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Contract - Nelson Homestead Family Partnership, LTD - 20.586 acre - 1/22/2026 REAL, ESTATE CONTRACT CR 112 Right of Way—Parcel 4 THIS REAL ESTATE CONTRACT ("Contract") is made by NELSON HOMESTEAD FAMILY PARTNERSHIP, LTD., a Texas limited partnership (referred to in this Contract as "Seller"), and CITY OF ROUND ROCK, TEXAS (referred to in this Contract as "Purchaser"), upon the terms and conditions set forth in this Contract. ARTICLE I PURCHASE AND SALE 1.01 By this Contract, Seller sells and agrees to convey, and Purchaser purchases and agrees to pay for, the tract(s)of land described as follows: All of that certain 20.586-acre(896,713 Sq. Ft.)tract of land in the John L.Justice Survey, Abstract No. 356, Williamson County, Texas; being more fully described by metes and bounds in Exhibit "A". attached hereto and incorporated herein (Parcel 4)• together with all and singular the rights and appurtenances pertaining to such real property (all of such real property, rights, and appurtenances being referred to in this Contract as the "Property"), and any improvements situated thereon, for the consideration and upon and subject to the terms, provisions, and conditions set forth below.The Property is out of Seller's land identified as WCAD Parcel Nos.R056155(90.45 acres)and R545897(74.997 acres)(said real property,save and except the Property,being referred to in this Contract as the"Remainder Property"). 1.02 Purchaser is acquiring the Property to use for the expansion of County Road 112(the "CR 112 Improvements") and the construction of related drainage improvements and utility adjustments. In connection therewith and as an antecedent to this Contract, Seller and Purchaser entered into that certain Possession and Use Agreement for Transportation Purposes dated October 16,2023,a Memorandum of which was recorded under Document No.2023088947, Real Property Records of Williamson County, Texas ("PUA").The PUA will remain in effect during the term of this Contract but will terminate upon the occurrence of Closing(as hereinafter defined). ARTICLE 11 CONSIDERATION Purchase Price 2.01. The Purchase Price for the Property interests described in Exhibit "A", any improvements on the Property, and any damage or cost of cure for the Remainder Property as a result of this conveyance (but not damage to the Remainder Property resulting from Purchaser's construction activities upon the Property following Closing)shall be the sum of THREE MILLION SIX HUNDRED SEVENTY-SIX THOUSAND FIVE HUNDRED TWENTY-THREE and 00/100 Dollars.($3,676,523.00). The Purchase Price for the replacement of fencing on the boundary of the Remainder Property of Seller shall be the additional sum of SIXTY-THOUSAND FOUR HUNDRED SIX and 25/100 Dollars($60,406.25). Pursuant to the terms of the PUA, Purchaser has previously paid to Seller the amount of $2,722,037.00,which amount was to be credited against any final Purchase Price. Therefore, the net Purchase Price now due and owing from Purchaser under this Contract is the sum of ONE MILLION FOURTEEN THOUSAND EIGHT HUNDRED NINETY-TWO and 25/100 Dollars($1,014,892.25). Payment of Purchase Price 2.02. The Purchase Price shall be payable in cash at the Closing. Special Provisions 2.03. As additional consideration for this transaction,Purchaser agrees to accept title to the Property subject to certain restrictive covenants as set forth in the Deed(as hereinafter defined). 2.04. As additional consideration and as an obligation which shall survive the Closing of this transaction,Purchaser's construction of the CR 112 Improvements as defined in the Deed shall include construction of certain sleeve casing installation and driveway reconfiguration improvements, to be constructed at Purchaser's sole cost and in substantial compliance with the plans,notes and specifications as shown in Exhibit`B"attached hereto and incorporated herein.By execution of this Agreement,Seller allows Purchaser,its agents and contractors to temporarily enter the Remainder Property solely in the minimum location and for the duration as necessary to carry out the obligations of this paragraph. 2.05. As additional consideration and as an obligation which shall survive the Closing of this transaction, Purchaser agrees to cooperate with Seller in order to facilitate Seller's pursuit of any application or approvals required from any governmental entities with jurisdiction (including Purchaser itself, if applicable)for use of such driveway identified in Section 2.04 above,according to the requirements of any design and construction standards (DACS) or other applicable code ordinances of Purchaser in place at the time of application. 