. S 18° 57' 51" E, a distance of 10.65 feet to a calculated angle point, and 16. N 88° 07' 43" E, a distance of 1082.28 feet to the PONT OF BEGINNING and containing 27.77 acres of land, more or less. Page 2 of 4 27.77 Acre Multi Family Zoning Tract Asa Thomas Survey A-609 Williamson County, Texas FN2401 R2(CMS) January 9, 2002 SAM, inc. Job No. 22005-01 Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON That I. Paui C. Sauve. Jr., a Registered Professional .Land Surveyor. do hereby certify that the above description is true and correct to the best ofmy knowledge and belief and that the property described herein was determined by a survey made on the ground during October 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 9`" day of Janu, 2002 A. _SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy. So, Suite 125 Austin, Texas 78704 Page 3 of 4 Paul C. Sauve, " Registered. Professional Lan . Surveyor No. 2518 - State of T GATTIS SCHOOL ROAD (FL OA WIDTH VARIES) 1 6 7 4 D 6 6 P.O.C. TODAY PRA H1CKERSON. L. (TRACT 1) CALLED 105.508 ACRES DOC.// 2000049743 O.P.R. W, C, TX. P. N54'38'06"E 33.6r N28'31'2YE 223.02' NOSI 4'53'W 2H.77 N2r46'Ot'W 191.77 N19'i1'57 W 50.57' NO519'5Ye 225603' S82.470411 - 426.2g' /404'47'00.E 50.37' N82'4TD4'W 385.93' N59"50'39"E 97.95 /418"27.313•W 247.38' N22'50'18 A.W. GRIMES BOULEVARD (120' IMOE) 10.30 ACRE DOC, No. 1001038651 0.P.R.W.C.TX. (UNDER CONSTRUCTION) S52'40'114W 110.73' T os 514'27'53'W 44.54' 520'37'38E 95.83' ij `a` ,Q6P.0.8.4 N88'07 43"C 1082.28' REMAINDER Of A CALLED 5.000 AC. VERNON L JAKUB AND NtFE, JANETH M, JAKUB VOL 844, PG. 912 0.R.W.C.TX. ..INTERCHANGE BUSINESS al LOT a PARK ' SECTION ONE CAB. J, SL 24-25 BLOCK A P.R.W.C.Tx. • 0 A P.O.C. P.D.H. C.R. W.C. TX. O.P.R.W.C.Tx. P.R.W.C.TX. CALLED 33.509 AC. DELL COMPUTER HOLDINGS, L.P. DOC. 1 1999971259 0.P.R.W.C.TX, BLOCK A LOT 1 FINAL PLAT Of 'THE HOMESTEAD" SUBDINASION CAB. P, SL. 09 P.R.W.C.TX. LEGEND 1/2" IRON ROD FOUND 1/2" IRON ROD WITH CAP SET CALCULATED POINT POINT OF COMMENCEMENT POINT OF BEGINNING DEED RECORDS OF WILLIAMSON 27.77 ACRES 4.4 tser I INTERCHANGE BPLATUSINESS BOCK A SECTIONKTwo CAB. N, SL 195-190 P.R.W.C.TX, LOT x IVt VSD LOT 2 DuPON ( SUBDIVISION CAB. 0, SL 102 P.R. W.C.TX. UAXSERV, INC. DOC. NO. 9706678 O.R.W,C.TX. BLOCK c 1M 1 ASA THOMAS SURVEY, ABSTRACT NO. 609 WILLIAMSON COUNTY, TEXAS CURVE TABLE: va DO to Radius rig; ► or - . , nq Chord C3 06'O9'14' 370,00' 38.74' S 5544'49" W 3972' C4 3214:2r 716.70' 1.02.91' N 51'02'45' w 397.82' COUNTY. TEXAS RECORDERS MEMORANDUM All or parts of the text on this page was not clearly legible for satisfactory recordation, OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS "l PLAT RECORDS OF WILUAMSON COUNTY. TEXAS NOTES: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS aos wrKi(: zOol a slim1.A ' F WG n. ►lair Cuts: FidD0oo1C i1ohen- 4.e 2 aDll/Gii7Rf.. Ann, 1 375. 4029 C•rrTAL Or Taus Hlaw.sr, 50. DROatc psis PROPCialONA1. PEAL. SUrrE ICS Auth» TUXAa. 7070A tSf2) 467-0676 FAN. {1.1?) i2b-3029 EMAIL. SAMI►SAM-INC-AU8_ COM GRAPHIC SCALE SKETCH TO ACCOMPANY FIELDNOTE Na. 240IR2 PAGE 4 OF 4 EXHIBIT "C' METES AND BOUNDS DESCRIPTION PARCEL 4 11.51 Acre Single Family Zoning Tract FN2282R2(CMS) Asa Thomas Survey A-609 January 9, 2002 Williamson County, Texas SAM, Inc. Job No. 22005-01 DESCRIPTION OF AN 11.51 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS; SAID 11.51 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference at a 1/2 -inch iron rod found on the south right-of-way line for Gattis School Road (width varies), being the northwest comer of a called 5.000 acre tract of land described in the deed to Vernon L. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, and the northeast corner of said 105.50 'acre tract, and from which point a %-inch iron rod found for the southeast comer of said 105.508 acre tract bears S 21° 00' 10' E, a distance of 1791.75 feet; THENCE S 21° 00' 10" E, with the west line of said 5.000 acre tract, being common with the east line of said 105.508 acre tract, a distance of 541.69 feet to a calculated point for the northeast comer and POINT OF BEGINNING of the tract described herein; THENCE S 21' 00' 10" E, continuing with said common fine, passing at a distance of 376.69 feet a %-inch iron rod found for the southwest comer of said 5.000 acre tract, being the northwest corner of Lot _ 6, Block A, (Revised) Business Park Section One, a subdivision of record filed in Cabinet J, Slide 24, Plat Records of Williamson County, Texas, continuing for a total distance of 539.81 feet to a calculated southeastern angle point of the tract described herein; THENCE leaving said common line and crossing said 105.508 acre tract, the following six (6) courses and distances: 1. S 88° 07' 43" W, a distance of 1082.39 feet to the calculated southwest corner of the tract described herein, 2. N 18° 57' 51"W, a distance of 10.65 feet to a calculated point, 3. N 03° 05' 40" E, a distance of 371.36 feet to a calculated point, 4. N 26° 37' 38" W, a distance of 95.83 feet to a calculated point, 5. N 14° 27' 53" E, a distance of 44.64 feet to a calculated point and Page 1 of 3 11.51 Acre Single Family Zoning Tract FN2282R2(CMS) Asa Thomas Survey A-609 January 9, 2002 Williamson County, Texas SAM, Inc. Job No. 22005-01 6. N 88* 07' 43" E, a distance of 904.06 feet to the POINT OF BEGINNING and containing 11.51 acres of land, more or less. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON That I, Paul C. Sauve, Jr., a Registered Professional Land Surveyor, do hereby certifythat the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during May 2001 under my direction and supervision. WITNESS MY HAND AND SEAL et Austin, Travis County, Texas this the SURVEYING AND MAPPING, Inc, 4029 Capital Of Texas Hwy. So, Suite 125 Austin, Texas 78704 Page 2 of 3 ay of January, 2091 A.D. P - ul C. Sauv, ' Jr. Registered Professio No. 2518 - State of T-xas r Land Surveyor GATTIS SCHOOL ROAD (ROW WIDTH VARIES) 1/2 IRON ROD FOUND P.O.C. Na8'0r43'E 9 06' "---. N14 27'53 E 44.54' N2W313$'1Y 4583' 11.51 ACRES REMAINDER OF A CALLED 3.000 AC. VERNON L. JANUS ANO WE. AWN L1. JAICUB VOL 044. PG. 912 D.R.W.C.TX. P.O,B. .4 LOT e, BLOCK A INTERCHANGE BUSINESS PARK SECTION ONE CAB. 4 AR4 St- tTx24 S8$'Or43W TODAY PRA NICKERSON, L.P. CALLED 105.508 ACRES DOC.# 2000049743 O.P.R.W.C.TX. 1082.39' A.W, GRIMES BOULEVARD (120' *DE) ASA THOMAS SURVEY, ABSTRACT NO. 609 00C. No. 2001038661 WILLIAMS.ON COUNTY. TEXAS O.P_R.W.C.TX. (UNDER CONSTRUCTION) LEGEND • 1/2" IRON ROD FOUND. UNLESS OTHERWISE NOTED © CONCRETE MONUMENT WITH BRASS DISK FOUND A CALCULATED POINT P.O.C. POINT OF CEMMENCEMENT P.O.B. POINT OF BEGINNING D.R.W.C.TX. DEED RECORDS OF WILUAMSON COUNTY. TEXAS O.P.R,W.C.TX, OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS P.R,W.C.TX. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS LOT 2 DuPONT SUBDIVISION CAS. 0. SL, 102 P.R.W.C.TX. BLOCK A LOT 1 A REPLAT Or INTERCHANGE BUSINESS PARK SECTION TWO CAB. N. St. 198 P.R.W,C.7X. LOT 2 BC6 °41 11141 \--°-BLOCK C RECORDERS MEMORANDUM All or parts of the text on this page was not clearly legible for satisfactory recordation, NOTES: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS GRAPHIC SCALE SKETCH TO 6329 CAPITAL P -WAS a0. ACCOMPANY AT'V T: TT'T Tl BPOWC 0..h PRoressm,..t PLAZA SuATP in AUSTIN TCiA,. ?VOL (512) 647.3575 FAA: (812) 326.3029 EMAIL. SAM•SAM-INC-AUS-COM NOTE No. 2282R2 PAGE 3 21_2_2 EXHIBIT "C" METES AND BOUNDS DESCRIPTION PARCEL 5 6.19 Acre Commercial Zoning Tract FN2283R(BDN) ASA Thomas Survey A-609 OCTOBER 31, 2001 Williamson County, Texas SAM, Inc_ Job No. 21204-07 DESCRIPTION OF A 6.19 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS, ALSO BEING A PORTION OF A CALLED 10.30 ACRE TRACT OF LAND DESCRIBED IN THE POSSESSION AND USE AGREEMENT FOR TRANSPORTATION PURPOSES, EXECUTED MAY 31, 2001 AND RECORDED UNDER DOCUMENT NUMBER 2001038661, OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; SAID 6.19 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 -inch iron rod found for the northeast corner of Lot 2, Block A , George Subdivision, a plat of record filed in Cabinet 0, Slide 228, Plat Records of Williamson County Texas, and in the west line . of Lot 3, of the DuPont Subdivision, a plat of record filed in Cabinet, 0, Slide 102, Plat Records of Williamson County, Texas, also being the southeast corner of the tract described herein; THENCE S 69° 10' 15" W , with the north line of said Lot 2, passing at a distance of 358.78 feet a %-inch iron rod with cap found for the southeast corner of said 10.30 acre tract, passing at a distance of 363.97 feet a %-inch iron rod found for the northwest corner of said Lot 2 and continuing a total distance of 419.24 feet to a calculated point on the centerline of said 10.30 acre tract (A.W. Grimes Boulevard), for the southwest corner of the tract described herein; THENCE with said centerline and the west line of the tract described herein the following three (3) courses and distances: 1. with the arc of a curve to the right, a distance of 404.11 feet through a central angle of 16° 09' 51", having a radius of 1432.39 feet, and a chord which bears N 05° 50' 07" W, a distance of 402.77 feet to a calculated point of tangency, 2. N 02° 14' 49" E, a distance of 349.90 feet to a calculated point of curvature, and 3. with the arc of a curve to the left, a distance of 464.71 feet through a central angle of 37° 10' 35", having a radius of 716.20 feet, and a chord which bears N 16° 20' 29" W, a distance of 456.60 feet to a calculated point for the northwest corner of the tract described herein; THENCE continuing to cross said 10.30 acre tract and said 105.508 acre tract N 52° 40' 11" E, a distance of 74.35 feet to a'/2 -inch iron rod with cap set for the northeast corner of the tract described herein; Page 1 of 3 6.19 Acre Commercial Zoning Tract FN2283R(BDN) ASA Thomas Survey A-609 OCTOBER 31, 2001 Williamson County, Texas SAM, Inc. Job No. 21204-07 THENCE continuing to cross said 105.508 acre tract the following three (3) courses and distances: 1. with the arc of a curve to the left, a distance of 22.71 feet through a central angle of 86° 44' 22", having a radius of 15.00 feet, and a chord which bears S. 09° 18' 00" W, a distance of 20.60 feet to a %2 -inch iron rod with cap set for point of reverse curvature, 2. with the arc of a curve to the right, a distance of 303.15 feet through a central angle of 22° 22' 38", having a radius of 776.20 feet, and a chord which bears S 22° 52' 52" E, a distance of 301.23 feet to a %-inch iron rod with cap set, and 3. N 78° 20' 00" E, a distance of 75.09 feet to a '/2 -inch iron rod set in the west line of said Lot 2, Dupont Subdivision, same being an east line of said 105.508 acre tract for a northeast corner of the tract described herein; THENCE with said common line and the west line of said Lot 3 S 20° 34' 53" E, a distance of 856.47 feet to the POINT OF BEGINNING and containing 6.19 acres of land, more or less. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS COUNTY OF WILLIAMSON KNOW ALL MEN BY THESE PRESENTS: That 1, Paul. C. Sauve, Jr., a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during October 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 31st day of 0 •ber 2001 A.D. SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy. So, Suite 125 Austin, Texas 78704 GHQ.�O ' W 9 o•�•y ) Pe C. SAUV.JR. �y 2518 aQs2� 5U 0 • /1,4146e, Paul C. Sa egistered `rofe , •nal Land Surveyor 2518 - State of Texas Page 2 of 3 • All or parts of the text on this page was not clearly leo ble for satisfactory recordation. N REMAINDER OF A CALLED 33309 AC. DELL COMPUTER HOLDINGS, L.P. DOC. f 1999971259 O.P.R. W.C.TX. 1 0 A P.O.B. D.R. W. C. TX. C3 A=86'44'22* R=15.00' L=22.71' T=14.17' CB=S09' 1 (3'00"W �18.20Op„E C=20.60 75-09 MAXSERV, INC. LE GRIMES BOULEVARD (120' WIDE) 2 10.30 ACRES DOC. No. 2001038661 0.P.R.W.C.TX. (UNDER CONSTRUCTION) BLOCK A LOT 1 FINAL PLAT OF "THE HOMESTEAD” SUBDIVISION CAB. P, SL.89 P.R. W. C. TX. C1 A=16'09'51" R=1432.39' L=404.11' T=203.40' CB=N05'50'07"W C=402.77' C2 A=37'10'35* R=716.20' L=464.71' T=240.86' C8=N 16'20'29"W C=456.60' LEGEND DOC. NO. 9706678 O.R. W. C. TX. LOT 2 DuPONT SUBDIVISION CAB. 0, SL. 102 P.R. W. C. TX. C4 A=22'22'38" R=776.20' L=303.15' T=153.53' CB=S22'52'52"E C=301.23' LOT 3 DuPONT SUBDIVISION CAB. 0, SL. 102 P.R.W.C.TX. P.O.B. 1/2" IRON ROD FOUND (UNLESS 1/2" IRON ROD WITH CAP SET CALCULATED POINT POINT OF BEGINNING DEED RECORDS OF WILLIAMSON COUNTY, TEXAS 1 OTHERWISE NOTED) BLOCK A GEORGE SUBDIVISION CAB. 0, SL. 228 P.R. W. C. TX. V ASA THOMAS SURVEY, ABSTRACT NO. 609 WILLIAMSON COUNTY, TEXAS 0.P.R.W.C.TX. OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS P.R.W.C.TX. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTE: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS. 200' 150' 100' 50' 0' 100' 200' GRAPHIC SCALE PROJECT: HICKERSDN JOB HUMBER: 21204-07 DATE: OCTOBER 30. 2001 SURVEYOR: P.C. SAUTE, JR PARTE CHIEF: FR:LDBOOR: FIELDNOTE: FN2253.BDN TECHNIC,AN B.D. NEW5OWE DRAWING: FN22B3.DWG SCALE: 1-=200' SURVEYING>AERIAL MAPPING•ENGINEERING s 1110. 4029 CAPITAL OF TEXAS HIGHWAY, SO. BRODIE OARS PROFESSIONAL PLAZA, SUITE 125 AUSTIN TEXAS, 78704 (512) 447-0575 FAX: (512) 326-3029 EMAIL: SAMCSAM-INC-AIJS.COM SKETCH TO ACCOMPANY FIELDNOTE No. 2283R PAGE 3 OF 3 • • 1 I 1 1%4 1114 I HIM Ii j a I I,�E+ 1 ii JOYCE MN& • 1 1 ott • \ 1 SOWN CRUX DR/PE `k1I� \ \\`` COER5 MEMORANDUM All or parts of the text on this page was not elearly legible for satisfactory recordation. EXHIBIT C-1 ti a KK wrz.K K�4 "1111111 Si EsteJJA9'StS S*IV� d kKK '.t jIi111111;i11111111"14111 EXHIBIT "D" DEVELOPMENT STANDARDS DEVELOPMENT PARCEL " 3A" TOWNHOUSE DEVELOPMENT PARCELS The following Development Standards shall apply to all development on portions of the Property which are identified as Development Parcel " 3A " on the Plan attached hereto as Exhibit "C". 1. PERMITTED USES: The following principal uses are permitted: A maximum of two -hundred (200) Townhouse residential dwelling units, together with accompanying recreational amenities, shall be permitted on Parcel 3A. Townhouse residential dwelling units shall be defined as two or more dwelling units constructed with common or abutting walls together with any associated common areas. No Townhouse residential dwelling units may be constructed on top of any other dwelling units, provided however, this does not prevent portions of any such two story dwelling unit(s) from partially encroaching over the top of or below another unit. Senior independent living, assisted living or nursing homes licensed by the State of Texas. The total number of living units for independent living or assisted living shall not exceed two -hundred 200) dwelling units. The total number of patient rooms in a nursing home shall not exceed two -hundred (200). Senior housing shall be restricted to persons 55 years or older or those who qualify for a HUD exemption from the prohibition against familial status discrimination under the Fair Housing Act. @1WDOX\CORK\CNUPUDS\TOWNCENT\EXHIBI \00020042.DOC/cdc 1. The total number of units permitted on parcel 3A, whether townhouse residential, senior independent living, assisted living, nursing home or any combination of these uses shall not exceed two hundred (200) units. All Townhouse residential 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. In addition to the residential uses stated above, any portion of Parcel 3A may be developed and used for any use permitted on Parcel 2 in accordance with all of the standards set forth for development on Parcel 2 in this Exhibit D. The requirements of this Agreement replace 11.320 (3), (q) and (r) of the Code. 2. HEIGHT: No building on the Property shall exceed two (2) stories in height. except as otherwise specified herein. The requirements of this Agreement replace 11.310 (4), (b), (iii) and (iv) of the Code. 3. DESIGN STANDARDS: 3.1 Exterior Finish: The exterior finish of all buildings shall be 100 percent masonry, except for doors, windows, roofs, patios, balconies, awnings, gutters, special decorative features and trim. Masonry shall mean stone, simulated stone, brick, stucco, or cement based siding such as "Hardi Plank", or such other similar quality material approved in writing by the Director of Planning. Cement based siding or stucco shall not comprise more than a combined total of fifty percent (50%) of the exterior finish (breezeways, free standing garages and patio or balcony insets are not included in this calculation). 3.2 Roofing Materials: Roofing materials shall consist of twenty-five (25) year architectural dimensional shingles, tile or pre -finished, non -reflective metal, or such other similar quality material approved in writing by the Director of Planning. 3.3 Building Elevations: Any wall in excess of seventy-five (75') feet in length shall include off sets approved by the Director of Planning, to preclude a box design. O;\W DOX\CORR\GNLTUDS\TOW NCENI\EXHIBI7\00020042.DOC/cdc 2. 3.4 Special Design Features: All buildings, other than garages, shall contain a minimum four (4) of the following design features, which shall be chosen by the Owner. The design features are as defined in Identifying American Architecture, by John Blumenson, 2nd Edition, Copyright 1981, W.W. Norton & Co., N.Y. 3.4.1 Bow window. 3.4.2 Bay window. 3.4.3 Arched window. 3.4.4 Gable window. 3.4.5 Oval or round windows. 3.4.6 Shutters. _ 3.4.7 Arched entry, balcony or breezeway entrance. 3.4.8 Stone or brick accent wall. 3.4.9 Decorative stone or brick band. 3.4.10 Decorative tile. 3.4.11 Veranda, terrace, porch or balcony. 3.4.12 Projected wall or dormer. 3.4.13 Variation of roof lines on the building. 3.4.14 Decorative caps on chimneys. 4. BUILDING SEI"BACKS: 4.1 Primary Building Setbacks: 4.1.2 Minimum building setbacks from any public street shall be twenty (20) feet. 4.1.3 Minimum building setbacks from all internal property lines shall be twenty-five (25) feet. 4.1.4 Minimum setbacks from abutting single family residential lots (Parcel 4), measured from the abutting property line, shall be as follows: • Minimum building setbacks for one-story portions of apartment buildings shall be 25 feet. • Minimum building setbacks for two-story portions of apartment buildings shall be 50 feet. • Minimum building setbacks for three-story portions of apartment buildings shall be 100 feet. O:\WDOX CORR\GNLTUDS TOWNCENT\EXHIBM00020042:DOCJcdc 3. 4.2 Carports and garages: 4.2.1 Street Yard setbacks: Carports and garages shall not be permitted within any street yard or within the landscape easements identified on Exhibit "C". 4.2.2 All other yard set backs: Carport and garage setbacks for all other yards shall be fifteen (15') feet. 5. PHASED DEVELOPMENT: When development is phased on the parcel and such phasing is designed to be part of a single development, setback requirements will not apply between development phases, unless access to any such development phase is provided directly from a public street, in which case the street yard setback shall apply to the frontage on such street. 6. SERVICE AREAS: 6.1 Trash Storage Refuse storage enclosures are required for all residential buildings. Enclosures must be of sufficient height to visually screen all refuse containers. All enclosures must be constructed of permanent materials (concrete, masonry, split face block, wood, etc.), which are compatible with the building it serves. Refuse storage areas must be designed to contain all refuse generated on-site between collections. Gates shall be required only if required to achieve the required visual screening. 6.2 Street Level Mechanical Equipment: All ground -mounted service equipment (e.g., air conditioners, transformers, trash collection equipment) related to each building shall be visually screened and landscaped. Large equipment shall be visually screened and landscaping shall be used to soften the visual appearance of the walls enclosing service areas. Service areas must be paved and drained. 6.3 Roof Mounted Mechanical Equipment: All roof mounted mechanical equipment must be visually screened from view from the public streets and Development Parcel 4, from a height that is five (5) feet above grade measured at the lot line of the lot the building is located on. Screening must be compatible with the building design. 7. LANDSCAPING: 7.1 Landscape Easement: A twenty (20) foot) wide landscape easement shall be provided adjacent to all public streets. O:\W DOX\CORK\GNL\DUDS\TOWNCENT\EXHIBIT\00020042.DOC/cdc 4. All areas located within these landscape easements shall be used solely for the purpose of landscaping, except for sidewalks, driveways crossing the easement, lighting, monument signs, irrigation, entry features, underground utilities, meters, utility structures and equipment required to provide utilities to the Property. Surface drainage swales may be placed within the landscape easements, provided that they are first approved by the Director of Planning as part of a comprehensive landscape plan. Drainage detention and water quality structures are prohibited in landscape easements. Landscaping within landscape easements shall be credited against Street Yard Landscape requirements. 7.2 Street Trees: Street trees shall be planted within the landscape easement adjacent to all public streets. Street trees shall be planted in compliance with the following criteria 7.2.1 Spacing of and size of trees shall meet the following criteria: • Large size tree species shall have a minimum caliper size of 3.5 inches and shall be spaced no more than 40 feet apart. • Medium size tree species shall have a minimum caliper size of 2.5 inches and shall be spaced no more than 30 feet apart. • Small size tree species shall have a minimum caliper size of 1.5 inches and shall be spaced no more than 20 feet apart. • Tree species size shall be determined by the Urban Forester. 7.2.2 Street trees shall be planted to avoid interference with street lights, signage and other fixtures. 7.2.3 Street trees shall be planted at least eight feet (8) from edge of driveways. 7.2.4 Street trees shall be kept out of street intersection triangles at a minimum of 35 feet by 35 feet measured from the face of curb. 7.2.5 Street trees shall be planted no less than 5 feet from underground utilities and 15 feet from overhead lines. 7.2.6 Street trees shall be planted no less than 5 feet from fire hydrants. 7.2.7 Street trees shall be planted no Less than 8 feet from the back of curb along A. W. Grimes Boulevard and no less than 4 feet from back of curb along all other public streets. O:\W DOX\CORR\GNL\PUDS\TOW NCENT\EXHIBIT00020042.DOC/cdc 5. 7.2.8 Caliper size, height, measurement and other specifications shall be as specified in American Standards for nursery stock (ANSI260.1.). 7.2.9 Planting Plan: The Owner shall submit a street tree planting plan in conjunction with the submittal of construction plans for the first phase of each Development Parcel identified on Exhibit C. 7.2.10 Street trees shall be irrigated by a permanent automatic irrigation system constructed to City standards by the Owner 7.2.11 Street trees and their associated irrigation system shall be planted and inspected prior to the issuance of the first Certificate of Occupancy for each Development Parcel identified on Exhibit C. 7.2.12 A fiscal maintenance guarantee shall be provided by the Owner, which provides for replacement of street trees and repair of irrigation systems for a period of two years following the initial inspection. The Urban Forester shall have the authority to identify all trees and other plant materials, which require replacement within the two-year maintenance guarantee period. The fiscal guarantee period shall be extended for one year for all plants that are replaced. 7.2.13 A Property Owners Association (POA) shall be established, funded and assigned the responsibility for ongoing maintenance, repair and replacement of both street trees and irrigation. Irrigation shall be paid for by the POA. 7.3 Open Space: All parcels for which a building permit and a Certificate of Occupancy have been issued and which do not contain buildings, structures, parking lots, sidewalks, fountains, site furniture or other improvements, including, but not limited to, front, side and rear building set back areas, and all areas between the curb line and the property line, must be planted, landscaped, and maintained in good condition. The landscape planting must provide for easy maintenance. Utility easements will be landscaped consistent with other landscape areas where allowed by the respective utility company. All such landscaped areas not planted in groundcover or shrub beds will be planted in grasses, preferably sod. Over -seeding in fall with cool season native grasses is allowed. The area located within the 25 -year flood plain may be seeded for grass without requiring additional plant materials 7.4 Rights of Way: Areas within public street rights-of-way must be landscaped and irrigated only in accordance with a license agreement with the City. O:\W DOX\CORR\GNL\PUDS\TOW NCEN7\EXHIBIT\00020042. DOC/c& 6. Utility easements will be landscaped consistent with other landscape areas where allowed by the respective utility company. 7.5 Irrigation: An underground, automatic irrigation system must be installed in all landscaped areas, other than areas approved by the Director of Planning for plant materials that do not normally require irrigation. Sprinkler heads must be located to effectively water the landscaped areas with minimal spray onto roadways, parking areas and walkways. All irrigation systems shall be inspected and approved prior to the issuance of a certificate of occupancy for the building for which the landscaping is required. 8. UTILITY LINES: All utility service lines must be underground to connection points provided by the utility service provider. All transformers must be visually screened. 9. FENCING: Fencing may be constructed in any yard and along any property line for the purpose of screening or security. When fencing is constructed it shall meet the following standards: 9.1 Street Yard: Fencing in street yards shall be constructed of wrought iron with stone or brick columns. All columns shall be set in concrete to ensure a sturdy and durable fence. Street yard fence materials shall wrap around and extend a minimum of fifty feet (50') along side property lines. 9.2 Other Yards: Fencing in yards other than street yards shall be constructed of wood, woodcrete, masonry or wrought iron. All fence posts shall be either masonry or rust resistant steel, treated wood or similar material set in concrete. The finished side of all perimeter fencing shall face the outside of the development. 9.3 Fencing adjacent to trail: Fencing adjacent to the trail shall be constructed of wrought iron with stone or brick columns. All columns shall be set in concrete to a sufficient depth to ensure a sturdy and durable fence. 10. SITE PLAN REQUIRED: A site plan for each phase of development shall be submitted to the City to ensure compliance with the terms of this Agreement prior to the issuance of each building permit. 11. SIGNS: All freestanding signs shall be Monument Signs, as defined by the Code and modified by this Agreement. OAWDOX\CORK\GNL\PUDS\TOWNCENT\EXHEBI T\00020042.DOCkdc 7 12. VEHICLES IN STREET YARDS: No recreational vehicles, boats, trailers or commercial trucks shall be permitted to be parked in any street yard. Standard Sport Utility Vehicles are not restricted by this section. 13. PARKING STANDARDS: The following parking requirements shall be provided with each phase of development. Parking spaces for each one bedroom dwelling unit. Parking spaces for each two bedroom dwelling unit. Parking spaces for each three bedroom dwelling unit. 1.5 spaces 2.0 spaces 2.5 spaces Additional parking in the amount equal to five percent (5%) of the combined parking required for the dwelling units shall be provided to accommodate guest parking_ All parking spaces shall be a minimum of nine feet (9') wide. No tandem parking shall be permitted except where garages are provided, which are attached directly to the apartment unit they serve and the tandem space is located behind the garage door and assigned to the same unit s as the garage. Alternative parking standards or requirements may be approved by the Director of Planning for senior independent living, assisted living and nursing homes based on a specific site plan. 14. PEDESTRIAN ACCESS TO SHOPPING CENTER A sidewalk, which provides pedestrian access from the apartments constructed on Parcel 3A to the shopping center and Town Center constructed on Parcel 2, shall be constructed as part of each phase of apartment development. This sidewalk shall connect to the sidewalks to be constructed along Town Centre Drive. OAWDOX\CORR\GNLTUDS\TOW NCEN7\EXHI BIT\00020042.DOC/cdc 8. DEVELOPMENT PARCEL " 3B" TOWNHOUSE & SINGLE FAMILY PARCEL The following Development Standards shall apply to all development on portions of the Property which are identified as Development Parcel " 3B " on the Plan attached hereto as Exhibit "C". 1. PERMI L'IED USES: The following principal uses are permitted: A maximum of two -hundred (200) townhouse residential dwelling units, together with accompanying recreational amenities, shall be permitted on Parcel 3B. Townhouse residential dwelling units shall be defined as two or more dwelling units constructed with common or abutting walls together with any associated common areas. No Townhouse residential dwelling units may be constructed on top of any other dwelling units, provided however, this does not prevent portions of any such two story dwelling unit(s) from partially encroaching over the top of or below another unit. Senior independent living, assisted living or nursing homes licensed by the State of Texas. The total number of living units for independent living or assisted living shall not exceed two -hundred (200) dwelling units. The total number of patient rooms in a nursing home shall not exceed two -hundred (200). Senior housing shall be restricted to persons 55years of age or older or those who qualify for a HUD exemption from the prohibition against familial status discrimination under the Fair Housing Act. The total number of units, whether townhouse residential, senior independent living, assisted living, nursing home or any combination of these uses shall not exceed two -hundred (200) units. All Townhouse residential 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 platted as 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. In addition to the uses stated above, any portion of Parcel 3B may be developed into single family lots in accordance with all the standards set forth for development on Parcel 4 in this Exhibit D. OAW DOX\CORWNLTUDS\TOW NCENTEXHIBIT90020042.DOC{cdc 9. Portions of Parcel 3B not utilized for townhouse development may be developed into single family lots in accordance with the standards set forth in this Agreement for Parcel 4. The requirements of this Agreement replace 11.320 (3), (q) and (r) of the Code. 2. HEIGHT: No building on the Property shall exceed two (2) stories in height. except as otherwise specified herein. The requirements of this Agreement replace 11.310 (4), (b), (iii) and (iv) of the Code. 3. DESIGN STANDARDS: 3.1 Exterior Finish: The exterior finish of all buildings shall be 100 percent masonry, except for doors, windows, roofs, patios, balconies, awnings, gutters, special decorative features and trim. Masonry shall mean stone, simulated stone, brick, stucco, or cement based siding such as "Hardi Plank", or such other similar quality material approved in writing by the Director of Planning. Cement based siding or stucco shall not comprise more than a combined total of fifty percent (50%) of the exterior finish (breezeways, free standing garages and patio or balcony insets are not included in this calculation). 3.2 Roofing Materials: Roofing materials shall consist of twenty-five (25) year architectural dimensional shingles, tile or pre -finished, non -reflective metal, or such other similar quality material approved in writing by the Director of Planning. 3.3 Building Elevations: Any wall in excess of seventy-five (75') feet in length shall include off sets approved by the Director of Planning, to preclude a box design. 3.4 Special Design Features: All buildings, other than garages, shall contain a minimum four (4) of the following design features, which shall be chosen by the Owner. The design features are as defined in Identifying American Architecture, by John Blumenson, 2nd Edition, Copyright 1981, W.W. Norton & Co., N.Y. 3.4.1 Bow window. 3.4.2 Bay window. 3.4.3 Arched window. 3.4.4 Gable window. \W DOX\CORKGNLTUDS\TOW NCENTNEXHIBIT\00020042.DOC/cdc 10. 3.4.5 Oval or round windows. 3.4.6 Shutters. 3.4.7 Arched entry, balcony or breezeway entrance. 3.4.8 Stone or brick accent wall. 3.4.9 Decorative stone or brick band. 3.4.10 Decorative tile. 3.4.11 Veranda, terrace, porch or balcony. 3.4.12 Projected wall or dormer. 3.4.13 Variation of roof lines on the building. 3.4.14 Decorative caps on chimneys. 3.5 Access for townhouse development: Access drives for all development other than single family development shall be to Bryant Drive or Town Centre Drive. 4. BUILDING SE 1'BACKS: 4.1 Primary Building Setbacks for townhouse development: 4.1.2 Minimum building setbacks from A. W. Grimes Boulevard and Bryant Drive shall be thirty -feet (30'). 4.1.3 Minimum building setback from any other public street shall be twenty (20) feet. 4.1.4 Minimum rear yard building setbacks shall be twenty (20) feet. 4.1.5 Minimum spacing between buildings shall be twenty-five (25) feet. 4.1.6 Minimum setbacks from abutting single family residential lots (Parcel 4), measured from the abutting property line, shall be as follows: • Minimum building setbacks for one-story portions of townhouses shall be 25 feet. • Minimum building setbacks for two-story portions of townhouses shall be 50 feet. 4.2 Carports and garages: 4.2.1 Each townhouse dwelling unit containing only one bedroom shall include an attached or detached one car garage. 4.2.2 Each townhouse dwelling unit containing two or more bedrooms shall include an attached or detached two car garage. 4.2.3 Street Yard setbacks: Garages shall not be permitted within any street yard or within the landscape easements identified on Exhibit "C". OAW DOWORR\CNIRUDS\TOW NCENT\EXHIBIT\00020042.DOC/cdc 11. 4.2.4 All other yard set backs: Garage setbacks for all other yards shall be fifteen (15') feet. 5. PHASED DEVELOPMENT: When development is phased on the parcel and such phasing is designed to be part of a single development, setback requirements will not apply between development phases, unless access to any such development phase is provided directly from a public street, in which case the street yard setback shall apply to the frontage on such street. 6. SERVICE AREAS: 6.1 Trash Storage Refuse storage enclosures are required for all residential buildings. Enclosures must be of sufficient height to visually screen all refuse containers. All enclosures must be constructed of permanent materials (concrete, masonry, split face block, wood, etc.), which are compatible with the building it serves. Refuse storage areas must be designed to contain all refuse generated on-site between collections. Gates shall be required only if required to achieve the required visual screening. 6.2 Street Level Mechanical Equipment: All ground -mounted service equipment (e.g., air conditioners, transformers, trash collection equipment) related to each building shall be visually screened and landscaped. Large equipment shall be visually screened and landscaping shall be used to soften the visual appearance of the walls enclosing service areas. Service areas must be paved and drained. 6.3 Roof Mounted Mechanical Equipment: All roof mounted mechanical equipment must be visually screened from view from the public streets and Development Parcel 4, from a height that is five (5) feet above grade measured at the lot line of the lot the building is located on. Screening must be compatible with the building design. 7. LANDSCAPING: 7.1 Landscape Easement: A thirty (30) foot wide landscape easement shall be provided adjacent to A. W. Grimes Boulevard and Bryant Drive. A twenty (20) foot wide landscape easement shall be provided adjacent to all other public streets. O_\W DOX\CORK\GNL\PUDS\TOWNCEN7\EXHIBITOOD20042.DOC/cdc 12. All areas located within these landscape easements shall be used solely for the purpose of landscaping, except for sidewalks, driveways crossing the easement, lighting, monument signs, irrigation, entry features, underground utilities, meters, utility structures and equipment required to provide utilities to the Property. Surface drainage swales may be placed within the landscape easements, provided that they are first approved by the Director of Planning as part of a comprehensive landscape plan. Drainage detention and water quality structures are prohibited in landscape easements. Landscaping within landscape easements shall be credited against Street Yard Landscape requirements. 7.2 Street Trees: Street trees shall be planted within the landscape easement adjacent to all public streets. Street trees shall be planted in compliance with the following criteria 7.2.1 Spacing of and size of trees shall meet the following criteria: • Large size tree species shall have a minimum caliper size of 3.5 inches and shall be spaced no more than 40 feet apart. • Medium size tree species shall have a minimum caliper size of 2.5 inches and shall be spaced no more than 30 feet apart. • Small size tree species shall have a minimum caliper size of 1.5 inches and shall be spaced no more than 20 feet apart. • Tree species size shall be determined by the Urban Forester. 7.2.2 Street trees shall be planted to avoid interference with street lights, signage and other fixtures. 7.2.3 Street trees shall be planted at least eight feet (8) from edge of driveways. 7.2.4 Street trees shall be kept out of street intersection triangles at a minimum of 35 feet by 35 feet measured from the face of curb. 7.2.5 Street trees shall be planted no less than 5 feet from underground utilities and 15 feet from overhead lines. 7.2.6 Street trees shall be planted no less than 5 feet from fire hydrants. 7.2.7 Street trees shall be planted no less than 8 feet from the back of curb along A. W. Grimes Boulevard and no less than 4 feet from back of curb along all other public streets. O:\W DOX\CORR\GNL\PUDS\TOWNCENT\EXHIBIT 00020042.DOChdc 13. 7.2.8 Caliper size, height, measurement and other specifications shall be as specified in American Standards for nursery stock (ANSI260.1.). 7.2.9 Planting Plan: The Owner shall submit a street tree planting plan in conjunction with the submittal of construction plans for the first phase of each Development Parcel identified on Exhibit C. 7.2.10 Street trees shall be irrigated by a permanent automatic irrigation system constructed to City standards by the Owner 7.2.11 Street trees and their associated irrigation system shall be planted and inspected prior to the issuance of the first Certificate of Occupancy for each Development Parcel identified on Exhibit C. 7.2.12 A fiscal maintenance guarantee shall be provided by the Owner, which provides for replacement of street trees and repair of irrigation systems for a period of two years following the initial inspection. The Urban Forester shall have the authority to identify all trees and other plant materials, which require replacement within the two-year maintenance guarantee period. The fiscal guarantee period shall be extended for one year for all plants that are replaced. 7.2.13 Owners Association (POA) shall be established, funded and assigned the responsibility for ongoing maintenance, repair and replacement of both street trees and irrigation. Irrigation shall be paid for by the POA. 7.3 Open Space: All parcels for which a building permit and a Certificate of Occupancy have been issued and which do not contain buildings, structures, parking Lots, sidewalks, fountains, site furniture or other improvements, including, but not limited to, front, side and rear building set back areas, and all areas between the curb line and the property line, must be planted, landscaped, and maintained in good condition. The landscape planting must provide for easy maintenance. Utility easements will be landscaped consistent with other Landscape areas where allowed by the respective utility company. All such landscaped areas not planted in groundcover or shrub beds will be planted in grasses, preferably sod. Over -seeding in fall with cool season native grasses is allowed. The area located within the 25 -year flood plain may be seeded for grass without requiring additional plant materials 7.4 Rights of Way: Areas within public street rights-of-way must be landscaped and irrigated only in accordance with a license agreement with the City. OAW DOX\CORR\GN L\PUDS\TOW NCENT\EXHI BIT\00020042.DOCk do 14. Utility easements will be landscaped consistent with other landscape areas where allowed by the respective utility company. 7.5 Irrigation: An underground, automatic irrigation system must be installed in all landscaped areas, other than areas approved by the Director of Planning for plant materials that do not normally require irrigation. Sprinkler heads must be located to effectively water the landscaped areas with minimal spray onto roadways, parking areas and walkways. All irrigation systems shall be inspected and approved prior to the issuance of a certificate of occupancy for the building for which the landscaping is required. 8. UTILITY LINES: All utility service lines must be underground to connection points provided by the utility service provider. All transformers must be visually screened. 9. FENCING: Fencing may be constructed in any yard and along any property line for the purpose of screening or security. When fencing is constructed it shall meet the following standards: 9.1 Street Yard: Fencing in street yards shall be constructed of wrought iron with stone or brick columns. All columns shall be set in concrete to ensure a sturdy and durable fence. Street yard fence materials shall wrap around and extend a minimum of fifty feet (50') along side property lines. 9.2 Other Yards: Fencing in yards other than street yards shall be constructed of wood, woodcrete, masonry or wrought iron. All fence posts shall be either masonry or rust resistant steel, treated wood or similar material set in concrete. The finished side of all perimeter fencing shall face the outside of the development. 9.3 Fencing adjacent to trail: Fencing adjacent to the trail shall be constructed of wrought iron with stone or brick columns. All columns shall be set in concrete to a sufficient depth to ensure a sturdy and durable fence. 10. SI I F. PLAN REQUIRED: A site plan for each phase of development shall be submitted to the City to ensure compliance with the terms of this Agreement prior to the issuance of each building permit. OAW DOX\CORMGNLTUDSTOW NCEN1\EXHIBIT\0002004200Ckdc 15. 11. SIGNS: All freestanding signs shall be Monument Signs, as defined by the Code and modified by this Agreement. 12. VEHICLES IN STREET YARDS: No recreational vehicles, boats, trailers or commercial trucks shall be permitted to be parked in any street yard. Standard Sport Utility Vehicles are not restricted by this section. 13. PARKING STANDARDS: The following parking requirements shall be provided with each phase of development. Parking spaces for each one bedroom dwelling unit. Parking spaces for each two bedroom dwelling unit. Parking spaces for each three bedroom dwelling unit. 1.5 spaces 2.0 spaces 2.5 spaces Additional parking in the amount equal to five percent (5%) of the combined parking required for the dwelling units shall be provided to accommodate guest parking. All parking spaces shall be a minimum of nine feet (9') wide. No tandem parking shall be permitted except where garages are provided, which are attached directly to the apartment unit they serve and the tandem space is located behind the garage door and assigned to the same unit s as the garage. Alternative parking standards or requirements may be approved by the Director of Planning for senior independent living, assisted living and nursing homes based on a specific site plan. O:\W DOMCORR\GNL\DUDS\TOW NCENT\EXHIBIT\00020042.DOC/cdc 16. DEVELOPMENT PARCELS " 2 & 5" COMMERCIAL DEVELOPMENT PARCELS The Following Development Standards shall apply to all development on portions of the Property, which are identified as Development Parcels "2 and 5" on the Plan attached hereto as Exhibit"C". 1. PERMITTED USES: The following principal uses are permitted: All C-1 General Commercial uses identified in the City of Round Rock Zoning Ordinance except for uses listed in Paragraph 2, below. 2. PROHIBITED USES: The following uses are prohibited on the Property: cell towers and other free standing towers over thirty (30') feet in height, mini -warehouses, flea markets, sexually oriented businesses, portable buildings sales, except as incidental to other retail sales, outdoor amusement parks or carnivals, wholesale nurseries, recreational vehicle parks, outdoor shooting ranges, pawn shops, heavy equipment sales, kennels (but not prohibiting pet shops and veterinary clinics with overnight facilities), vehicle sales, auto body and paint shops and truck stops. 3. OUTDOOR SALES & DISPLAYS Outdoor sales and displays are permitted as accessory uses in conjunction with the principal use of a building only in areas designated on the site plan approved by the Director of Planning for such building or an amended site plan approved at a later date. All outdoor sales and display areas shall be located and operated as part of the principal use, and shall not comprise a separate business use. Parking requirements contained in the Code shall apply to all outdoor cafes and dining areas in the same manner that such requirements apply to enclosed buildings. 4. DEVELOPMENT STANDARDS: 4.1 The following materials are prohibited on the exterior walls and roofs of all buildings and structures. • Asbestos • Mirrored Glass (reflectivity of 20% or more) • Corrugated metal Q\WDOX\CORK\GNI_TUDS\TOWNCENT\EXHIBI \00020042_DOC/cdc 17. 4.2 The following materials are prohibited on all exterior walls of all buildings and structures. This section does not apply to trim or minor decorative features. • Unfinished sheet metal. 4.3 Primary shopping center buildings: The following development standards apply to the primary shopping center buildings. The definition of primary shopping center buildings for the purpose of this section shall be all buildings that contain more than ten thousand (10,000) square feet of gross floor area (heated and air conditioned space) or such smaller buildings, which are physically attached to such a building. It shall also include all buildings on Parcel 5, identified on Exhibit C. 4.3.1 The front and side elevations shall be 100 percent masonry, except for doors, windows, roofs, patios, balconies, awnings, gutters, special decorative features and trim. Masonry shall mean brick, stone, stucco or such other similar quality material approved in writing by the Director of Planning. Stucco shall not comprise more than fifty (50) percent of this exterior finish. All other elevations shall be constructed of brick, stone, stucco, split face concrete block or concrete tilt wall, or such other similar quality material approved in writing by the Director of Planning. 4.3.2 Primary shopping center buildings shall be permitted flat roofs only when the building contains segments with pitched roof lines that are part of an overall architectural design approved by the Director of Planning. Roofing materials for pitched roof sections shall be limited to tile or pre -finished, non -reflective metal or such other similar quality material approved in writing by the Director of Planning. 4.4 Buildings other than primary shopping center buildings: The following development standards apply to all buildings not defined as primary shopping center buildings in section 4.3 above. 4.4.1 All building elevations shall be 100 percent masonry except for doors, windows, roofs, patios, balconies, awnings, gutters, special decorative features and trim. Masonry shall mean brick, stone or stucco or such other similar quality material approved in writing by the Director of Planning. Stucco shall not comprise more than fifty (50) percent .of this exterior finish. 4.4.2 All buildings shall be permitted flat roofs only when the building contains segments with pitched roof lines that are part of an overall architectural design approved by the Director of Planning. Roofing materials for pitched roof sections shall be limited to tile or pre -finished, non -reflective metal or such other similar quality material approved in writing by the Director of Planning. OAW DOWORR\GNLPUDS\TOW NCBN1\EXHIBIT\00020042.DOC/cdc 18. 5. SERVICE & LOADING AREAS: 5.1 Screening Required: No dock high loading area is permitted unless such area is visually screened from public streets. 5.2 Delivery Vehicles: All delivery and utility vehicles parked on-site (other than when being actively loaded or unloaded) shall be parked within an area visually screened from public streets. 5.3 Service Areas: Service areas will be visually screened from all public rights-of—way. Method's of screening include walled entrances, evergreen landscaping, and depressed service areas. 5.4 Loading areas: All loading and service areas must be clearly signed. Loading spaces must be clearly denoted on the pavement and designed so as not to prohibit on-site vehicular circulation when occupied. Loading spaces will be located directly in front of or adjacent to a loading door. Loading areas must be designed to accommodate backing and maneuvering on-site, not from a public street. Regardless of orientation, loading doors may not be located closer than fifty feet (50') from a public street. This provision does not prevent the location of doors that provide common entry to a building from being used for minor deliveries and courier service by vehicles with six or less wheels. 5.5 Trash Storage Refuse storage enclosures are required for all buildings. Enclosures must be of sufficient height to visually screen all refuse containers, so as to provide visual screening of views from adjacent lots and public rights-of-way. All enclosures must be constructed of permanent materials (concrete, masonry, split face block, etc.), which are compatible with the building it serves. Refuse storage areas must be designed to contain all refuse generated on-site between collections. Gates shall be required only if required to achieve the needed visual screening. 5.6 Street Level Mechanical Equipment: All ground -mounted service equipment (e.g., air conditioners, transformers, trash collection equipment) related to each building shall be visually screened and landscaped. Large equipment shall be visually screened and landscaping shall be used to soften the visual appearance of the walls enclosing service areas. Service areas must be paved and drained. OAW DOX\CORMNL\PUDS\TOW NCENT\EXHIBIT\00020042.DOC/cdc 19. 5.7 Roof Mounted Mechanical Equipment: All roof mounted mechanical equipment must be visually screened from view from the public streets from a height of five (5) feet above grade measured at the lot line of the site on which the building is located. Screening must be compatible with the building design. 6. LANDSCAPING: 6.1 Landscape and sidewalk easement: A thirty-foot (30') wide landscape easement shall be provided adjacent to A. W. Grimes Boulevard and Gattis School Road as generally identified on Exhibit "C". A twenty (20) foot wide landscape easement shall be provided along all other public streets. All areas located within these easements shall be used solely for the purpose of landscaping, and sidewalks, except for, driveways crossing the easement, lighting, monument signs, irrigation, entry features, underground utilities, meters, utility structures and equipment required to provide utilities to the Property. Surface drainage swales may be placed within these easements, provided they are approved by the Director of Planning as part of a comprehensive landscape plan. Drainage detention and water quality structures are prohibited in these easements. Landscaping within these easements shall be credited against street yard landscape requirements. 6.2 Street Trees: Street trees shall be planted within the landscape easement adjacent to all public streets. Street trees shall be planted in compliance with the following criteria 6.2.1 Spacing of and size of trees shall meet the following criteria: • Street trees along A. W. Grimes Boulevard and Gattis School Road shall be large size tree species with a minimum caliper size of 3.5 inches and shall be spaced no more than 40 feet apart. • Street trees along all other public streets may also include medium size tree species with a minimum caliper size of 2.5 inches planted no more than 30 feet apart; and small size tree species with a minimum caliper size of 1.5 inches planted no more than 20 feet apart • Tree species size shall be determined by the Urban Forester. \W DOX\CORK\GNL\PUDS\TOWNCENREXHIBIT\O0020042.DOC/cdc 20. 6.2.2 Street Trees: Street trees shall be planted to avoid interference with streetlights, signage and other fixtures. 6.2.3 Street trees shall be planted at least eight feet (8') from edge of driveways. 6.2.4 Street trees shall be kept out of street intersection triangles at a minimum of 35 feet by 35 feet measured from the face of curb. 6.2.5 Street trees shall be planted no less than 5 feet from underground utilities and 15 feet from overhead lines. 6.2.6 Street trees shall be planted no less than 5 feet from fire hydrants. 6.2.7 Street trees shall be planted no less than 8 feet from the back of curb along A. W. Grimes Boulevard and Gattis School Road. Street trees shall be planted no less than 4 feet from back of curb along all other streets. 6.2.8 Caliper size, height, measurement and other specifications shall be as specified in American Standards for nursery stock (ANSI260.1) 6.2.9 Planting Plan: The Owner shall submit a street tree planting plan for A. W. Grimes Boulevard and Gattis School Road with the submittal of construction plans for the first phase of development on Development Parcel 2 identified on Exhibit C. 6.2.10 Street trees shall be irrigated by a permanent automatic irrigation system constructed to City standards by the Owner 6.2.11 Street trees and their associated irrigation system, along A. W. Grimes Boulevard and Gattis School Road, shall be planted and inspected prior to the issuance of the first Certificate of Occupancy for any development on Development Parcel 2 identified on Exhibit C. 6.2.12 Street trees and their associated irrigation system, along Town Centre Drive, shall be planted and inspected as part of the street construction for each portion of Town Centre Drive prior to street improvements being accepted by the City. 6.2.13 A fiscal maintenance guarantee shall be provided by the Owner, which provides for replacement of trees and repair of irrigation systems for a period of two years following the initial inspection. The Urban Forester shall have the authority to identify all trees and other plant materials, which require replacement within the two-year maintenance guarantee period. The fiscal guarantee period shall be extended for one year for all plants that are replaced. 6.2.14 A Property Owners Association (POA) shall be established, funded and assigned the responsibility for ongoing maintenance, repair and replacement of both street trees and irrigation. Irrigation shall be paid for by the POA. O:\WDOX\CORR\GNL\PUDSTOW NCENI\EXHIBIT\00020042.DOC/cdc 21. 6.3 Open Space: All parcels for which a building permit and a Certificate of Occupancy have been issued and which do not contain buildings, structures, parking lots, sidewalks, fountains, site furniture or other improvements, including, but not limited to, front, side and rear building set back areas, and all areas between the curb line and the property line, must be planted and landscaped,. All such landscaped areas not planted in groundcover or shrub beds will be planted in grasses, preferably sod. Over seeding in fall with cool season native grasses is allowed. All plantings shall be maintained in good condition. The landscape planting must provide for easy maintenance. Utility easements will be landscaped consistent with other Landscape areas where allowed by the respective utility company. 6.4 Rights of Way: Areas within the public street right-of-way must be landscaped and irrigated only in accordance with a license agreement with the City. 6.5 Irrigation: An underground, automatic irrigation system must be installed in all landscaped area, other than areas approved by the Director of Planning for plant materials that do not normally require irrigation. Sprinkler heads must be located to effectively water the landscaped areas with minimal spray onto roadways, parking areas and walkways. All irrigation systems shall be inspected and approved prior to the issuance of a certificate of occupancy for the building for which the landscaping is required. 6.6 Parking Areas: In all vehicular use areas and parking areas, landscaped medians shall be provided along primary access drives, as determined by the Director of Planning. Additional landscape medians shall be provided for every eight (8) single rows of parking. All landscape medians shall be a minimum of 8 feet in width and trees shall be planted in accordance with the same specifications established for street trees in section 6.2.5 above unless otherwise approved by the Director of Planning. This shall be credited against Street Yard Landscape requirements and other applicable landscape requirements. Caliper size, height, measurement and other specifications shall be as specified in American Standards for nursery stock (ANSI260.1) OAW DOX\CORK\CNLTUDS\TOWNCENI\EXHIBIT10W20042. DOCkdc 22. 6.7 Planting Plan: The Owner shall submit a planting plan for parking lot and other on-site landscaping with the submittal of construction plans for each phase of development . 7. UTILITY LINES: All utility service lines must be underground to connection points provided by the utility service provider. All transformers must be visually screened. 8. DESIGN STANDARDS: 8.1 Height: The maximum height, of buildings on the Property shall be 3 floors. 8.2 Building Setbacks: 8.2.1 Minimum building setbacks from the A. W. Grimes Boulevard and Gattis School Road, identified on Exhibit "C" shall be, thirty (30') feet. 8.2.2 Minimum building setbacks from any other public streets shall be twenty (20) feet. 8.2.3 Minimum building setbacks from all internal property lines shall be twenty-five (25) feet. However, this may be reduced to fifteen (15) feet when a joint -access fire lane with the abutting property is approved by the Fire Marshall. 8.3 Phased Development: When development is phased on the Property and such phasing is designed to be part of a single development, setback requirements will not apply between development phases, unless access to any such development phase is provided directly from a public street, in which case the street yard setback shall apply to the frontage on such street. 9. DRIVEWAY THROAT LENGTH All driveways that access A. W. Grimes Boulevard or Gattis School Road (except the driveway that accesses the fuel center at the comer of Gattis School Road and A. W. Grimes Boulevard) shall provide a minimum driveway throat of 100 feet. No parking spaces or internal access drives shall intersect with access driveways within this 100- foot throat. Throat length shall be measured from the property line along the street right-of-way. The driveway from A. W. Grimes Boulevard abutting the fuel center shall provide a minimum throat length of 40 feet on both sides of the driveway. Throat length shall be measured from the property line along the street right of way. \W DOX\CORR\GNL\PUDS\TOW NCEN EEXH IB17\00020042.DOC/c do 23. The most westerly driveway from Gattis School Road shall provide a minimum throat length of 100 feet unless the length is reduced in writing by the City Traffic Engineer. In no case shall this throat length be less than 50 feet. No parking spaces or internal access drives shall intersect with access driveways within this 100- foot throat. Throat length shall be measured from the property line along the street right of way. 10. PARKING LOT LIGHTING All light fixtures shall be shielded or hooded so that light is directed downward to minimize excessive glare and sky glow pollution. Light standards shall be metal poles. 11. TOWN CENTRE REQUIREMENTS The area identified as Town Centre on the Exhibit D-1, attached hereto shall be constructed in accordance with the following design criteria and a site plan that includesarchitectural elevations shall be required to be approved by the Director of Planning prior to the issuance of a building permit for any building or structure within the area designated as Town Centre. The purpose of these design criteria is to create a pedestrian oriented Town Centre, which utilizes the traditional "main street" building forms. 11.1 Building setback from Town Centre Drive. • Buildings shall be set back between 20 and 22 feet from the edge of the street right-of-way. • The street yard shall be designated as a sidewalk and landscape easement. Sidewalks shall be constructed along the entire frontage of the block within a minimum of 50 percent of this easement. Sidewalks shall be paved with decorative paving materials and all sidewalk paving materials shall be submitted to the Director of Planning for approval. • Sidewalks within the sidewalk and landscaping easements shall be connected to on- street parking within the abutting right-of-way using the same paving materials as the abutting sidewalk, as generally illustrated in Exhibit G attached hereto. 11.2 On street parking • On street parking shall be provided within the right-of-way of Town Centre Drive (100 foot ROW) within the designated Town Centre as generally illustrated in Exhibit G, attached hereto. • The first parking stalls shall be located a minimum of forty feet (40') from street intersections. OAW DOX\CORRICNLPUDSITOW NCENi1EXHIBIT\00020042. DOCkdc 24. • Street parking shall be credited against all parking requirements for development within the designated Town Centre. • The remainder of the required parking shall be located behind the buildings fronting onto Town Centre Drive or east of the buildings within the Town Centre area. 11.3 Building design The following development standards apply to all buildings within the Town Center area. • All building elevations shall be 100 percent masonry except for doors, windows, roofs, patios, balconies, awnings, gutters, special decorative features and trim. Masonry shall mean brick, stone or stucco or such other similar quality material approved in writing by the Director of Planning. Stucco shall not comprise more than fifty (50) percent .of this exterior finish. • All buildings shall be permitted flat roofs only when the building contains segments with pitched roof lines that are part of an overall architectural design approved by the Director of Planning. Roofing materials for pitched roof sections shall be limited to tile or pre -finished, non -reflective metal or such other similar quality material approved in writing by the Director of Planning. • All exterior finishes and roofs shall be comprehensively designed and submitted to the Director of Planning for approval. 11.4 Upper story uses • Upper story uses may include second floor retail or restaurant uses. • Upper story uses may include studios for artist and craftsmen with galleries on the first floor. • Upper story offices are permitted without restriction. • No residential uses shall be permitted on any floor. 11.5 Building height • Building heights shall be limited to a maximum of three floors. 11.6 Street tree and landscaping requirements • Street trees shall be planted in the locations generally identified on Exhibit G attached hereto. These trees shall comply with the standards set forth in section 6.2 above, except that smaller tree species may be permitted by the Urban O:\WDOX\CORR\GNL\DUDS\TOWNCENI\EXHIBIT \OOO2OO42.DOC/cdc 25. Forester for trees planted on Town Centre Drive. Street trees shall be all of the same species. • Median trees shall be planted in the median in the center of Town Centre Drive. These trees shall comply with the standards set forth in section 6.2 above. Median trees shall be all the same species or groupings of several species. Median trees need not be the same species as other street trees. • Street trees within the Town Centre shall be planted, in accordance with the provisions of Section 6.2 above, prior to the issuance of the first Certificate of Occupancy for any portion of the Town Centre. 11.7 Site Plan required A comprehensive site plan for each side of Town Centre Drive within the designated Town Centre shall be submitted to the Director of Planning, for his approval, prior to the issuance of a building permit for any portion of that side of the Town Centre. The site plan shall include the following: • A site plan showing the size and location of all buildings, parking, sidewalks, landscaping, loading areas, dumpster locations and signs, including areas within the Town Centre Drive right-of-way. • Elevations for all buildings including specifications for exterior building and roofing materials. • Sidewalk paving materials. • Landscaping location, plant size and species. 11.8 Phasing of Town Centre The Town Centre shall be constructed prior to the construction of the fifth pad site including the fuel center or the second phase of townhouse development, whichever occurs first. The Town Centre may be constructed in phases. OAW DOWORRWNIAPU DS\TOW N CENT\EXHIBIT \ 00020042 .DOC(c do 26. DEVELOPMENT PARCEL "1" OFFICE PARCEL 1. DEVELOPMENT STANDARDS: The Following Development Standards shall apply to all development on portions of the Property, which are identified as Development Parcel "1" on the Master Plan attached hereto as Exhibit "C". 2. PERMII"I ED USES: The following principal uses are permitted: Offices 3. OUTDOORS SALES & DISPLAYS Outdoor sales and displays are prohibited. 4. PROHIBITED BUILDING MATERIALS: 4.1 The following materials are prohibited on the exterior walls and roofs of all buildings and structures. • Asbestos • Mirrored Glass (reflectivity of 20% or more) 4.2 The following materials are prohibited on the exterior walls of all buildings and structures (this section does not apply to roofs, windows, doors and trim): • Sheet metal, corrugated metal, and unfinished Aluminum • Galvanized Steel 4.3 Sheet metal may be approved, at the sole discretion of the Director of Planning, for other minor components such as awnings or special design features. 5. DESIGN STANDARDS: 5.1 All building elevations shall be 100 percent masonry except for doors, windows, roofs, patios, balconies, awnings, gutters, special decorative features and trim. Masonry shall mean brick, stone or stucco or such other similar quality material approved in writing by the Director of Planning. Stucco shall not comprise more than fifty (50) percent .of this exterior finish. O:\W DOX\CORR\GNLTUDS\TOW NCENIIE.XJ-11BI7\00020042.DOC/cdc 27. 5.2 All buildings shall require pitched roofs, with a minimum 6/12 pitch, for a minimum distance of 15 feet inward from all sides of the building. Flat roofs may be permitted for the portions of the roof contained within the pitched roof sections provided they are sufficiently lower than the highest point of the pitched roof required to visually screen roof mounted mechanical equipment. All roof mounted mechanical elements must be visually screened from view from the public from a height that is five (5) feet above grade measured at the lot line of the site on which the building is located. Screening must be compatible with the building design. 5.3 Roofing materials for pitched roof sections shall be limited to tile or pre -finished, non - reflective metal or such other similar quality material approved in writing by the Director of Planning. 5.4 Any wall in excess of seventy-five (75') feet in length shall include off sets approved by the Director of Planning, to preclude a box design. 6. SERVICE & LOADING AREAS: 6.1 Screening Required: No dock high loading area is permitted unless such area is visually screened from public streets. 6.2 Delivery Vehicles: All delivery and utility vehicles parked on-site (other than when being actively loaded or unloaded) shall be parked within an area visually screened from public streets. 6.3 Service Areas: Service areas shall be visually screened from all public rights-of—way. Methods of screening may include walled entrances, evergreen landscaping, and depressed service areas. 6.4 Loading areas: All loading and service areas must be clearly signed. Loading spaces must be clearly denoted on the pavement and designed so as not to prohibit on-site vehicular circulation when occupied. Loading spaces will be located directly in front of or adjacent to a loading door. Loading areas must be designed to accommodate backing and maneuvering on-site, not from a public street. Regardless of orientation, loading doors may not be located closer than fifty feet (50') from a public street. This provision does not prevent the location of doors that provide common entry to a building from being used for minor deliveries and courier service by vehicles with six or less wheels. O:\WDOX\CORR\GNL\DUDS\TOWNCEN[\EXHIBIT \0002W4Z.DOC/cdc 28. 6.5 Trash Storage Refuse storage enclosures are required for all buildings. Enclosures must be of sufficient height to visually screen all refuse containers, so as to provide visual screening of views from adjacent lots and public rights-of-way. All enclosures must be constructed of permanent materials (concrete, masonry, split face block, wood, etc.), which are compatible with the building it serves. Refuse storage areas must be designed to contain all refuse generated on- site between collections. Gates shall be required only if required to achieve the needed visual screening. 6.6 Ground Mounted Mechanical Equipment: All ground -mounted service equipment (e.g., air conditioners, transformers, trash collection equipment) related to each building shall be visually screened and landscaped. Large equipment shall be visually screened and landscaping shall be used to soften the visual appearance of the walls enclosing service areas. Service areas must be paved, and drained. 6.7 Roof Mounted Mechanical Equipment: All roof mounted mechanical elements must be visually screened from view from a height that is five (5) feet above grade measured at the lot line of the site on which the building is located. Screening must be compatible with the building design. 7. LANDSCAPING: 7.1 Landscape and sidewalk easement: A thirty-five foot (30') wide landscape easement shall be provided adjacent to A. W. Grimes Boulevard and Gattis School Road as generally identified on Exhibit "C". A twenty (20) foot wide landscape easement shall be provided along all other public streets. All areas located within these easements shall be used solely for the purpose of landscaping, and sidewalks, except for, driveways crossing the easement, lighting, monument signs, irrigation, entry features, underground utilities, meters, utility structures and equipment required to provide utilities to the Property. Surface drainage swales may be placed within these easements, provided they are approved by the Director of Planning as part of a comprehensive landscape plan. Drainage detention and water quality structures are prohibited in these easements. Landscaping within these easements shall be credited against street yard landscape requirements. O .\W DOX\CORR\GN L\PUDS\TOW NCENT\EXHI BI7100020042.DOC/cdc 29. 7.2 Street Trees: Street trees shall be planted within the landscape easement adjacent to all public streets. Street trees shall be planted in compliance with the following criteria: • Street trees along Gattis School Road shall be large size tree species with a minimum caliper size of 3.5 inches planted no more than 40 feet apart. • Street trees along all other public streets may also include medium size tree species with a minimum caliper size of 2.5 inches planted no more than 30 feet apart; and small size tree species with a minimum caliper size of 1.5 inches planted no more than 20 feet apart. • Tree species size shall be determined by the Urban Forester. 7.2.1 Street Trees: Street trees shall be planted to avoid interference with streetlights, signage and other fixtures. 7.2.2 Street trees shall be planted at least eight feet (8) from edge of driveways. 7.2.3 Street trees shall be kept out of street intersection triangles at a minimum of 35 feet by 35 feet measured from the face of curb. 7.2.4 Street trees shall be planted a no less than 5 feet from underground utilities and 15 feet from overhead lines. 7.2.5 Street trees shall be planted no less than 5 feet from fire hydrants. 7.2.6 Street trees shall be planted no less than 4 feet from the back of curb. 7.2.7 Caliper size, height, measurement and other specifications shall be as specified in American Standards for nursery stock (ANSI260.1) 7.2.8 Planting Plan: The Owner shall submit a street tree planting plan with the submittal of construction plans for the first phase of development on Development Parcel 1 identified on Exhibit C. 7.2.9 Street trees shall be irrigated by a permanent automatic irrigation system constructed to City standards by the Owner 7.2.10 Street trees and their associated irrigation system, along Gattis School Road, shall be planted and inspected prior to the issuance of the first Certificate of Occupancy for any development on Development Parcel 1 identified on Exhibit C. OAW DOX\CORR\GNLPUDS\TOW NCENTIEXHI BIT\00020042.DOC/cdc 30. 7.2.11 Street trees and their associated irrigation system, along Joyce Lane, shall be planted and inspected as part of the street construction of Joyce Lane prior to street improvements being accepted by the City. 7.2.12 A fiscal maintenance guarantee shall be provided by the Owner, which provides for replacement of street trees and repair of irrigation systems for a period of two years. The Urban Forester shall have the authority to identify all trees or other plant materials, which require replacement. The fiscal guarantee shall be extended for one year for plants that are replaced. 7.2.13 A Property Owners Association (POA) shall be established, funded and assigned the responsibility for ongoing maintenance, repair and replacement of both street trees and irrigation. Irrigation shall be paid for by the POA. 7.3 Open Space: All parcels for which a building permit and a Certificate of Occupancy have been issued and which do not contain buildings, structures, parking lots, sidewalks, fountains, site furniture or other improvements, including, but not limited to, front, side and rear building set back areas, and all areas between the curb line and the property line, must be planted, landscaped, and maintained in good condition. The landscape planting must provide for easy maintenance. Utility easements will be landscaped consistent with other landscape areas where allowed by the respective utility company. All such landscaped areas not planted in groundcover or shrub beds will be planted in grasses, preferably sod. Over seeding in fall with cool season native grasses is allowed. The area located within the 25 -year flood plain may be seeded for grass without requiring additional plant materials 7.4 Rights of Way: Areas within public road rights-of-way must be landscaped and irrigated only in accordance with a license agreement with the City. 7.5 Irrigation: An underground, automatic irrigation system must be installed in all landscaped areas other than areas approved by the Director of Planning for plant materials that do not normally require irrigation. Sprinkler heads must be located to effectively water the landscaped areas with minimal spray onto roadways, parking areas and walkways. All irrigation systems shall be inspected and approved prior to the issuance of a certificate of occupancy for the building for which the landscaping is required. O:\WDOX\CORK\GNLTUDS\TOWNCENi\EXHIBI7\00020042.DOC(cdc . 7.6 Parking Areas: In all vehicular use areas and parking areas, landscaped strips, islands, peninsulas, medians, or other landscaped areas shall be provided in accordance with the requirements of the Code at the time that a Building Permit is issued. 8. UTILITY LINES: All utility service Iines must be underground to connection points provided by the utility service provider. All transformers must be visually screened. 9. DESIGN STANDARDS: 9.1 Height: The maximum height of buildings on the property shall be 2 floors. 9.2 Building Setbacks: 9.2.1 Minimum building setbacks from all public streets, identified on Exhibit "C" shall be, thirty (30') feet. 9.2.2 Minimum building setbacks from all internal property lines shall be twenty-five feet (25'). However, this may be reduced to fifteen feet (15') when a joint -access fire lane with the abutting property is approved by the Fire Marshall . 9.3 Phased Development: When development is phased on the Property and such phasing is designed to be part of a single development, setback requirements will not apply between development phases, unless access to any such development phase is provided directly from a public street, in which case the street yard setback shall apply to the frontage on such street. 10. DRIVEWAY THROAT LENGTH All driveways that access Gattis School Road shall provide a minimum driveway throat of 100 feet. No parking spaces or internal access drives shall intersect with access driveways within this 100- foot throat. Throat length shall be measured from the property line along the street right of way. 11. PARKING LOT LIGHTING All light fixtures shall be shielded or hooded so that light is directed downward to minimize excessive glare and sky glow pollution. Light standards shall be metal poles. O:\WDOX\CORK\GNL\PUDSTOWNCEN7\EXHIBI \00020042.DOC/cd< 32. DEVELOPMENT PARCEL "4" SINGLE FAMILY RESIDENTIAL PARCEL 1. DEVELOPMENT STANDARDS: The purpose of the following development standards is to provide for quality single-family residential development on with standard sized homes on small lots with reduced yard areas. The housing product placed on these lots will be required to provide designs that reflect a unique character and provide a varied streetscape. Development Parcel "4", as generally identified on Exhibit "C", shall be developed for Single family Residential uses as permitted in the City of Round Rock SF -2 Zoning District. Development standards for this development shall be those contained in the SF -2 Zoning District with the following exception. 1.1 Minimum Lot area shall be 5000 square feet. 1.2 Maximum height shall be thirty-five (35) feet. 1.3 All homes shall contain a two -car garage. 1.4 Maximum building site coverage 2750 square feet. (includes all areas under roof). 1.5 Minimum building setbacks: • Street Yards - Street yard setbacks shall be varied from 10 feet to 20 feet, provided that in all cases the face of a garage door shall have a minimum setback of 22 feet. Additionally the face of the garage door shall be setback five or more feet from the front wall of the house. • Rear Yards - 10 feet • Side Yards - 5 feet 1.6 The exterior finish of all homes shall be seventy (70) percent stone, brick or cultured stone. Additionally One -hundred (100) percent of the all elevations that front a public street shall be stone, brick or cultured stone. Windows, doors, trim and gables above garages are exempted from this requirement. O:\WDOX\CORK\GNL\PUDS\TOWNCEN7\EXHIBI T1000Z0042.DOCkdc 33. 1.7 All homes shall contain a minimum of sixteen -hundred (1,600) square feet. The calculation of minimum square footage shall include only areas served by central air conditioning. 2. STREET TREES: Street trees shall be planted within a 52 foot wide right of way in accordance with the sketch attached hereto as Exhibit D-2. Street trees shall be planted in accordance with the following standards: 2.1 Street trees shall be planted to avoid interference with streetlights, signage and other fixtures. 2.2 Street trees shall be planted at least five feet (5') from edge of driveways. 2.3 Street trees shall be kept out of street intersection triangles at a minimum of 35 feet by 35 feet measured from the face of curb. 2.4 Size and spacing of street trees shall meet the following criteria: • Small size trees shall be spaced no more than 20 feet apart with a minimum caliper size of 1.5 inches. • Medium size trees shall be spaced no more than 30 feet apart with a minimum caliper size of 2.5 inches. • Urban Forester shall classify tree species as Small, Medium or Large. 2.5 Street trees shall be planted a no less than 5 feet from underground utilities and 15 feet from overhead lines. 2.6 Street trees shall be planted no less than 5 feet from fire hydrants. 2.7 Street trees shall be planted no less than 4 feet from the back of curb. 2.8 Caliper size, height, measurement and other specifications shall be as specified in American Standards for nursery stock (ANSI260.1) 2.9 Planting Plan: The Owner shall submit a street tree planting plan in conjunction with the submittal of construction plans for each final plat. 2.10 Street trees shall be irrigated by a permanent irrigation system constructed on each lot by the home builder. O:\WDOX\CORR\GNL\PUDS\TOWNCEN7\EXHIBI \00020042.DOC/cdc 34. 2.11 Street trees for each lot and their associated irrigation system shall be planted and inspected prior to the issuance of a Certificate of Occupancy for each individual home. 2.12 Property Owners Association (POA) shall be established, funded and assigned the responsibility to ensure the ongoing maintenance, repair and replacement of both street trees and the cost of irrigation. The POA shall be provided an easement on each lot to accommodate access to the irrigation system for each lot and shall have the authority to enter onto each lot to turn on irrigation to street trees. 2.13 A maintenance agreement shall be provided to the City by the POA, which provides for replacement of trees and repair of irrigation systems for a period of two years. O:\WDOX\CORR\GNL\'UDS\TOW NCENT\EXHIBIT\00020042.DOC/cdc 35. ..., -...7%."••• CS Iii ...."74'.1( rq VLI ) o-, P -i --/ 0 rz4 , to 2 0 " ,--4-: / 0 ...ro1/4 CD 1"-- tll (i 1 to ' >-- N. -----"(---------- L: f 4 % I-- 44' :c.;".• <4 • Y -- 0 Ce :co ,„, i 1 IP • .... k t 172 it -- ‘‘‘‘••••••-•:*- ° H Z 0 ill H n c,) o 0 C*4 0 z . - • ItECOROEtC5 MEMORANDUM All or pans of the text on this page was not clearly legible for satisfactory recordation. Page 1 of 2 Pages aECORDERS MEMORANDUM All or parts of the text on this page was not clearly legible for satisfactory recordation. .. Exhibit D-1, Page 2 of 2 Pages 1 co •Ct Q) RECORDERS MEMORANDUM All or parts of the text on this page was not clearly legible for satisfactory recordation. i1. Nam. ,J:\PRWECfSV023\001\D0uBR5\DRNG EXHIBIT.DWG %.N 1 r0F'�,, 1 i ''�E....rF 1 1 , 1 ` Sip.,.. . ; kq�, A \III or a ,*: *1 — — — \ RECORDERS MEMORANDUM �. i... TIMOTHY J. MOLTZ j All or parts of the text on this page was not 77901 .:o dearly legible for satisfactory recordation. �'` tf 9p •- 9 - Q Irsk PROVIDENT REALTY ADVISORS INC. RANDALL'S TOWN CENTRE DEVELOPMENT b EXHIBIT E 1 LEGEND PROPOSED TRA/L AL/GN — — — 100—YR FLOOD PLAIN ------25—YR FLOOD PLA/N TRAIL PATH EXHIBIT flEPI � rl JONES & CARTER, INC. Consulting Engineers 512 East Riverside Dr., Suite 202 512/441-9493 Austin, Texas 78704-1356 Fas: 512/445-2286 Exhibit "E" Job No. A023-001 Dote 11/20/01 OW - 2.62 Acre Right -of -Way ASA Thomas Survey, A-609 Williamson County, Texas FN 2-1278 (TWH). May 8; 2001 SAM, Inc. Job No; 99105-20 DESCRIPTION OF A 2.62 ACRE TRACT OF LAND LOCATED.rN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A -PORTION OF A CALLED 105.508 ACRE TRACT OF LAND .(TRACT 1) AND A CALLED.8.1417 ACRE TRACT OF LAND (TRACT 3) BOTH DESCRIBED IN THE DEED TO TODAY PRA HICKERSON, L.P„ AS RECORDED IN DOCUMENT NO. 2000049743 OF THE OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS, SAID 2.62 ACRE TRACT OF LAND AS SHOWN ON THE ACCOMPANYING SKETCH AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a concrete monument set in the west line of the remainder of a called 5.00 acre tract of land described in the deed to Vernon L. Jakub and wife, Janeth M. Jakub as recorded in Volume 844, Page 912 .of -the t. Deed Records Williamson County, Tcxas, &unC being the east tine of said Tract 1, for the southeast comer of the tract _. dese/Med herein, from which a.1/2 -inch iron rod found for the southeast corner of said Tract 1 bears S 210 00' 10' E a distance of 1752.09 feet; THENCE crossing said Tract 1 and said Tract 3, the following seven (7) courses and distances: 1. S 88° 07' 39" W, a distance of 818.96 feet to a concrete monument set for a point of curvature, 2. with -the arc of a curve to the right a distance of 195.27 feet through a central angle of 01° 56' 55", having a radius of 5741.58 feet, an.d whose chord bears S 89° 06' 03" W, a distance of 195.26 feet to a concrete monument set for a point of tangency, 3. N 89° 55' 29" W, a distance of 182.69 feet to a concrete monument set for an angle point, 4. S 880 18' 34" W, a distance of 919.46 feet to a concrete monument set for an angle point. 5. S 56° 25' 17" W, a distance of 64.32 feet to a concrete monument set for an angle point, 6. 5 42° 56' 03" W, a distance of 50.00 feet to a concrete monument set for an angle point, and 7. S 29° 26' 50" W, a distance of 64.32 feet to a concrete monument set in the proposed east Right -of -Way (ROW) line of Arterial B for the southwest corner of the tract described herein, from which a concrete monument found for a point of curvature in said proposed ROW line bears S 02° 26' 27" a distance of 85.11 feet; THENCE crossing said Tract 3, with said proposed ROW line, N 26' 27" W, a distance of 132.97 feet to a concrete monument found for an angle point; THENCE crossing said Tract 3 and said Tract 1, with said proposed ROW line, N 53'33' 53" E, a distance of 67.40 feet to a concrete monument found in the south ROW Line of Gattis School Road (a varying width ROW) for the northwest corner of the tract described herein, from which a concrete monument found in the proposed west ROW Line of Arterial 13 bears, S 88° 01 ' 05" W, a distance of 224.46 feet; Page 1 of 3 2.62 Acre Right -of -Way ASA Thomas Survey, A-609 Williamson County, Texas FN 2127R (TWH) May 8,2001.- SAM. Inc. Job No. 99105-20 THENCE with said south ROW line, same being the north lines of said Tract I the following two (2) courses and distances: 1. N 88° 01' 05" E, a distance of 1037.03 feet to a 1/2 -inch iron rod found for an angle point, and 2. N 89° 20' 08" E, a distance of 1 135.66 feet to a 1/2 -inch iron rod found for the north common corner of said 5.00 acre tract and said Tract I; THENCE with the common line of said 5.00 acre tract and said Tract 1, S 21° 00' 10" E, a distance of 39.66 feet to the POINT OF BEGINNING, and containing 2.62 acres of land, more or less... Bearing Basis: Bearings are based on the Texas State Plane Coordinate -System, to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, 83, Central nne,IInnc.dJusted THE STATE OF TEXAS COUNTY OF WILLIAMSON KNOW ALL MEN BY THESE PRESENTS: That 1, Keith A. Jimenez, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during March 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 9th day of Mav 2001 A.D. SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy., So. Suite 125 Austin, Texas 78704 Page 2 of 3 MAY, 2001 ASA THOMAS SURVEY A•609 WILLIAMSON COUNTY, TEXAS SCALE 1'•200' 0 . 100. 200 DETAIL= A 6-01° 56'55" R-5741.58' T.97.65' L.195.27' CB -589° 06'03"W C-195.26' 11 S21" 00'10"E 39.66' 2 556' 25'17"W 64.32' L3 S42° 56'03"W 50.00' L4 S29° 26'50"W 64,32' NO2° 26 27"W 13297' 67.40' 'L6 fOQ N53* 33'53"E O ki 11 .4)4 8ry 4ry�h cb C1 DETAIL NOT TO SCALE VERNON L. JAKUB AND WIFE, JANETH M. JAKUB REMAINDER OF A CALLED 5.00 ACRE TRACT VOL. 844, PG. 912 D.R.W.C.TX. RECORDERS MEMORANDUM .A11 or parts of the text onthis dearly legible for satisfacto page was not 'Yrecordation. El TODAY PRA NICKERSON, L.P. (TRACT 3) CALLED 8.1417 ACRES DOC. NO. 2000049743 O,P,R.W.C.TX. o :3+ it i 12 16 O` tL3 ° ,i,4 SEE DETAIL A S SU9VET4NG-Ai9l.At 9A9f046•ENGINEERr:G Q 44, LOGO'. 4029 Capital of Texas Nig?xwey. So. axe BroClo Oaks Protesacnn. Plaza, Suite 125 Austin. Trxes 75704 (512) 447-0575 Fax: (512) 320-3029 NOTES: Q 0 5 PAZ. r.o.c. rs Pt orA.w.C.T,. LEGEND CONCRETE MONURENT SET CONCRETE u0NUUENT FOUND 60 D tot FOUFO V, IRON ROO SET 'A/CRP W' IRON ROD FOuMR UNLESS NOTED RECORD INFORMATION PONT Of BEG'+e 40 POSIT CF COIiiENC14G IRON ROO FOUR0 RON PPE FOLIO OFFICTMR. PVCLMC RECORDS wiLUMMSCN COUNTY, TEXAS OJL..CT: OFFICIAL RECORps WLLU1tSON CQuTh'. TEXAS PR..GT. PLAT RECORD*,ViRLUAYSON COUNTY, TEXAS c.R.-.4T,. DEED RECORDS WLUMd5 f! WATT. TEXAS BEARINGS AND COORDINATES ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM.NAD 83. CENTRAL ZONE AND ADJUSTED TO SURFACE USING A SURFACE ADJUSTMENT FACTOR OF 1.00012. AS PROVIDED BY DOUG ANDERSON, RPL:, SURVCON, INC. DETAILS ARE NOT DRAWN TO SCALE. I. HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UNDER MY DIRECTION AND SUPERVISION AND THAT THIS PLAT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. a S KEI H A. JIMENEZ REGISTERED PROFESSIINAL LA : URVEYQR NO. 4329, STATE 0 EXAS RIGHT-OF-WAY PLAT SHOWING PROPERTY OF TODAY PRA H;CKERSGN, DATE PAGE 3 OF 3 REF. FIE NOTE NO. 2127R 0.74 Acre Right -of -Way ASA Thomas Survey, A-609 Williamson County, Texas FN 2125R (TWH) May 8, 2001 SAM, .Inc. Job No. 99105-20 DESCRIPTION OF A 0.74 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 20.356 ACRE TRACT OF LAND (TRACT 2) DESCRIBED IN THE DEED TO TODAY PRA NICKERSON, L.P.; AS RECORDED IN DOCUMENT NO. 2000049743 OF THE OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS. SAID 0.74 ACRE TRACT OF LAND AS 'SHOWN ON THE ACCOMPANYING SKETCH AND BEING MORE PARTICULARLY DESCRIBED 13Y METES. AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 -inch iron rod with a plastic cap set in the common line of a called 4.7956 acre tract of land described in the deed to Grace Presbyterian Church, as recorded in Document No. 199940052 of the Official Records Williamson County, Texas and said Tract 2 for the southwest corner of the tract described herein, from which -a 1/2- . inch iron rod found for the southwest corner of said Tract 2 bears S 19'44' 42" E, a distance of 2064.28 feet; THENCE. with said common line, N 19° 44' 42" W, a distance of 50.53 feet to a 1J2 -inch iron rod found in the south Right -of -Way (ROW) line of Gattis School Road (a varying width ROW) same being the north common corner of said 4.7956 acre tract and said Tract 2, and for the northwest corner of the tract described herein: THENCE with the south ROW line of Oaths School Road, same being the north line of said Tract 2, the following two (2) courses and distances: ' N 88' 40' 05" E, a distance of 498.54 feet to a 1/2 -inch iron rod found for an angle point, and N 88° 01' 05" E, a distance of 49.69 feet to a concrete monument found in the proposed west ROW line of Arterial B for the northeast corner of the tract described herein, from which a concrete monument found in the proposed east ROW line of Arterial B bears with the south ROW line of Gattis School Road, N 88° 01' 05" E, a distance of 224.46 feet; THENCE crossing said Tract 2 with said proposed ROW line the following two (2) courses and distances: 1. S 48° 34' 20" E, a distance of 67.37 feet to a concrete monument found, and 2. S 02° 26' 27" E, a distance of 121.10 feet to a concrete monument set for the southeast corner of the tract described herein, from which a concrete monument found for a point of curvature in said proposed ROW line bears, S 02° 26' 27" E, a distance of 89.77 feet; Pagel of 3 0.74 Acre Right -of -Way ASA Thomas Survey, A-609 Williamson County, Texas FN 2125R (TWH). May 8, 2001 SAM, Inc. Job No. 99105-20 THENCE leaving said proposed ROW line and crossing said Tract 2 the following five (5) courses and distances: 1. N 33°21' 29" W, a distance of 63.30 feet to a concrete monument set for an angle point, 2. N 47°03' 57" W, a distance of 50.00 feet to a concrete monument set for an angle point, 3. N 60°46" 25" W, a distance of 63.30 feet to a concrete monument set for an angle point, 4. S 88° 18' 34" W, a distance of 424.28 feet to a concrete monument set for a point of curvature, and 5. with the arc of a curve to thc right a distance of 35.93 feet through a central angle of 01° 25' 31", having a radius of 1444.39 feet, and whose chord bears S 89 01 18" W, a distance of 35.93 feet to the POINT OF BEGINNING, and containing 0.74 acre of land, more or less. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment facror of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS COUNTY OF WILLIAMSON KNOW ALL MEN BY THESE PRESENTS: That I, Keith A. Jimenez, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during March 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 9th day of May 2001 A.D. SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy., So. Suite 125 . Austin, Texas 78704 �SOt= th A. Jimen- ""' 1-€.. , e istered Pre fe Mona Q`rPE61s7pq�a. {9 a' r s t\o. 4329 - State of Texas KEITH A. JIMENEZ i 4329 G `` .-...?.?...„,,,,,.-0,--4:-, ff suR' Page 2 of 3 11' eyor • 0.74 Acre Right -of -Way ASA Thomas Survey, A-609 Williamson County, Texas FN 2125R (TWH) May 8, 2001 SAM, Inc. Job No. 99105-20 THENCE leaving said proposed ROW line and crossing said Tract 2 the following five (5) courses and distances: 1. N 33'21' 29" W, a distance of 63.30 feet to a concrete monument set for an angle point, 2. N 47°03' 57" W, a distance of 50.00 feet to a concrete monument set for an angle point, 3. N 60°46' 25" W, a distance of 6330 feet to a concrete monument set for an angle point, 4. S 88°18' 34" W, a distance of 424.28 feet to a concrete monument set for a point of curvature, and S_ with the arc of a curve to the right a distance of 33.93 feet through a central angle of 01°25' 31", having a radius of 1444.39 feet, and whose chord bears S 89°01' 18" W, a distance of 35.93 feet to the POINT OF BEGINNING, and containing 0.74 acre of land, more or less. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS COUNTY OF WILLIAMSON KNOW ALL MEN BY THESE PRESENTS: That 1, Keith A. Jimenez, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during March 2001 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 9th day of May 2001 A.D. SURVEYING AND MAPPING, Inc. _= 4029 Capital Of Texas Hwy., So. Suite 125 . Austin, Texas 78704 .QE TFC �Qf• Ealsr�q o.=�y. r-az,t th A. Amen egistered Prf. fe .lona o. 4329 - State of Texas KEITH A. JIMENEZ \. A 4329 or in°fesswNr o4 ./ SUFR'-' Page 2 of 3 eyor —•1111111MIlli-z MAY. 2001 ASA THOMAS SURVEY A-609 WILLIAMSON COUNTY. TEXAS SCALE 1"-100' 0 _ 50 100 C1 d-01.25'31" R•1444.39 :•17.97 L•35.93 C8-589' 01'18"W C•35.93 GRACE PRESBYTERIAN CHURCH CALLED 4.7956 ACRES DOC. NO. 199940052 O.R.W.C.TX. ECORDERS MEMORANDUM ill or parts of the text on this page was not dearly legible for satisfactory recordation. TODAY PRA NICKERSON, L.P. (TRACT 2) CALLED 20.356 ACRES DOC. No. 2000049743 0.P.R.W.C.TX. 10'�--+ 2O•-..• ASA THOMAS SURVEY A-609 LEGEND 0 CONCRETE 14ONUMENT FOUND Ei CONCRETE MONUMENT SET A 60 D MN. FOUND V PON ROD 3E1 wICiW UNLESS NOTED %" IRON R00 Polite UNLESS NOTED I RECORD AvoRMATI0N nvs POINT OF 0EONATAIG p. ,e. PONT OF COMMEtC,NO #I PON ROD FOUND Pr PON PIPE FOUND 0J.Rw.CTs. WON, AMC RECORDS wLLIMISON CO NTY, TEXAS OF/C,AL RECORDS WILLONSON COUNTY, TEXAS P.&T.C.T4. PLAT RECOROS wtLLiAtl550T4 COUNTY. TEXAS •itN.C.T.. DEED RECORDS WILLIAMSON COUNTY, TEXAS NOTES' BEARINGS AND COORDINATES ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE AND ADJUSTED TO SURFACE USING A SURFACE ADJUSTMENT FACTOR OF 1,00012. AS PROVIDED BY DOUG ANDERSON, RPLS, SURVCON, INC. DETAILS ARE NOT DRAWN TO SCALE, I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UNDER MY DIRECTION AND SUPERVISION AND THAT THIS PLAT 15 TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. KEITH A JIMENEZ REGISTERED PROFESSION• LAND + 'EYOR NO. 4329, STATE OF AS 59/0/ DATE N60' 46'25"W , 63.30` —' i • N47° 03'57"W 50.00' N88" 40 05"E N33' 21'29"W - ' i .4• 63.30' - ° o .444 — — SO2 226'27"E502° 26'27"E e-,°� rO.� 89.77' 121.10' 1.-.1-1 i) )\ is ARTERIAL 0 7- NI: T.Of-wAY d d o N CO tV N Z CO 1 N. \ ,© KEITH A. JIMENEZ 4:29 .> SUR`► 1,.. T ° ifoirk1-...) —..—,.......� .��... ,.n ..,,t.„.... RING 4029 Capitate( TED= Highway. So. Brodie Oak: Protemonal Plaza, Suite 126 Aushn, Tc -r48 78704 (512) 447-0575 er c.rn RMO SCHOOL ROAD RIGHT-OF-WAY PLAT SHOWING PROPERTY OF TODAY PRA HiCKERSON, LP. PAGE 3 OF 3 REF. FtELD NOT. E NC. 2125R 1-Oa-01 -4-E6 I egyyttwPLIO PPLcIAL T1 fl pmn ornnonrn lila rim RumuL0 OFFICIAL PUBLIC RECORDS 05-09-2004 11:51 AM 2002035296 SUSAN $215.00 NANCY E. RISTER .COUNTY CLERK WILLIAMSON COUNTY, TEXAS CITY OF ROUND FlOOK ADMINISTRATION 221 EAST MAIN STREET ROUND ROCK, TEXAS 78664 Ckr SHDLi ROUND ROCK, TEXAS PURPOSE. PASSION PROSPERITY. June 25, 2002 Mayor Nyle Maxwell Mayor Pro -tem Tom Nielson Council. Members Alan McGraw Carrie Pitt Scot Knight Isabel Gallahan Gary Coe City Manager Robert L. Bennett, Jr. City Attorney Stephan L. Sheets Mr, Jay Hawes Provident Realty Advisors, Inc. 17440 N. Dallas Parkway, Suite 230 Dallas, Texas 75287 RE: Administrative Amendment to PUD 56, Single family building setbacks. Dear Mr. Hawes: Further to your request for an administrative modification of the front yard building setback requirements, I have made the following administrative amendment as provided for by section 16.1 of the PUD Agreement. 1. 'A variety of street yard building setbacks shall be provided to ensure a varied streetscape: These setbacks shall meet the following requirements: a. All garage doors facing the street shall have a minimum setback of twenty-two (22') feet. b.: All other building setbacks shall be a minimum of ten (10) feet; however, only one third of the homes may be built to this setback. The remaining two thirds of the homes shall provide setbacks of fifteen (15') feet or greater: d. No more than three homes in a row with front facing garages shall be permitted to have the same positioning between the front of the home and the garage door. e. The positioning shall be the distance that the front of the home is in front of or behind the garage door. f All setbacks shall measured from the furthest projection of the building including, window projections, fireplaces, or other similar projections. However, eaves may project into required setbacks a maximum of two (2') feet provided they do not encroach into any public or private utility easements. L—� City of Round Rock Planning and Community Development 101 East Old Settlers Boulevard mite 200 Round Rock, Texas 78664 Phone: 512.218.5428 • Fax: 512:218.3286-; www.ci.round-rock.tx.us g. Implementation of the varied setbacks shall require a site plan to be approved by the City Zoning Administrator prior to issuance of each building permit. The above amendment is intended to ensure the variety of setbacks anticipated by the original provision of PUD 56 without unduly limiting the selection of floor plans. Sincerely, im Stendebach, AICP Assistant Director of Planning & Community Development mes R Nuse, P.E. hief of Operations and Assistant City Manager City Attorney COUNTY OF WILLIAMSON § BEFORE ME; the undersigned authority; on this day personally appeared Jim Stendebach, known to me to be the person whose name is subscribed to the foregoing instrument as the Assistant Director of Planning and Community Development of the City of Round Rock, Texas, a municipal corporation, and he acknowledged to me that he executed the same for the purposes and considerations therein expressed, in the capacity therein stated. 3]IUNV N HAND AND SEAL OF OFFICE, this the I�day of DERMY 20 0Z i� oy 1NYF'(fM/.�c..9 ... 4 j `%. • e 74t �01/4�\ State of Texas THE, STATE OF TEXAS § COUNTY OF WILLIAMSON § BEFORE ME, the undersigned authority, on this day personally appeared James R. Nuse, known to me to be the person whose name is subscribed to the foregoing instrument as the Chief of Operations and. Assistant City Manager of the City of Round. Rock, Texas, a municipal corporation, and he acknowledged to me that he executed the same for the purposes and considerations therein expressed, in the capacity therein stated. GIV N UNDER MY HAND AND SEAL OF OFFICE, this the /4 day of 200 d Notary Public Signature State of Texas tv ELAINE FOXWORTH Notary Public, State of Texas My Commission Expires 0-15-03 THE STATE OF TEXAS § COUNTY OF WILLIAMSON § BEFORE ME, the undersigned authority, on this day personally appeared Charles Crossfield, known to me to be the person whose name is subscribed to the foregoing instrument as City Attorney of the City of Round Rock, Texas, a municipal corporation, and he acknowledged to me that he executed the same for the purposes.. and considerations therein expressed, in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the Jdayof •� , 204,', itfiti KATHYGREEN I MY COMMISSION EXPIRES July 26, 2003 • aryPublic Signature State of Texas AGREED TO BY OWNER TODAY HICKERSON, LP. By: Gattis School Partners, L.P. Its sole General Partner By: PRA General Partner, Inc., its sole General Partner By: Date: Leo ` J. Bac l es\ President THE STATE OF TEXAS § COUNTY OF W-11,LIA49.1610N § BEFORE ME, the undersigned authority, on this day personally appeared Leon J. Backes, known to me to be the person whose name is subscribed to the foregoing instrument as President of the PRA General Partner, Inc., and heacknowledged to me that he executed the same for the purposes and considerations therein expressed, in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the 1. L ASHLEA WILLIAMS Notary Public, State of Texas My Commission Expires 1/7/04 Please return to: Kathy Miller City of Round Rock (Li Planning Department 101 E. Old Settlers Blvd. Suite 200 Round Rock, Texas 78664 FILE RECORDB OFFICIAL PUBLIC RECORDS Crit • 'KIVA. 08-20-20b41:48 PM 2002063349 ANDERSON $20.00 NANCY E. RISTER ,COUNTY CLERK WILLIAMSON COUNTY, TEXAS 04 12 ROUND ROCK, TEXAS PURPOSE. PASSION. PROSPERITY. July 1, 2002 Mr. Gregory Bourgeois Jones & Carter, Inc: 512 E. Riverside Drive, Suite 202 Austin, Texas 78704 RE: Administrative Amendment to PUD 56, Field notes for Parcels 1 & 2. Dear Mr. Bourgeois: Further to your request for an administrative modification of the field notes for Parcels 1 & 2 attached as part of Exhibit C to the PUD, requirements we have made the following administrative amendment as provided for by section 16.1 of the PUD Agreement. The field notes for parcels 1 & 2, which form part of Exhibit C shall be replaced by the field notes attached hereto as Exhibit 1. Mayor Nyle Maxwell. Mayor Pro -tem Tom Nielson Council Members Alan McGraw Carrie Pitt Scot Knight Isabel Gallahan Gary Coe City Manager Robert L. Bennett, Jr. City Attorney Stephan L. Sheets The above amendment is intended permit a minor adjustment of the boundary between the Commercial and Office Sites without changing the intent of the original plan. Sincerely, Jim Stendebaach, AICP Director of Planning & Community Development A � � R. Nuse, P.E. Chief of Operations Charles Cr• ' eld City Attorney Assistant City Manager City of Round Rock Planning and Comm:emity Development 101 East Old Settlers Boulevard Suite 200 Round Rock, Texas 78664 Phone: 512.218.5428 • Fax: 512218:3286 www.ci:round-rock.tx.us THE STATE OF TEXAS.. § COUNTY OF WILLIAMSON § BEFORE ME, the undersigned authority, on this day personally appeared Jim Stendebach, known to me to be the person whose name is subscribed to the foregoing instrument as the Assistant Director of the Planning and Community Development of the City of Round Rock, Texas, a municipal corporation, and he acknowledged to me that he executed the same for the purposes and considerations therein expressed, in the capacity therein stated: � N UNDER MY HAND AND SEAL OF OFFICE, this the 1 day of �{1,v� /l/� , 20 nZ Public Signature' State of Texas THE STATE OF TEXAS COUNTY OF WILLIAMSON § BEFORE ME, the undersigned authority, on this day personally' appeared James R. " Nuse, PE., known to me to be the person whose name is subscribed to the foregoing instrument as Chief of Operations and Assistant City Manager of the City of Round Rock, Texas, a municipal corporation, and he acknowledged to me that he executed the same for the purposes and considerations therein expressed, in the capacity therein stated. G EN UNDER MY HAND AND SEAL OF OFFICE, this the %4 day of 20d 5 ELAINE FOXWORTH State of Texas $ Notary Public, State of Texas My Commission Expires 6-15-03 ktria NotaryPublic Signature. THE STATE OF TEXAS COUNTY OF WILLIAMSON BEFORE ME, the undersigned authority, on this day personally appeared Charles Crossfield, known to me to be the person whose name is subscribed to the foregoing instrument as City Attorney of the City of Round Rock, Texas, a municipal corporation, and he acknowledged to me that he executed the same for the purposes and considerations therein expressed, in the capacity therein stated. ,$,S.. \\N{ N Mk EN UNDER MY HAND AND SEAL OF OFFICE, this the o�¢RY AUB4,c9 `'°�� ¢-'201) N REED TO BY OWNER TODAY PRA HICKERSON, LP By: Gattis School Partners, L.P. Its sole General Partner By: By: PRA General Partner, Inc., its sole. General Partner Leon ackes, President Date: Ju tV 12-1 2W2— THE W2 THE STATE OF TEXAS COUNTY OF WILLIAMSON § day of 20 0-- taryPublic Signa re State of Texas BEFORE ME, the undersigned authority, on this day personally appeared Leon J. Backes, known to me to be the person whose name is subscribed to the foregoing instrument` as President of the PRA General Partner, Inc., and he acknowledged to me that he executed the same for the purposes and considerations therein expressed, in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the 12 day of J U i 2062 2 GAYLE A. WALLACE Notary Public, State of Texas Ry Commission Expires 09.04-04 (o Q. l.1XtQkuk, Notary Public Signature State of Texas Official Records Williamson County, Texas 11J1EN 113 FIELICD Nc rE rte`P■F c EL 2 29.50 Acre Commercial Zoning Tract FN2285R(BDN) Asa Thomas Survey A-609 May 16, 2002 Williamson County, Texas SAM, Inc. Job No. 21204-07 DESCRIPTION OF A 29.50 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS; SAID 29.50 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference at a 1/2 -inch iron rod found on the south right-of-way line for Gattis School Road (width varies), being the northwest corner of a called 5.000 acre tract of land described in the deed to Vernon L. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, also being the northeast corner of a proposed 2.62 acre tract of land for additional right-of-way purposes and the northeast corner of said 105.508 acre tract; THENCE S 89° 20' 08" W, with the existing southerly right-of-way line of said Gattis School Road, being common with the north line of said 105.508 acre tract, a distance of 1135.66 feet to a 1/2 -inch iron rod found for an angle point; THENCE S 37° 51' 43" E, leaving said common line and crossing said 105.508 and said 2.62 acre tract, a distance of 67.83 feet to a calculated northeast corner and POINT OF BEGINNING of the tract described herein; THENCE leaving the southerly lines of said 2.62 acre tract, continuing across said 105.508 acre tract, the following eighteen (19) courses and distances: 1. S 00° 04' 31" E, a distance of 259.76 feet to a calculated angle point, 2. S 89° 55' 29" W, a distance of 84.49 feet to a calculated angle point, 3. S 88° 18' 34" W, a distance of 119.81 feet to a calculated angle point, 4. S 01° 41' 26" E, a distance of 58.73 feet to a calculated angle point, 5. S 13° 18' 34" W, a distance of 102.66 feet to a calculated angle point, 6. S 88° 05' 43" W, a distance of 41.62 feet to a calculated angle point, 7. S 41° 33' 52" W, a distance of 245.03 feet to a calculated angle point, 8. S 01° 41' 23" E, a distance of 112.56 feet to a calculated angle point, 9. S 40° 00' 04" W, a distance of 131.39 feet to a calculated angle point, 10. with the arc of a curve to the right, a distance of 113.08 feet through a central angle of 18° 56' 42", having a radius of 342.00 feet and a chord which bears S 49° 28' 25" W, 112.57 feet to a calculated point of compound curvature, 11. with the arc of a curve to the right, a distance of 64.85 feet through a central angle of 50° 53' 52", having a radius of 73.00 feet and a chord which bears S 29° 46' 35" W, 62.74 feet to a calculated point, 12. S 20° 11' 56" E, a distance of 56.62 feet to a calculated point of curvature, Page 1 of 4 EXHIBIT "1" 29.50 Acre Commercial Zoning Tract FN2285R(BDN) Asa Thomas Survey A-609 May 16, 2002 Williamson County, Texas SAM, Inc. Job No. 21204-07 13. with the arc of a curve to the left, a distance of 300.34 feet through a 29° 09' 58", having a radius of 590.00 feet and a chord which bears 297.10 feet to a calculated point of compound curvature, 14. with the arc of a curve to the left, a distance of 176.76 feet through a 34° 55' 25", having a radius of 290.00 feet and a chord which bears S distance of 174.04 feet to a calculated point of tangency, 15. S 82° 47' 04" E, a distance of 217.38 feet to a calculated angle point, 16. S 04° 47' 00" W, a distance of 50.37 feet to a calculated angle point, 17. S 82° 47' 04" E, a distance of 385.93 feet to a calculated angle point, 18. S 59° 50' 59" W, a distance of 97.95 feet to a calculated angle point, and 19. S 16° 27' 35" E, a distance of 247.36 feet to a calculated angle point on the curving northeasterly right-of-way line of A.W. Grimes Boulevard (120' wide), as dedicated by Document Number 2001038661, Official Public Records of Williamson County, Texas; THENCE S 22° 50' 16" W, crossing said A.W. Grimes Boulevard, a distance of 60.00 feet to a calculated centerline point of same; THENCE with the centerline of said A.W. Grimes Boulevard, the following five (5) courses and distances: 1. with the arc of a curve to the left, a distance of 237.84 feet through a central angle of 19° 01' 38", having a radius of 716.20 feet and a chord which bears N 76° 40' 33" W, a distance of 236.75 feet to a calculated point of tangency, 2. N 86° 11' 23" W, a distance of 237.30 feet to a calculated point of curvature, 3. with the arc of a curve to the right, a distance of 1018.89 feet through a central angle of 66° 13' 40", having a radius of 881.47 feet and a chord which bears N 53° 04' 33" W, a distance of 963.11 feet to a calculated point of tangency, 4. N 19° 57' 42" W, a distance of 288.04 feet to a calculated point of curvature, and 5. with the arc of a curve to the right, a distance of 625.84 feet through a central angle of 17° 12' 39", having a radius of 2083.48 feet and a chord which bears N 11° 21' 23" W, a distance of 623.49 feet to a calculated angle point; THENCE N 29° 26' 50" E, passing at a distance of 113.52 feet a concrete monument with brass disk found for the southwest corner of said 2.62 acre tract, being on the easterly right-of-way line of said A.W. Grimes Boulevard, being a westerly line of the tract described herein, and continuing for a total distance of 177.84 feet to a concrete monument with brass disk found for an angle point; THENCE continuing across said 105.508 acre tract with the southerly lines of said 2.62 acre tract, the following four (4) courses and distances: central angle of S 34° 46' 55" E, central angle of 65° 19' 21" E, a 1. N 42° 56' 03" E, a distance of 50.00 feet to a concrete monument with brass disk found for an angle point, Page 2 of 4 29.50 Acre Commercial Zoning Tract FN2285R(BDN) Asa Thomas Survey A-609 May 16, 2002 Williamson County, Texas SAM, Inc. Job No. 21204-07 2. N 56° 25' 17" E, a distance of 64.32 feet to a concrete monument with brass disk found for an angle point, 3. N 88° 18' 34" E, a distance of 919.46 feet to a concrete monument with brass disk found for an angle point, and 4. S 89° 55' 29" E, a distance of 88.29 feet to the POINT OF BEGINNING and containing 29.50 acres of land, more or Tess. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON That I, Michael R. Hatcher, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during May 2002 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 16th day of May 2002 A.D. SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy. So, Suite 125 Austin, Texas 78704 Page 3 of 4 ich-el R. Hatch -r Registered Professional Land Surveyor No. 4259 - State of Texas 2.62 ACRES .Z ADDITIONAL RIGHT-OF-WAY PURPOSES S 89'55'29" E 88.29' N 5625'17" E N 42'56'03" E 64.32' 50.00' N 29'26'50" E 177.84' 20.04 ACRES (o, t.11 CP • Vas GATTIS SCHOOL ROAD (ROW WIDTH VARIES) S 8818134" W 119.81' S 01'41'26" E �a 58.73' S 41'33'52" W 245.03' BLOCK A 4 o 4 BLOCK C LEGEND S 89'20'08" W 1135.66' S 37'51'43" E P.O.B. 67.83' S 00'04'31" E 259.76' S 89'55'29" W S 1318'34" W 102.66' S 88'05'43" W 41.62' ASA THOMAS SURVEY, ABSTRACT NO. S 01'41'23" E 112.56' WILLIAMSON COUNTY, TEXAS P.O.C. 3/8" IRON ROD FOUND S 40'00'04" W 131.39' C1 S 2011'56" E 56.62' C3 TODAY PRA HICKERSON, LP. CALLED 105.508 ACRES DOC.# 2000049743 0.P.R.W.C.TX. S 82'47'04" E 217.38'S 04'47'00" W C4 50.37' S 82'47'04" E 385.93' 237.30' N 86'11'23 W A.W. GRIMES BOULEVARD (120' VNDE) DOC. No. 2001038661 0.P.R.W.C.TX. (UNDER CONSTRUCTION) • 1/2" IRON ROD FOUND 0 CONCRETE MONUMENT WITH BRASS DISK FOUND A CALCULATED POINT P.O.C. POINT OF CEMMENCEMENT P.O.B. POINT OF BEGINNING D.R.W.C.TX. DEED RECORDS OF WILLIAMSON COUNTY, TEXAS O.P.R.W.C.TX. OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, P.R.W.C.TX. PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTES: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS REMAINDER OF A CALLED 5.000 AC. VERNON L. JAKUB AND WIFE, JANETH M. JAKUB VOL. 844, PG. 912 D. R. W. C. TX. S 59'50'59" W 97.95' S 16'27'35" E 247.36' S 22'50'16" W C5 60.00' REMAINDER OF \ A CALLED 33.509 AC. DELL COMPUTER HOLDINGS, L.P. DOC. # 1999971259 O.P.R.W.C.TX. 609 LOT 2 DuPONT SUBDIVISION CAB. 0, SL. 102 P.R.W.C. TX. CURVE TABLE Curve # Delta Radius Length Chord Bearing Chord C1 1836'42' 342.00' 113.08' N 49'28'25" E 112.57 C2 503332' 73.00' 84.85' N 2946'35' E 62.74' C3 29'0938" 590.00' 300.34' S 344635' E 297.10' C4 34"55'25' 290.00' 176.76' S 6519'21' E 174.04' C5 19'01'38' 716.20' 237.84' N 76'40'33" W 236.75' C6 6613'40' 881.47 1018.89' S 5334'33' E 963.11' C7 1712'39" 2083.48' 625.84' S 1171'23' E 623.49' TEXAS INWIN PROJECT: HICKERSON JOB NUMBER: 22096-20 GATE: NAY 16. 2002 SURVEYOR: PARTY CHIEF: FIELOBOOK: FIELDNOTE: TECHNICIAN: DRAWING: SCALE: SURVEYINO.AERTAL MAPPIRO•ENOINEERINO 4029 CAPITAL OF TEXAS HIGHWAY. SO. BRODIE OAKS PROFESSIONAL PLAZA, SUITE 125 AUSTIN TEXAS. 78704 (512) 447-0575 FAX: (512) 326-3029 EMAIL: SAMI SAM -INC -AUS. COM GRAPHIC SCALE SKETCH TO ACCOMPANY FIELD NOTE No. 2285R PAGE 4 OF 4 1\r -Th ICS FIELLD NJC3TE CEL 1 13.31 Acre Office Zoning Tract FN2284R(MLQ) Asa Thomas Survey A-609 May 16, 2002 Williamson County, Texas SAM, Inc. Job No. 21204-07 DESCRIPTION OF A 13.31 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS; SAID 13.31 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference at a 1/2 -inch iron rod found on the south right-of-way line for Gattis School Road (width varies), being the northwest corner of a called 5.000 acre tract of land described in the deed to Vernon L. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, also being the northeast corner of a proposed 2.62 acre tract of land for additional right-of-way purposes and the northeast corner of said 105.508 acre tract, and from which point a %-inch iron rod found for the southeast corner of said 105.508 acre tract bears S 21° 00' 10" E, a distance of 1791.75 feet; THENCE S 21° 00' 10" E, with the west line of said 5.000 acre tract, being common with the east line of said 2.62 acre tract and said 105.508 acre tract, a distance of 39.66 feet to a concrete monument with brass disk found for the northeast corner and POINT OF BEGINNING of the tract described herein; THENCE S 21° 00' 10" E, continuing with the west line of said 5.000 acre tract, being the east line of said 105.508 acre tract, a distance of 502.03 feet to a calculated point for the southeast corner of the tract described herein; THENCE leaving the west line of said 5.000 acre tract and crossing said 105.508 acre tract, the following eleven (11) courses and distances: 1. S 88° 07' 43" W, a distance of 904.06 feet to a calculated angle point, 2. N 07° 40' 27" W, a distance of 57.25 feet to a calculated angle point, 3. N 11° 41' 34" E, a distance of 0.37 feet to a calculated angle point, 4. with the arc of a curve to the right, a distance of 259.47 feet through a central angle of 02° 35' 21", having a radius of 5741.58 feet and a chord which bears S 88° 46' 54" W, a distance of 259.45 feet to a calculated point of tangency, 5. N 89° 55' 23" W, a distance of 182.69 feet to a calculated angle point, 6. S 88° 05' 43" W, a distance of 160.77 feet to a calculated angle point, 7. N 13° 18' 34" E, a distance of 102.66 feet to a calculated angle point, 8. N 01° 41' 26" W, a distance of 58.73 feet to a calculated angle point, 9. N 88° 18' 34" E, a distance of 119.81 feet to a calculated angle point, 10. N 89° 55' 29" E, a distance of 84.49 feet to a calculated angle point, and 11. N 00° 04' 31" W, a distance of 259.76 feet to a calculated angle point on a southern line of said 2.62 acre tract; THENCE with the southerly lines of said 2.62 acre tract, being northerly lines of the tract described herein, the following three (3) courses and distances: 1. S 89° 55' 29" E, a distance of 94.40 feet to a concrete monument with brass disk found for a point of curvature, Page 1 of 3 EXHIBIT "1" 13.31 Acre Office Zoning Tract FN2284R(MLQ) Asa Thomas Survey A-609 May 16, 2002 Williamson County, Texas SAM, Inc. Job No. 21204-07 2. with the arc of a curve to the left, a distance of 195.27 feet through central angle of 01° 56' 55", having a radius of 5741.58 feet and a chord which bears N 89° 06' 03" E, a distance of 195.26 feet to a concrete monument with brass disk found, and 3. N 88° 07' 39" E, a distance of 818.96 feet to the POINT OF BEGINNING and containing 13.31 acres of land, more or Tess. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON That I, Michael R. Hatcher, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during May 2002 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 16th day of May, 2002 A.D. SURVEYING AND MAPPING, Inc. 4029 Capital Of Texas Hwy. So, Suite 125 Austin, Texas 78704 Page 2 of 3 . nrao, Mic =e1 R. Hatcher Registered Professional Land Surveyor No. 4259 - State of Texas GATTIS SCHOOL ROAD 2.62 ACRES FOR ADDITIONAL (ROW WIDTH VARIES) RIGHT—OF—WAY PURPOSES S 21'00'10" E 39.66' P.O.C. S 37'51'43" E 67.83' '0 N 00'04'31" W S 89'55'29" E 259.76' 94.40' N 89'55'29" E 84.49' 160.77' S 88'05'43" W 182.69' N 89'55'23" W N 11'41'34" E 0.37' N 8818'34" E 119.81' A� N 01'41'26" W 58.73' N 1318'34" E 102.66' • P.O.C. P.O.B. D.R.W.C.TX. 0.P.R.W.C.TX. P.R.W.C.TX. C1 TODAY PRA HICKERSON, L.P. CALLED 105.508 ACRES DOC.# 2000049743 0.P.R.W.C.TX. PROJECT: HICKERSON LEGEND N 88'07'39" E 818.96' 13.31 ACRES N 0740'27" W 57.25' S 88'07'43" W 904.06' N P.O.B. 0 f REMAINDER Of A to CALLED 5.000 AC. VERNON L. JAKUB AND WIFE. JANETH M. JAKUB 1J VOL. 844. PG. 912 D.R.W.C.TX. CURVE TABLE Curve # Delta Radius Length Chord bearing Chord C1 0235'21" 5741.58' 259.47' S 88'46'54' W 259.45' C2 0156'55" 5741.58' 195.27' N 89'06'03" E 195.26' A.W. GRIMES BOULEVARD (120' WIDE) DOC. No. 2001038661 0.P.R.W.C.TX. (UNDER CONSTRUCTION) ASA THOMAS SURVEY, ABSTRACT NO. 609 WILLIAMSON COUNTY, TEXAS 1/2" IRON ROD FOUND UNLESS OTHERWISE NOTED CONCRETE MONUMENT WITH BRASS DISK FOUND CALCULATED POINT POINT OF COMMENCEMENT POINT OF BEGINNING DEED RECORDS OF WILLIAMSON COUNTY, TEXAS OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTES: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS ,`I' �t��SQteeoc fae.O.<•l 0�,c Qat ib�e • 2 5' 150' 7 ' 150' 300' GRAPHIC SCALE JOB HUMBER: 22096-20 DATE: MAY 16, 2002 SURVEYOR: MRH PARTY CHIEF: FRELDBOOK: FIELONOTE: FN2264R.CMS TECHNICIAN: 90M/CMS ` DRAWING: FN2284R.DW0 SCALE: 1--300' • 4029 CAPITAL OF TEXAS HIGHWAY. SO. BRODIE OAKS PROFESSIONAL PLAZA, SUITE 125 • AUSTIN TEXAS. 78704 (512) 647-0575 FAX: (512) 326-3029 EMAIL: SAMWSAM-INC-AUS.COM SKETCH TO ACCOMPANY FIELD NOTE No. 2284R PAGE 3 OF 3 rn {eV OFFICIAL PUBLIC RECORDS 07-15-2002 03:16 PM 2002053541 SUSAN $31.00 NANCY E. RISTER ,COUNTY CLERK WILLIAMSON COUNTY, TEXAS ADMINISTRATIVE AMENDMENT TO PUD 56 ROUND ROCK, TEXAS PURPOSE. PASSION. PROSPERITY. Mayor Nyle Maxwell Mayor Pro -tem Alan McGraw Council Members Rufus Honeycutt Joe Clifford Carlos T. Salinas Scott Rhode Gary Coe City Manager James R. Nuse, P.E. City Attorney Stephan L. Sheets August 31, 2005 Kim Wise Provident Realty Advisors 975 One Lincoln Centre 5400 LBJ Freeway Dallas, TX 75240 IIII 111111 1111111 111111111111111 IIII 111 111 11111 RE: Administrative Amendment to PUD 56, parcel boundaries Dear Mr. Wise: AMEN 21 PGS 2005077702 Further to your request for an administrative modification of the parcel boundaries in PUD 56 (Randall's Town Centre), we have made the following administrative amendment as provided for by Section 16.1 of the Development Agreement. The parcel map and the metes and bounds descriptions for Parcels 1, 2, 3A and 3B of Exhibit C are replaced with the revised versions attached hereto. The above amendment is intended to adjust two parcel boundaries in order to provide a more efficient use of land. More specifically, approximately an acre and half of Parcel 1 (designated for office use) is being transferred to Parcel 3A (designated for town house use). This area was originally reserved for extra detention storage volume, but after final design, analysis has determined that this space is not necessary and may therefore be used for development. Because the land is separated from the majority of Parcel 1 by a drainage way, it would not allow for cohesive development on that tract. Adding it to Parcel 3A, on the other hand, allows it to be used as an integral part of the development on that parcel. It should be noted that this change does not alter in any way the permitted density of the parcel. In addition, approximately a half acre of Parcel 3B (designated for town house use) is being transferred to Parcel 2 (designated for commercial use). This area is a narrow extension of Parcel 3B that was originally intended to provide access to Town Centre Drive in the event that Bryant Drive (located south of Town Centre Drive) was not constructed. Because Bryant Drive has been constructed (thus providing Parcel 3B with direct access to A.W. Grimes), this narrow tract is no longer needed for Parcel 3B. It has also been determined by the City that this 064-01-;247). Yt 1 CITY OF ROUND ROCK PLANNING AND COMMUNITY DEVELOPMENT 301 W. Bagdad, Suite 210 • Round Rock, Texas 78664 Phone: 512.218.5428 • Fax: 512.218.3286 • www.ci.round-rock.tx.us point of access is not needed for emergency access. By giving this land to Parcel 2, it becomes usable land rather than an awkward narrow strip suitable for no other use than an unnecessary driveway that would have required a bridge. Because the acreage involved in these boundary modifications is so small, and because the residential density approved in the PUD does not change, the re- alignment is considered a minor amendment that allows for a more efficient use of the property consistent with the intent of the PUD. Sincerely, Stendebach, AICP Director of Planning 2764 Tom Word, P.E. Chief of Public Works. erations Charles Crossfield City Attorney THE STATE OF TEXAS COUNTY OF WILLIAMSON § BEFORE ME, the undersigned authority, on this day personally appeared Jim Stendebach, known to me to be the person whose name is subscribed to the foregoing instrument as the Director of Planning of the City of Round Rock, Texas, a municipal corporation, and he acknowledged to me that he executed the same for the purposes and considerations therein expressed, in the capacity therein stated. GIVEN ,UNDER MY HAND AND SEAL OF OFFICE, this thel day of (i //0/11-c, 2005. 611111P rifi;2 REP ". `nnC `t d 11110.V, f Notary Public Signature State of Texas THE STATE OF TEXAS COUNTY OF WILLIAMSON § BEFORE ME, the undersigned authority, on this day personally appeared Tom Word, known to me to be the person whose name is subscribed to the foregoing instrument as the Chief of Public Works Operations of the City of Round Rock, Texas, a municipal corporation, and he acknowledged to me that he executed the same for the purposes and considerations therein expressed, in the capacity therein stated. GIVEN UNDER )e Jt" iii1'1 ,20Q IIID AND SEAL OF OFFICE, this the r LYN4,,,�� fo THE STATE OF TEXAS COUNTY OF WILLIAMSON § ago day of Notary Public Signature State of Texas BEFORE ME, the undersigned authority, on this day personally appeared Charles Crossfield, known to me to be the person whose name is subscribed to the foregoing instrument as City Attorney of the City of Round Rock, Texas, a municipal corporation, and he acknowledged to me that he executed the same for the purposes and considerations therein expressed, in the capacity therein stated. r GIVEvp1DER MY HAND AND SEAL OF OFFICE, this they day of „Adik.2005. 4 o ry Public Signature State of Texas AGREED TO BY OWNER: Today PRA Hickerson, L.P. A Texas Limited Partnership By: Gattis School Partners, L.P. A Texas Limited Partnership Its General Partner By: PRA General Partner, Inc. A Texas Corporation Its General Partner By: Kim�ise Authorized Representative THE STATE OF t'hXAS COUNTY OF DALLAS § BEFORE ME, the undersigned authority, on this day personally appeared Kim Wise, known to me to be the person whose name is subscribed to the foregoing instrument as an Authorized Representative for Today PRA Hickerson, L.P., A Texas Limited Partnership, and he acknowledged to me that he executed the same for the purposes and considerations therein expressed, in the capacity therein stated. t , GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the i day of _92005. Notary Public Signature State of Texas FI�e Nemec J:PROJECTS\A023\001\EXHIBITS\ZONING MAP REV 9-21-05 SOUTH CREEK SEC. 19 SOUTH CREEK SEC. 2 AMENDED GATT/S SCHOOL RD OFFICE PARCEL 1 (1208 Ac.) COMMERC/AL PARCEL 2 (29.64 AC.) SINGLE FAM/LY PARCEL 4 (11.51 Ac.) TOWN HOUSE PARCEL 34 (18.56 Ac) TOWN HOUSE PARCEL 38 (27.32 Ac.) (MEND MC MED/AN CUT CC CURB CUT E MOR AND ,M Ali Or pieta of dI6 text on thispagewas not cleat;kd feehl ' ' MierZ`d Lewd i on, 0 250 500 1000 SCALE: 1" = 500' CEL 5 (6.19 Ac.) PROVIDENT REALTY ADVISORS PUD NO. 56 EXHIBIT C REVISED DRIVEWAY ACCESS AND PARCEL LAYOUT I"'" J 0 N E S & C ARTE R, I N C. ..1..6 ENGINEERS• PLANNERS• SURVEYORS 805 Las Cimas Parkway, Suite 230 Austin, Texas 78746-5493 (512) 441-9493 Exhibit C Job No, A023 -O01 Dote 9-21-05 12.08 Acre Office Zoning Tract FN2284R2(SLK) Asa Thomas Survey A-609 August 22, 2005 Williamson County, Texas SAM, Inc. Job No. 25218-01 DESCRIPTION OF A 12.08 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS AND A PORTION OF JOYCE LANE, A VARYING WIDTH R.O.W. DEDICATION PER PLAT OF THE ENCLAVE AT TOWN CENTRE, PHASE I, AS RECORDED IN CABINET Z, SLIDES 30 AND 31 OF THE PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS; SAID 12.08 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference at a 1/2 -inch iron rod found on the south right-of-way line for Gattis School Road (width varies), being the northwest corner of a called 5.000 acre tract of land described in the deed to Vernon L. Jakub and wife Janeth M. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, also being the northeast corner of a proposed 2.62 acre tract of land for additional right-of-way purposes and the original northeast corner of said 105.508 acre tract, and from which point a 1/2 -inch iron rod found for the southeast corner of said 105.508 acre tract bears S 21° 00' 10" E, a distance of 1791.75 feet; THENCE S 21° 00' 10" E, with the west line of said 5.000 acre tract, being common with the east line of said 2.62 acre tract and said 105.508 acre tract, a distance of 39.66 feet to a concrete monument with brass disk found for the northeast corner and POINT OF BEGINNING of the tract described herein; THENCE S 21° 00' 10" E, continuing with the west line of said 5.000 acre tract, being the east line of said 105.508 acre tract, a distance of 502.03 feet to a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for the northeast corner of said Enclave At Town Centre, Phase I, same being the southeast corner of the tract described herein; THENCE leaving the west line of said 5.000 acre tract and crossing said 105.508 acre tract, the following seven (7) courses and distances: 1. S 88° 07' 43" W, with the north line of said Enclave At Town Centre, Phase I, passing a concrete monument set for the northwest corner of said Enclave At Town Centre, Phase I at a distance of 864.01 feet, and continuing for a total distance of 904.06 feet to a calculated angle point, 2. N 07° 40' 27" W, a distance of 57.25 feet to a calculated angle point, 3. N 11° 41' 34" E, a distance of 0.37 feet to a calculated point of curvature, 4. with the arc of a curve to the right, a distance of 223.12 feet through a central angle of 02° 13' 35", having a radius of 5741.58 feet and a chord which bears S 88° 36' 01" W, a distance of 223.10 feet to a calculated point of tangency, 5. N 17° 38' 45" E, a distance of 84.73 feet to a calculated angle point, 6. N 66° 55' 48" W, a distance of 194.84 feet to a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for the southeast corner of Lot 1, Block A, of Randall's Town Centre, Section One, recorded in Cabinet W, Slides 330 and 331 of the Plat Records of Williamson County, Texas, and 7. N 00° 04' 31" W, with the east line of said Lot 1 a distance of 259.76 feet to a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for the northeast corner of said Lot 1, same being in the southern line of said 2.62 acre tract, from which a 1/2 -inch iron rod found bears N 37° 51' 43" W, a distance of 67.83 feet; Page 1 of 3 12.08 Acre Office Zoning Tract Asa Thomas Survey A-609 Williamson County, Texas THENCE with the southern line of said 2.62 acre tract and the northern the following three (3) courses and distances: 1. S 89° 55' 29" E, a distance of 94.40 feet to a concrete for a point of curvature, FN2284R2(SLK) August 22, 2005 SAM, Inc. Job No. 25218-01 line of the tract described herein, monument with brass disk found 2. with the arc of a curve to the left, a distance of 195.27 feet through central angle of 01° 56' 55", having a radius of 5741.58 feet and a chord which bears N 89° 06' 03" E, a distance of 195.26 feet to a concrete monument with brass disk found for a point of tangency, and 3. N 88° 07' 39" E, a distance of 818.96 feet to the POINT OF BEGINNING and containing 12.08 acres of land, more or Tess. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THIS DOCUMENT IS NOT INTENDED FOR USE IN TRANSFER OF TITLE. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TRAVIS That I, C. M. Solomon, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 23rd day of August 2005 A.D. SURVEYING AND MAPPING, Inc. 5508 West Highway 290, Building B Austin, Texas 78735 Page 2 of 3 C. M. Solomon Registered Professional Land Surveyor No. 5734 - State of Texas GATTIS SCHOOL ROAD 2.62 ACRES FOR ADDITIONAL (ROW WIDTH VARIES) RIGHT-OF-WAY PURPOSES N 37'51'43" W 67.83' El '' O N 00'04'31" W \L C2 259.76' S 89'55'29" E LOT 1 94.40' LOT 2 LOT 3 S 21'00'10" E 39.66' P.O.C. N 88'07'39" E 818.96' O N1 7'38'45"E / 84.73' 12.08 ACRES N66'55'48"W 194.84' , (SEE DETAIL "A") N 07'40'27" W 57.25' C1 N 11'41'34" E 0.37' 864.01' o 0 4 S 88'07'43" W 904.06' `CONCRETE MONUMENT SET O /TODAY PRA HICKERSON, L.P. LOT 8 CALLED 105.508 ACRES I DOC.# 2000049743 0.P.R.W.C.TX. ASA THOMAS SURVEY, ABSTRACT NO. 609 WILLIAMSON COUNTY, TEXAS A.W. GRIMES BOULEVARD (120' WIDE) DOC. No. 2001038661 0.P.R.W.C.TX. u1 P.O.B. 0 REMAINDER OF A CALLED 5.000 AC. VERNON L JAKUB AND WIFE, JANETFI M. JAKUB VOL 844, PG. 912 D.R.W.C.TX. ENCLAVE AT TOWN CENTRE PHASE 1 DOC.# 2004053279 0.P.R.W.C.TX. CO `ERS MEMORAND X19 or pans of the text on this page was not dearlyle ihln arion. RANDALL'S TOWN CENTRE SECTION ONE CABINET W, SLIDES 330 & 331 PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS DOC. No. 2002091429 0. P. R. W.C.TX. • O A P.O.C. P.O.B. D. R. W. C. TX. O. P. R. W. C. TX. LEGEND C1 N11'41'34"E 0.37' S07'40'27"E 57.25' DETAIL "A" (NOT TO SCALE) CURVE TABLE Curve # Delta Radius Length Chord Bearing (had C1 02'13'35" 5741.58' 223.12' S 8816'01' W 223.10' C2 01'56'55' 5741.58' 195.27' N 89'06'03" E 195.26' REPLAT OF LOTS 2 & 3, BLOCK A RANDALL'S TOWN CENTRE SECTION ONE CABINET Y, SLIDES 97 & 98 PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS DOC. No. 2003113249 0.P.R.W.C.TX. JOYCE LANE — DEDICATED © ENCLAVE AT TOWN CENTRE PHASE 1 CABINET Z, SLIDES 30 & 31 PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS DOC.# 2004053279 0.P.R.W.C.TX. 1 /2" IRON ROD FOUND UNLESS OTHERWISE NOTED 1/2" IRON ROD WITH "SAM, INC." PLASTIC CAP SET UNLESS OTHERWISE CONCRETE MONUMENT WITH BRASS DISK FOUND CALCULATED POINT POINT OF COMMENCEMENT POINT OF BEGINNING DEED RECORDS OF WILLIAMSON COUNTY, TEXAS OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS NOTES: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS NOTED THIS DOCUMENT IS NOT INTENDED FOR USE IN TRANSFER OF TITLE. 300' 225' 150' 75' 0' 150' 300' GRAPHIC SCALE PROJECT: NICKERSON .108 NUMBER: 25218-01 DATE: AUGUST 22, 2005 SURVEYOR: C. M. SOLOMON PARTY CHIEF: N A FIELDB00K: N/A FIELONOTE: FN2284R2(5LK) TECHNICIAN: BDN/CMS/SLK DRAWING: FN2284R2.DWG SCALE: 1'=300' 4029 CAPITAL OF TEXAS HINMAY, 50. SROM SOAKS PEOAg10NAL PLAZA, SUITE IZE en. Amin T5I1Af, 75704 (512) 447-0575 PAK: (512) 526-3029 EMAIL: SAM41SAN-114C-AAJ8.COM SKETCH TO ACCOMPANY FIELD NOTE No. 2284R2 PAGE 3 OF 3 29.64 Acre Commercial Zoning Tract FN2285R2(SLK) Asa Thomas Survey A-609 August 22, 2005 Williamson County, Texas SAM, Inc. Job No. 25218-01 DESCRIPTION OF A 29.64 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, A PORTION OF LOTS 1, 4, 5, 6, 7, AND 8 OF BLOCK A, RANDALL'S TOWN CENTRE, SECTION ONE, RECORDED IN CABINET W, SLIDES 330 AND 331 OF THE PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS, AND A PORTION OF LOTS 2 AND 3 AMENDED BY THE REPLAT OF LOTS 2 AND 3 BLOCK A RANDALL'S TOWN CENTRE, SECTION ONE, AS RECORDED IN CABINET Y, SLIDES 97 AND 98 OF THE PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS; SAID 29.64 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference at a 1/2 -inch iron rod found on the south right-of-way line for Gattis School Road (width varies), being the northwest corner of a called 5.000 acre tract of land described in the deed to Vernon L. Jakub and wife Janeth M. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, also being the northeast corner of a proposed 2.62 acre tract of land for additional right-of-way purposes and the northeast corner of said 105.508 acre tract; THENCE S 89° 20' 08" W, with the existing southern right-of-way line of said Gattis School Road, being common with the northern line of said 105.508 acre tract, a distance of 1135.66 feet to a'/z-inch iron rod found for an angle point; THENCE S 37° 52' 15" E, leaving said common line and crossing said 105.508 and said 2.62 acre tract, a distance of 67.83 feet to a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for the northeast corner of said Lot 1, same being the northeast corner and POINT OF BEGINNING of the tract described herein; THENCE leaving the southern line of said 2.62 acre tract, continuing across said 105.508 acre tract, the following seventeen (17) courses and distances: 1. S 00° 04' 31" E, with the east line of said Lot 1 a distance of 259.76 feet to a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for the southeast corner of said Lot 1, 2. S 89° 55' 29" W, with the southern line of said Lot 1 a distance of 84.49 feet to a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for an angle point, 3. S 88° 18' 34" W, continuing with the southern line of said Lot 1 a distance of 119.81 feet to a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for an interior "ell" corner of said Randall's Town Centre Section One, 4. S 01° 41' 26" E, leaving the southern Zine of said Lot 1, with the eastern lines of said Lots 2 and 3, a distance of 58.73 feet to a 1/2 -inch iron rod with "SAM, Inc" plastic cap set for an angle point in the eastern line of said Lot 3, 5. S 13° 18' 34" W, continuing with the eastern line of said Lot 3 a distance of 102.66 feet to a calculated angle point, 6. S 88° 05' 43" W, leaving the eastern line of said Lot 3, and across said Lot 3 a distance of 41.62 feet to a calculated angle point, Page 1 of 4 29.64 Acre Commercial Zoning Tract FN2285R2(SLK) Asa Thomas Survey A-609 August 22, 2005 Williamson County, Texas SAM, Inc. Job No. 25218-01 7. S 41° 33' 52" W, continuing across said Lot 3 and said Lot 8 a distance of 245.03 feet to a calculated angle point, 8. S 01° 41' 23" E, continuing across said Lot 8 a distance of 112.56 feet to a calculated angle point, 9. S 40° 00' 04" W, continuing across said Lot 8 a distance of 131.39 feet to a calculated point of curvature, 10. continuing across said Lot 8 with the arc of a curve to the right, a distance of 103.26 feet through a central angle of 17° 17' 58", having a radius of 342.00 feet and a chord which bears S 48° 39' 03" W, a distance of 102.87 feet to a calculated point in the southern line of said Lot 8, 11. S 70° 02' 18" W, with the southern line of said Lot 8 a distance of 105.14 feet to a 1/2 - inch iron rod with "SAM, Inc." plastic cap set for an angle point in the southeast line of said Lot 8, same being in the eastern terminus of Town Centre Drive, a 0.66 acre right of way (R.O.W.) dedication per plat of said Randall's Town Centre, Section One, 12. S 19° 57' 42" E, with the eastern terminus of said Town Centre Drive a distance of 47.50 feet to a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for the southeast terminus of said Town Centre Drive and a calculated point of curvature, 13. with the arc of a curve to the left, a distance of 601.15 feet through a central angle of 62° 37' 29", having a radius of 550.00 feet and a chord which bears S 51° 27' 59" E, a distance of 571.67 feet to a calculated point of tangency, 14. S 82° 47' 04" E, a distance of 159.72 feet to a calculated angle point, 15. S 82° 47' 10" E, a distance of 426.61 feet to a calculated angle point, 16. S 53° 48' 59" W, a distance of 159.75 feet to a calculated angle point, and 17. S 16° 27' 35" E, a distance of 247.36 feet to a calculated angle point on the curving northeastern right-of-way line of A.W. Grimes Boulevard (120' wide), as dedicated by Document Number 2001038661, Official Public Records of Williamson County, Texas; THENCE S 22° 50' 16" W, crossing said A.W. Grimes Boulevard, a distance of 60.00 feet to a calculated point in the curving centerline of said A.W. Grimes Boulevard; THENCE with the centerline of said A.W. Grimes Boulevard, the following five (5) courses and distances: 1. with the arc of a curve to the left, a distance of 237.84 feet through a central angle of 19° 01' 38", having a radius of 716.20 feet and a chord which bears N 76° 40' 33" W, a distance of 236.75 feet to a calculated point of tangency, 2. N 86° 11' 23" W, a distance of 237.30 feet to a calculated point of curvature, 3. with the arc of a curve to the right, a distance of 1018.89 feet through a central angle of 66° 13' 40", having a radius of 881.47 feet and a chord which bears N 53° 04' 33" W, a distance of 963.11 feet to a calculated point of tangency, Page 2 of 4 29.64 Acre Commercial Zoning Tract FN2285R2(SLK) Asa Thomas Survey A-609 August 22, 2005 Williamson County, Texas SAM, Inc. Job No. 25218-01 4. N 19° 57' 42" W, a distance of 288.04 feet to a calculated point of curvature, and 5. with the arc of a curve to the right, a distance of 625.84 feet through a central angle of 17° 12' 39", having a radius of 2083.48 feet and a chord which bears N 11° 21' 23" W, a distance of 623.49 feet to a calculated angle point; THENCE N 29° 26' 50" E, passing at a distance of 113.52 feet a concrete monument with brass disk found for the southwest corner of said 2.62 acre tract, being on the easterly right-of-way line of said A.W. Grimes Boulevard, being a westerly line of the tract described herein, and continuing for a total distance of 177.84 feet to a concrete monument with brass disk found for an angle point; THENCE continuing across said 105.508 acre tract with the southerly lines of said 2.62 acre tract, the following four (4) courses and distances: 1. N 42° 56' 03" E, a distance of 50.00 feet to a concrete monument with brass disk found for an angle point, 2. N 56° 25' 17" E, a distance of 64.32 feet to a concrete monument with brass disk found for an angle point, 3. N 88° 18' 34" E, a distance of 919.46 feet to a concrete monument with brass disk found for an angle point, and 4. S 89° 55' 29" E, a distance of 88.29 feet to the POINT OF BEGINNING and containing 29.64 acres of land, more or less. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THIS DOCUMENT IS NOT INTENDED FOR USE IN TRANSFER OF TITLE. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TRAVIS That I, C. M. Solomon, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 23rd day of August 2005 A.D. SURVEYING AND MAPPING, Inc. 5508 West Highway 290, Building B Austin, Texas 78735 Page 3 of 4 C. M. Solomon Registered Professional Land No. 5734 - State of Texas 1' • N 56'25'17" E GATTIS SCHOOL ROAD N 42'56'03" E 64.32' (ROW WIDTH VARIES) 50.00' 2.62 ACRES FOR ADDITIONAL RIGHT-OF-WAY PURPOSES S 89'55'29" E 88.29' / S 8970'08" W 1135.66' N 29'26'50" E 177.84' © 2 4 ) 0 S 88)18'34" W 113.52' 3 L 119.81' S 01'41'26" Es - 58.73' 58.73' S 41'33'52" W 245.03' 29.64 ACRES 8 N 20.04 ACRES P.O.B 67.83' S 00'04'31" E 259.76' 15 E S 89'55'29" W 84.49' S 1318'34" W 102.66' S 88'05'43" W 41.62' ASA THOMAS SURVEY, ABSTRACT NO. 609 WILLIAMSON COUNTY, TEXAS TODAY PRA HICKERSON, LP. CALLED 105.508 ACRES DOC.# 2000049743 0.P.R.W.C.TX. P.O.C. 3/8" IRON ROD FOUND S 01'41'23" E 112.56' S 40'00'04" W 131.39' S70'02'18"W 105.14' S19'57'42"E 47.50' S82'47'04"E 159.72' 426.61' S82 47'10"E BLOCK A -. REMAINDER OF A CALLED 5.000 AC. VERNON L. JAKUB AND WIFE, JANETH M. JAKUB VOL 844, PG. 912 D.R.W.C.TX. S53'48'59"W 159.75' S 16'27'35" E 247.36' S 22'50'16" W 60.00' N 86"11' 237.3O23'" W C3 e i BLOCK C THIS DOCUMENT IS NOT INTENDED FOR USE IN TRANSFER OF TITLE. A. )I GRIMES BOULEVARD (120' WIDE) DOC. No. 2001038661 0.P.R.W.C.TX. 400' 300' 200' 100' 0' 200' 400' GRAPHIC SCALE LEGEND A CALCULATED POINT • 1/2" IRON ROD FOUND REMAINDER OF A CALLED 33.509 AC. \ DELL COMPUTER HOLDINGS, L.P. DOC. # 1999971259 0.P.R.W.C.TX. LOT 2 DuPONT SUBDIVISION CAB. 0, SL. 102 P.R.W.C.TX. CURVE TABLE CURVE DELTA LENGTH RADIUS BEARING CHORD C1 1717'58" 103.26 342.00 548'39'03"W 102.87 C2 62'37'29" 601.15 550.00 5512759"E 571.67 C3 19'01'38" 237.84 716.20 N76'40'33"W 236.75 C4 6613'40' 1018.89 881.47 N53'04'33"W 963.11 C5 1712'39" 625.84 2083.48 N11'21'23"W 623.49 0 1/2" IRON ROD WITH "SAM, INC." PLASTIC CAP SET P.0.C. P.O.B. D.R.W.C.TX. 0.P.R.W.C.TX. P.R.W.C.TX. CONCRETE MONUMENT WITH BRASS DISK FOUND POINT OF COMMENCEMENT POINT OF BEGINNING DEED RECORDS OF WILLIAMSON COUNTY, TEXAS OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTES: SEE METES AND BOUNDS DESCRIPTION FOR AO RANDALL'S TOWN CENTRE, SECTION ONE CABINET W, SLIDES 330 & 331 — P.R.W.C.TX. DOC. No. 2002091429 — O.P.R.W.C.TX. © REPLAT OF LOTS 2 & 3, BLOCK A RANDALL'S TOWN CENTRE, SECTION ONE CABINET Y, SLIDES 97 & 98 — P.R.W.C.TX. TEXAS DOC. No. 2003113249 — O.P.R.W.C.TX. BEARING BASIS PROJECT: HICKERSON JOB NUMBER: 25218-01 DATE: AUGUST 22, 2005 SURVEYOR: C. 14. SOLOMON PARTY CHIEF: 14!4 FIELDBOOK: N/A RELDNOTE: FN2285R2(SLJC) TECHNICIAN: BON/CMS/SLK \DRAWING: FN2285R2.DWG SCALE I'=400' SURVEYINO'i ERIAL MAPPING.ENOINEER NG S 4029 CAPITAL Or TUXA1 HIMIWAII, 80. �Y BNa011 OAKS PIIOPIYIONAL PLAZA. 81111 128 MQ. AUSTIN TEXAS, 78704 (812) 447-0575 FAA: (512) 326.3029 EMAIL: SAMSSAM-INC AUB.COM SKETCH TO ACCOMPANY FIELD NOTE No. 2285R2 PAGE 4 OF 4 18.56 Acre Multi Family Zoning Tract FN2286R2(SLK) Asa Thomas Survey A-609 August 22, 2005 Williamson County, Texas SAM, Inc. Job No. 25218-01 DESCRIPTION OF A 18.56 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, A PORTION OF LOTS 1 AND 8 OF BLOCK A, RANDALL'S TOWN CENTRE, SECTION ONE, RECORDED IN CABINET W, SLIDES 330 AND 331 OF THE PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS, AND A PORTION OF LOT 3 AMENDED BY THE REPLAT OF LOTS 2 AND 3 BLOCK A RANDALL'S TOWN CENTRE, SECTION ONE, AS RECORDED IN CABINET Y, SLIDES 97 AND 98 OF THE PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 18.56 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference at a 1/2 -inch iron rod found on the south right-of-way line for Gattis School Road (width varies), being the northwest corner of a called 5.000 acre tract of land described in the deed to Vernon L. Jakub and wife Janeth M. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, also being the northeast corner of a proposed 2.62 acre tract of land for additional right-of-way purposes and the original northeast corner of said 105.508 acre tract, and from which point a 1/2 -inch iron rod found for the southeast corner of said 105.508 acre tract bears S 21° 00' 10" E, a distance of 1791.75 feet; THENCE S 56° 18' 11" W, crossing said 105.508 acre tract, a distance of 861.80 feet to a calculated northeast corner and POINT OF BEGINNING of the tract described herein; THENCE continuing across said 105.508 acre tract, the following twenty-five (25) courses and distances: 1. S 11° 41' 34" W, a distance of 0.37 feet to a calculated angle point, 2. S 07° 40' 27" E, a distance of 57.25 feet to a calculated angle point, 3. S 54° 30' 00" W, a distance of 33.56 feet to a calculated angle point, 4. S 28° 31' 27" W, a distance of 223.02 feet to a calculated angle point, 5. S 05° 14' 53" E, a distance of 214.77 feet to a calculated angle point, 6. S 27° 46' 01" E, a distance of 191.77 feet to a calculated angle point, 7. S 19° 11' 57" E, a distance of 80.57 feet to a calculated angle point, Page 1 of 4 18.56 Acre Multi Family Zoning Tract FN2286R2(SLK) Asa Thomas Survey A-609 August 22, 2005 Williamson County, Texas SAM, Inc. Job No. 25218-01 8. S 06° 19' 53" W, a distance of 256.15 feet to the calculated southeast comer, 9. N 82° 47' 10" W, a distance of 426.61 feet to a calculated angle point, 10. N 82° 47' 04" W, a distance of 159.72 feet to a calculated point of curvature, 11. with the arc of a curve to the right, a distance of 601.15 feet through a central angle of 62° 37' 29", having a radius of 550.00 feet and a chord which bears N 51° 27' 59" W, a distance of 571.67 feet to a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for an angle point at the southeast terminus of Town Centre Drive, (100 -foot wide R.O.W.) as recorded in Plat of said Randall's Town Centre, Section One, 12. N 19° 57' 42" W, with the eastern terminus of said Town Centre Drive a distance of 47.50 feet to a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for an angle point in the southern line of said Lot 8, 13. N 70° 02' 18" E, with the southern line of said Lot 8 a distance of 105.14 feet to a calculated point of curvature, 14. leaving the southern line of said Lot 8 and across said Lot 8, with the arc of a curve to the left, a distance of 103.26 feet through a central angle of 17° 17' 58", having a radius of 342.00 feet and a chord which bears N 48° 39' 03" E, a distance of 102.87 feet to a calculated angle point, 15. N 40° 00' 04" E, a distance of 131.39 feet to a calculated angle point, 16. N 01° 41' 23" W, a distance of 112.56 feet to a calculated angle point, 17. N 41° 33' 52" E, a distance of 245.03 feet to a calculated angle point, 18. N 88° 05' 43" E, a distance of 41.49 feet to a calculated angle point, same being in the east line of said Lot 3, 19. N 13° 18' 34" E, with the east line of said Lot 3 a distance of 102.66 feet to a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for an angle point, 20. N 01° 33' 35" W, with the east line of said Lots 2 and 3, a distance of 58.74 feet to a 1/2 - inch iron rod with "SAM, Inc." plastic cap set at the southernmost northeast corner of said Lot 2, same being in the southern line of said Lot 1, and an angle point in the northern line of the herein described tract, Page 2 of 4 18.56 Acre Multi Family Zoning Tract FN2286R2(SLK) Asa Thomas Survey A-609 August 22, 2005 Williamson County, Texas SAM, Inc. Job No. 25218-01 21. N 88° 18' 49" E, with the southern line of said Lot 1 a distance of 119.68 feet to a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for an angle point, 22. N 89° 54' 58" E, continuing with the south line of said Lot 1 a distance of 84.63 feet to a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for the southeast corner of said Lot 1, and an angle point in the northern line of the herein described tract, 23. S 66° 55' 48" E, a distance of 194.84 feet to a calculated angle point, 24. S 17° 38' 45" W, a distance of 84.73 feet to a calculated point of curvature, and 25. with the arc of a curve to the left, a distance of 223.12 feet through a central angle of 02° 13' 35", having a radius of 5741.58 feet and a chord which bears N 88° 36' 01" E, a distance of 223.10 feet to the POINT OF BEGINNING and containing 18.56 acres of land, more or less. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THIS DOCUMENT IS NOT INTENDED FOR USE IN TRANSFER OF TITLE. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TRAVIS That I, C. M. Solomon, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 23rd day of August 2005 A.D. SURVEYING AND MAPPING, Inc. 5508 West Highway 290, Building B Austin, Texas 78735 Page 3 of 4 C. M. Solomon Registered Professional Land Surveyor No. 5734 - State of Texas WILLIAMSON COUNTY, TEXAS 500' 375' 250' 125' 0' 250' 500' GRAPHIC SCALE P i T z T—(57- ) (57- 5 O J L18 L17 3 LL16 © L15 B tx L19 GATTIS SCHOOL ROAD (R.O.W. WIDTH VARIES) 2.62 ACRES FOR ADDITIONAL RIGHT—OF—WAY PURPOSES P.O.C. 5 7 s,:\ BLOCK -1-5 D --�s BLOCKS \6"\ OR 0 L1 L2 P.O.B. (SEE DETAIL "A C5 P.O.B. S11'41'34"W 0.37' S07'40'27"E 57.25' DETAIL "A" REMAINDER OF A (NOT TO SCALE) CALLED 5.000 AC. VERNON L JAKUB AND WIFE, JANETH M. JAKUB VOL 844, PG. 912 D.R.W.C.TX. r2 TODAY PRA HICKERSON, L.P. (TRACT 1) CALLED 105.508 ACRES cS DOC.# 2000049743 0.P.R.W.C.TX. 0 o_ LO Ls: }WEIS MEMORAN Oldie IeKI on this '!`; s Was not £m RtY.'^ Y sv+ee?�@'1 S�NMP�1if1a9M'Tdin \ (REVISED) INTERCHANGE BUSINESS LOT 8 PARK SECTION ONE CAB. J, SL 24-25 BLOCK A P.R.W.C.TX. 19 A.W. GRIMES BOULEVARD (120' WIDE) 10.30 ACRE DOC. No. 2001038661 0.P.R.W.C.TX. 18 ASA THOMAS SURVEY, ABSTRACT NO. 609 CALLED 33.509 AC. DELL COMPUTER HOLDINGS, LP. DOC. jj11999971259 0.P.R.W.C.TX. AO RANDALL'S TOWN CENTRE SECTION ONE CABINET W, SLIDES 330 & 331 P.R. W.C.TX. DOC. No. 2002091429 0.P.R. W.C.TX. © REPLAT OF LOTS 2 & 3, BLOCK — — yRANDALL'S TOWN CENTRE SECTION ONE CABINET Y, SLIDES 97 & 98 P. R. W. C. TX. DOC. No. 2003113249 0.P.R.W.C.TX. THIS DOCUMENT IS NOT INTENDED FOR USE IN TRANSFER OF TITLE. LEGEND • 0 P.O.C. P.O.B. D.R.W.C.TX. O. P. R. W. C. TX. P.R. W. C. TX. 1/2" IRON ROD FOUND 1/2" IRON ROD WITH "SAM, INC." PLASTIC CAP SET CALCULATED POINT POINT OF COMMENCEMENT POINT OF BEGINNING DEED RECORDS OF WILLIAMSON COUNTY, TEXAS OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTES: SEE METES AND BOUNDS DESCRIPTION FOR BEARING BASIS CURVE TABLE CURVE DELTA LENGTH RADIUS BEARING CHORD C1 6237'29" 601.15 550.00 N5127'59"W 571.67 C2 1717'58" 103.26 342.00 N48'39'03"E 102.87 C3 213'35" 223.12 5741.58 N8816'01"E 223.10 A A REPLAT OF 141'1 INTERCHANGE BUSINESS PARK BLACK A SECTION TWO i SCAB. N, SL 196-199 P.R.W.C.TX. IAT 2 )r_� BLOCK C LOT 1 \ LINE TABLE LINE BEARING DISTANCE L1 S07'40'27"E 57.25' L2 S54'30'00"W 33.56' L3 S2831'27"W 223.02' L4 S05'14'53"E 214.77' L5 S27'46'01 "E 191.77' L6 S19'11'57"E 80.57' L7 S0619'53"W 256.15' L8 N82'47'10"W 426.61' L9 N82'47'04"W 159.72' L10 N19'57'42"W 47.50' L11 N70'02'18"E 105.14' L12 N40'00'04"E 131.39' L13 N01'41'23"W 112.56' L14 N41'33'52"E 245.03' L15 N88'05'43"E 41.49' L16 N1318'34"E 102.66' L17 NO1'33'35"W 58.74' L18 N88'18'49"E 119.68' L19 N89'54'58"E 84.63' L20 S66'55'48"E 194.84' L21 S17'38'45"W 84.73' PROJECT: HICKERSON JOB NUMBER: 21218-01 DATE: AUGUST 22, 2005 SURVEYOR: C. M. SOLOMON PARTY CHIEF: N/A FIELD900K: N/A FIELDNOTE: FN2288R2.SLK TECHNICIAN: B.D. NEWSOME. SLK DRAWING: FN2288R2.DWG SCALE: 1"-500' SAM SURYEYINGoAERIAL MAPPING'ENGINEERING E 4029 CAPITAL OP TEXAS HHMMA7, SO. 500015 OAKS PoormaNM. PLAZA, Sumo 128 �•. SUITS TEXAS, 70704 (512) 447-0878 PAZ: (512) 526-5029 EMAIL.: SAM•SAM-INC-AUS.COM SKETCH TO ACCOMPANY FIELDNOTE No. 2286R2 PAGE 4 OF 4 J 27.32 Acre Multi Family Zoning Tract Asa Thomas Survey A-609 Williamson County, Texas FN2401 R3(SLK) August 22, 2005 SAM, Inc. Job No. 25218-01 DESCRIPTION OF A 27.32 ACRE TRACT OF LAND LOCATED IN THE ASA THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED 105.508 ACRE TRACT OF LAND (TRACT 1) DESCRIBED IN THE WARRANTY DEED TO TODAY PRA HICKERSON, L.P., EXECUTED JULY 27, 2000 AND RECORDED UNDER DOCUMENT NUMBER 2000049743, OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, A PORTION OF A CALLED 10.30 ACRE TRACT OF LAND DESCRIBED IN THE POSSESSION AND USE AGREEMENT FOR TRANSPORTATION PURPOSES, EXECUTED MAY 31, 2001 AND RECORDED UNDER DOCUMENT NUMBER 2001038661, OFFICIAL PUBLIC RECORDS, WILLIAMSON COUNTY, TEXAS, AND A PORTION OF THE ENCLAVE AT TOWN CENTRE PHASE II, AS RECORDED IN CABINET Z, SLIDES 33 AND 34 OF THE PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS; SAID 27.32 ACRE TRACT OF LAND, AS SHOWN ON THE ACCOMPANYING SKETCH, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for reference at a 1/2 -inch iron rod found on the south right-of-way line for Gattis School Road (width varies), being the northwest corner of a called 5.000 acre tract of land described in the deed to Vernon L. Jakub and wife Janeth M. Jakub, recorded in Volume 844, Page 912, Deed Records of Williamson County, Texas, also being the northeast corner of a proposed 2.62 acre tract of land for additional right-of-way purposes and the original northeast corner of said 105.508 acre tract, and from which point a 1/2 -inch iron rod found for the southeast corner of said 105.508 acre tract bears S 21° 00' 10" E, a distance 011791.75 feet; THENCE S 21° 00' 10" E, with the west line of said 5.000 acre tract and the west line of Revised Interchange Business Park Section One, a plat of record filed in Cabinet J, Slides 24 and 25, Plat Records of Williamson County, Texas, passing a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for the northeast corner of the Enclave At Town Centre Phase I, recorded in Cabinet Z, Slides 30 and 32 of the Plat Records of Williamson County, Texas at a distance of 541.69 feet, passing a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for the southeast corner of said Enclave At Town Centre Phase I, same being the northeast corner of said Enclave At Town Centre, Phase II at a distance of 1014.16 feet, and continuing for a total distance of 1081.50 feet to a calculated northeast corner and POINT OF BEGINNING of the tract described herein; THENCE S 21° 00' 10" E, continuing with the west line of said Revised plat, the east line of said Enclave At Town Centre Phase II, and the west line of A Replat Of Interchange Business Park Section 2, a plat of record filed in Cabinet N, Slides 196-199, Plat Records of Williamson County, Texas, a distance of 710.25 feet to a 1/2 -inch iron rod found for the southeast corner of said 105.508 acre tract, same being the southeast corner of said Enclave At Town Centre Phase II, and the northeast corner of Lot 2, Block A, Dupont Subdivision, as recorded in Cabinet 0, Slide 102 of the Plat Records of Williamson County, Texas; THENCE S 71° 45' 44" W leaving the west line of said Replat, and with the common line of said Lot 2 and said 105.508 acre tract, same being the south line of said Enclave At Town Centre Phase II, passing at a distance of 1082.28 feet, 1/2 -inch iron rod found for the northwest corner of said Dupont Subdivision, being an interior "ell" corner of said 105.508 acre tract, and the northeast corner of a proposed 0.55 acre tract, continuing across said 105.508 acre tract for a total distance of 1084.76 feet to a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for a point of curvature; Page 1 of 4 27.32 Acre Multi Family Zoning Tract Asa Thomas Survey A-609 Williamson County, Texas FN2401 R3(SLK) August 22, 2005 SAM, Inc. Job No. 25218-01 THENCE continuing across said 105.508 acre tract, with the northerly lines of said 0.55 acre tract, the following two (2) courses and distances: 1. with the arc of a curve to the left, a distance of 39.74 feet through a central angle of 06° 09' 14", having a radius of 370.00 feet and a chord which bears S 55° 44' 49" W, a distance of 39.72 feet to a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for a point of tangency, and 2. S 52° 40' 11" W, passing at a distance of 50.76 feet a curving southwesterly line of said 105.508 acre tract, being the northeasterly right-of-way line of a called 10.30 acre tract of land described in the Possession and Use Agreement For Transportation Purposes, executed May 31, 2001 and recorded under Document Number 2001038661, Official Public Records, Williamson County, Texas, said 10.30 acre tract now existing as A.W. Grimes Boulevard (120' wide), continuing 60.00 feet for a total distance of 110.73 feet to a calculated point on its centerline; THENCE with the curving centerline of said A.W. Grimes Boulevard, to the left, a distance of 402.91 feet through a central angle of 32° 13' 58", having a radius of 716.20 feet and a chord which bears N 51° 02' 45" W, a distance of 397.62 feet to a calculated southwesterly corner of the tract described herein; THENCE N 22° 50' 16" E, a distance of 60.00 feet to a calculated angle point on a northeasterly line of said A.W. Grimes Boulevard, being a southwesterly line of said 105.508 acre tract; THENCE again crossing said 105.508 acre tract the following thirteen (13) courses and distances: 1. N 16° 27' 36" W, a distance of 247.36 feet to a calculated angle point, 2. N 53° 48' 59" E, a distance of 159.76 feet to a calculated angle point, 3. N 06° 19' 53" E, a distance of 256.15 feet to a calculated angle point, 4. N 19° 11' 57" W, a distance of 80.57 feet to a calculated angle point, 5. N 27° 46' 01" W, a distance of 191.77 feet to a calculated angle point, 6. N 05° 14' 53" W, a distance of 214.77 feet to a calculated angle point, 7. N 28° 31' 27" E, a distance of 223.02 feet to a calculated angle point, 8. N 54° 38' 06" E, a distance of 33.67 feet to a calculated angle point, 9. S 14° 27' 53" W, a distance of 44.64 feet to a calculated angle point, 10. S 26° 37' 38" W, a distance of 95.83 feet to a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for an angle point in the west line of said Enclave At Town Centre Phase I, Page 2 of 4 27.32 Acre Multi Family Zoning Tract Asa Thomas Survey A-609 Williamson County, Texas FN2401 R3(SLK) August 22, 2005 SAM, Inc. Job No. 25218-01 11. S 03° 05' 40" W, with the west line of said Enclave At Town Centre Phase I a distance of 371.36 feet to a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for an angle point, 12. S 18° 57' 51" E, continuing with the west line of said Enclave At Town Centre, Phase I a distance of 10.65 feet to a concrete monument set for the southwest corner of said Enclave At Town Centre Phase I, and 13. N 88° 07' 43" E, with the south line of said Enclave At Town Centre Phase I, passing a 1/2 -inch iron rod with "SAM, Inc." plastic cap set for the northwest corner of said Enclave At Town Centre Phase II at a distance of 815.55 feet, and continuing for a total distance of 1082.28 feet to the POINT OF BEGINNING and containing 27.32 acres of land, more or Tess. Bearing Basis: Bearings are based on the Texas State Plane Coordinate System, NAD 83, Central Zone and adjusted to surface using a surface adjustment factor of 1.00012. As provided by Doug Anderson, RPLS, Survcon, Inc. THIS DOCUMENT IS NOT INTENDED FOR USE IN TRANSFER OF TITLE. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TRAVIS That I, C. M. Solomon, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 23rd day of August 2005 A.D. SURVEYING AND MAPPING, Inc. 5508 West Highway 290, Building B Austin, Texas 78735 Page 3 of 4 C. M. Solomon Registered Professional Land Survey No. 5734 - State of Texas s GATTIS SCHOOL ROAD (RO.W. WIDTH VARIES) 2.62 ACRES FOR ADDITIONAL RIGHT—OF—WAY PURPOSES P.O.C. All or cl r1 4 5 e 7 D 4 5 8 BLOCK E TODAY PRA NICKERSON, L. (TRACT 1) CALLED 105.508 ACRES DOC.# 2000049743 0.P.R.W.C.TX. IVIENR.M4 P. N54'38'06"E 33.67' N26'31'27"E 223.02' N0514'53"W 214.77' N27'46'01 "W 191.77' L t.N1911so.55' 18' 5075"7W :ext on this a was P �q1�0619'S3"E 256.15' N 53'48'59" E 159.76' N1 6'27'36"W 247.36 N22'50'16"E 60.00' A.W. GRIMES BOULEVARD (120' WIDE) 10.30 ACRE DOC. No. 2001038661 0.P.R.W.C.TX. CALLED 33.509 AC. DELL COMPUTER HOLDINGS, LP. DOC. # 1999971259 0.P.R.W.C.TX. BLOC( A LOT 1 FINAL PLAT OF "THE HOMESTEAD" SUBDIVISION CAB. P, SL 89 P.R.W.C.TX. 1,- • a 0- 0 S14'27'53"W 44.64' S26'37'38"E 95.83' O vto n N88'07'43"E 1082.28 815.55' • CONCRETE MONUMENT SET S52'40'11"W 110.73' JOYCE LANE - DEDICATED ENCLAVE AT TOWN CENTRE PHASE I CABINET Z, SLIDES 30 & 31 P.R.W.C.TX. DOC.# 2004053279 0.P.R.W.C.TX. REMAINDER OF A CALLED 5.000 AC. VERNON L JAKUB AND WIFE, JANETH M. JAKUB VOL 844, PG. 912 D.R.W.C.TX. o 27.32 ACRES / C3 CURVE TABLE Curve # Delta Radius Length Chord Bearing Chord C3 06'09'14" 370.00' 39.74' S 55'44'49" W 39.72' C4 3213'58" 716.20' 402.91' N 51'02'45" W 397.62' • 0 A P.O.C. P.O.B. D. R. W. C. TX. 0.P.R.W.C.TX. P.R.W.C.TX. LEGEND 91V4 105 "w (REVISED) INTERCHANGE BUSINESS PARK Ze SECTION ONE P.O.B. CAB. J, SL 24-25 P.R.W.C.TX. O. 0- ca O, 1^ LOT 8 BLOCK A LOT 2, BLOCK A DuPONT SUBDIVISION CAB. 0, SL 102 P.R.W.C.TX. MAXSERV, INC. DOC. NO. 9706678 O.R.W.C.TX. LOT I BLOCK A A REPLAT OF INTERCHANGE BUSINESS PARK SECTION TWO SCAB. N, SL 196-199 P.R.W.C.TX. LOT 2BLOCK A i 1 BLOCK C LOT I ASA THOMAS SURVEY, ABSTRACT NO. 609 WILLIAMSON COUNTY, TEXAS 1/2" IRON ROD FOUND 1/2" IRON ROD WITH "SAM, INC." PLASTIC CAP SET UNLESS OTHERWISE SPECIFIED CALCULATED POINT POINT OF COMMENCEMENT POINT OF BEGINNING DEED RECORDS OF WILLIAMSON COUNTY, TEXAS OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS NOTES: SEE METES AND BOUNDS DESCRIPTION FOR BEARING ENCLAVE AT TOWN CENTRE PHASE I CABINET Z, SLIDES 30 & 31 P.R.W.C.TX. DOC.# 2004053279 O.P.R.W.C.TX. © ENCLAVE AT TOWN CENTRE PHASE II CABINET Z, SLIDES 33 & 34 P.R.W.C.TX. DOC.# 2004054276 O.P.R.W.C.TX. THIS DOCUMENT IS NOT INTENDED FOR USE IN TRANSFER OF TITLE. 500' 375' 250' 125' 0' 250' 500' BASIS GRAPHIC SCALE PROJECT: NICKERSON JOB NUMBER: 25218-01 DATE: AUGUST 22, 2005 SURVEYOR: C. M. SOLOMON PARTY CHIEF: N A flELDBOOK: N%A FIELDNOTE: FN2401R3.SLK TECHNICIAN: BON/CMS/SLK DRAWING: FN240IR3.DWG SCALE: 1"=500' • 4029 CAPITAL or TEXAS HIM/MY, 80. 880018 OAKS PIIOPOsmONA{. PLAZA, 8uI11 125 AUSTIN T8xAt, 76704 (811) 447-0575 FA= (512) 526-5029 EMAIL: 8AHSI8AM-INC ALIB.COM SKETCH TO ACCOMPANY FIELDNOTE No. 2401R3 PAGE 4 OF 4 1 Please return to: Kathy Miller City of Round Rock 301 W. Bagdad #210 Round Rock, TX 78664 FILED AND RECORDED OFFICIAL PUBLIC RECORDS 2005077702 E.-Iw.. 09/29/2005 04:56 PM DVITEK $96.00 NANCY E. RISTER, COUNTY CLERK WILLIAMSON COUNTY, TEXAS 1111I11III°'III ROUND ROCK, TEXAS PURPOSE. PASSION. PROSPERITY. Mayor Nyle Maxwell Mayor Pro -tem Alan McGraw Council Members Tom Nielson Carrie Pitt Scot Knight Scott Rhode Gary Coe City Manager James R. Nuse, P.E. City Attorney Stephan L. Sheets September 8, 2004 Mr. Tommy Tucker Waterstone Development. 4314 West Braker Lane, Suite 250 Austin, Texas 78759 i11111 AMEN 6 PGS RE: Administrative Amendment to PUD 56, masonry and street trees Dear Mr. Tucker: 2004072443 Further to your request for an administrative modification of the masonry and street tree requirements, I have made the following administrative amendments as provided for by section 16.1 of the PUD Agreement. 1. Development Parcel 4, Paragraph 1.6 is deleted in its entirety and replaced with the following: The exterior finish of all homes shall be a minimum of sixty (60) percent stone, brick or cultured stone. Additionally, one hundred (100) percent of all elevations that front a public street shall be stone, brick or cultured stone and shall extend around both sides of the home a minimum of seven (7) feet. Windows, doors, trim and gables above garages are exempted from the requirement. 2. Development Parcel 4, Paragraph 2.4 is deleted in its entirety and replaced with the following: One tree with a minimum caliper size of 2.5 inches shall be planted between the sidewalk and the street curb of each lot as specified in Exhibit D-2. The Urban Forester shall specify the appropriate tree species to be used. 3. Exhibit D-2 is deleted in its entirety and replaced with the attached exhibit. The above amendments are intended to accommodate the specific house plans of the developer and to provide for a more feasible street tree plan without compromising the quality appearance and character of the subdivision originally envisioned in the creation of the PUD. -o -0i CITY OF ROUND ROCK Planning and Community Development Department 301 West Bagdad • Round Rock, Texas 78664 Phone: 512.218.5428 • Fax: 512.218.3286 • www.ci.round-rock.tx.us Sincerely, J Stendebach, AICP irector of Planning Tom Word, P.E. Chief of Public Works Operations Charles Crossfield City Attorney THE STATE OF TEXAS COUNTY OF WILLIAMSON § BEFORE ME, the undersigned authority, on this day personally appeared Jim Stendebach, known to me to be the person whose name is subscribed to the foregoing instrument as the Director of Planning of the City of Round Rock, Texas, a municipal corporation, and he acknowledged to me that he executed the same for the purposes and considerations therein expressed, in the capacity therein stated. GIVEN ER Y HAND AND SEAL OF OFFICE, this the day of 0 iii 7 c 7) `\vk,{i1 Yui M/Z4 sTgTEOF" c`• ° /?/://7:1-21�If!Ibp6W��\A\,\e Notary Public Signature State of Texas THE STATE OF TEXAS COUNTY OF WILLIAMSON § BEFORE ME, the undersigned authority, on this day personally appeared Tom Word, known to me to be the person whose name is subscribed to the foregoing instrument as the Chief of Public Works Operations of the City of Round Rock, Texas, a municipal corporation, and he acknowledged to me that he executed the same for the purposes and considerations therein expressed, in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the KR3STI L. TURNER Notary pubic, State of Texas My Commission Expires MAY 7, 2007 THE STATE OF TEXAS COUNTY OF WILLIAMSON § day of Notary Public Signature State of Texas BEFORE ME, the undersigned authority, on this day personally appeared Charles Crossfield, known to me to be the person whose name is subscribed to the foregoing instrument as City Attorney of the City of Round Rock, Texas, a municipal corporation, and he acknowledged to me that he executed the same for the purposes and considerations therein expressed, in the capacity therein stated. ER MY IIAND AND SEAL OF OFFICE, this the ! day of ofgry Public Signature State of Texas AGREED TO BY OWNER: ROUND ROCK / BANDON DUNES, LTD., A Texas limited partnership By: RR/BANDON DUNES COMPANY, L.L.C. A Texas limited liability company, General Partner ,% By: ea— p. Robert D. Wunsch, President THE STATE OF TEXAS § COUNTY OF WILLIAMSON § BEFORE ME, the undersigned authority, on this day personally appeared Robert D. Wunsch, known to me to be the person whose name is subscribed to the foregoing instrument as President of the RR/Bandon Dunes, L.L.C., and he acknowledged to me that he executed the same for the purposes and considerations therein expressed, in the capacity therein stated. NEN UNDERHAND AND SEAL OF OFFICE, this the G 0 day of , 20� T. CANsAL NOTARY PUBLIC OF TESS COMMISSION EXPIRES: NOVEMBER 6, 2007 Notary Public Signature State of Texas Please return to: Kathy Miller City of Round Rock Planning and Community Development 301 W. Bagdad #210 Round Rock, Texas 78664 FILED AND RECORDED OFFICIAL PUBLIC RECORDS 2004072443 09/15/2004 10:12 AM DVITEK $27.00 NANCY E. RISTER, COUNTY CLERK WILLIAMSON COUNTY, TEXAS