2 ARTICLE III CLOSING CONDITIONS Conditions to Purchaser's Obligations 3.01. The obligations of Purchaser hereunder to consummate the transactions contemplated hereby are subject to the satisfaction of each of the following conditions (any of which may be waived in whole or in part by Purchaser at or prior to the Closing): (1) Seller shall have performed, observed, and complied with all of the covenants, agreements,and conditions required by this Contract to be performed,observed,and complied with by Seller prior to or as of the Closing. Conditions to Seller's Obligations 3.02. The obligations of Seller hereunder to consummate the transactions contemplated hereby are subject to the satisfaction of each of the following conditions (any of which may be waived in whole or in part by Seller at or prior to the Closing): (1) Purchaser shall have performed, observed, and complied with all of the covenants, agreements,and conditions required by this Contract to be performed, observed and complied with by Purchaser prior to or as of the Closing. ARTICLE IV REPRESENTATIONS AND WARRANTIES OF SELLER Seller hereby represents and warrants to Purchaser as follows, which representations and warranties shall be deemed made by Seller to Purchaser as of the Closing Date,to the best of Seller's current actual knowledge,without inquiry: (1) There are no parties in possession of any portion of the Property as lessees, tenants at sufferance,or trespassers, other than Davidson Brothers(Dennis L. Davidson)or as disclosed to Purchaser in the PUA or otherwise. EXCEPT FOR THE REPRESENTATIONS AND WARRANTIES EXPRESSLY SET FORTH IN THIS CONTRACT AND THE WARRANTY OF TITLE TO BE SET FORTH AND GIVEN IN THE DEED, SELLER HAS NOT MADE, DOES NOT MAKE AND SPECIFICALLY DISCLAIMS ANY REPRESENTATIONS, WARRANTIES, PROMISES, COVENANTS, AGREEMENTS OR GUARANTEES OF ANY KIND OR CHARACTER WHATSOEVER, WHETHER EXPRESS OR IMPLIED, ORAL OR WRITTEN, PAST, PRESENT OR FUTURE, OF, AS TO, CONCERNING OR WITH RESPECT TO: (1) THE NATURE, QUALITY OR CONDITION OF THE PROPERTY, INCLUDING, WITHOUT LIMITATION, THE WATER, 3 SOIL AND GEOLOGY, (2) THE SUITABILITY OF THE PROPERTY FOR ANY AND ALL ACTIVITIES AND USES WHICH PURCHASER MAY CONDUCT THEREON, (3) THE COMPLIANCE OF OR BY THE PROPERTY OR ITS OPERATION WITH ANY LAWS, RULES, ORDINANCES OR REGULATIONS OF ANY APPLICABLE GOVERNMENTAL AUTHORITY OR BODY,(4)THE HABITABILITY,MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OF THE PROPERTY, (5) THE PRESENCE OF ANY ENDANGERED OR THREATENED SPECIES OR ENVIRONMENTAL FEATURES ON THE PROPERTY,AS WELL AS THE SUITABILITY OF THE PROPERTY AS HABITAT FOR ANY OF THOSE SPECIES,(6)THE AVAILABILITY OF UTILITY SERVICE TO THE PROPERTY, OR (7) ANY OTHER MATTER WITH RESPECT TO THE PROPERTY. PURCHASER AGREES THAT THE PROPERTY IS TO BE SOLD TO AND ACCEPTED BY PURCHASER AT CLOSING. AS IS, WHERE IS. AND WITH ALL FAULTS, IF ANY. THE DEED DELIVERED AT CLOSING PURSUANT TO THIS CONTRACT WILL CONTAIN LANGUAGE CONFIRMING THE ACKNOWLEDGMENTS AND AGREEMENTS SET FORTH IN THIS PARAGRAPH. PURCHASER ACKNOWLEDGES THAT INCLUSION OF THE FOREGOING DISCLAIMERS AND AS-IS LANGUAGE IS AN ESSENTIAL ELEMENT OF THIS CONTRACT AND A MATERIAL PART OF THE CONSIDERATION FOR SELLER, WITHOUT WHICH SELLER WOULD NOT ENTER INTO THIS CONTRACT. ARTICLE V CLOSING Closing Date 5.01. The Closing shall be held at the office of Heritage Title Company of Austin ("Title Company"), on or before February 2, 2026, or at such other time, date, and place as Seller and Purchaser may agree upon(which date is herein referred to as the"Closing Date"). Seller's Obligations at Closing 5.02.At the Closing Seller shall: (1) Deliver to Purchaser a duly executed and acknowledged Special Warranty Deed in the form attached hereto as Exhibit "C" and incorporated herein (the "Deed"), conveying good and indefeasible title to City of Round Rock. Texas in fee simple to all of the Property described in Exhibit "A", free and clear of any and all liens and encumbrances but subject to the reservations and exceptions set forth therein. (2) Cause the Title Company to deliver to Purchaser a Texas Owner's Title Policy at Purchaser's sole expense, issued by Title Company, in Purchaser's favor in the full amount of the Purchase Price, insuring fee simple title to the Property described in Exhibit"A" and subject only to those title exceptions listed therein or in the Deed or Easement, such other exceptions as may be 4 approved in writing by Purchaser, and the standard printed exceptions contained in the usual form of Texas Owner's Title Policy,provided,however: (a) The survey exception shall be deleted at Purchaser's expense (provided that Purchaser furnishes a Survey of the Property that is acceptable to the Title Company for such purpose); (b) The exception as to restrictive covenants shall be endorsed `None of Record", if applicable; and (c) The exception as to the lien for taxes shall be limited to the year of Closing and shall be endorsed"Not Yet Due and Payable". PUA. (3) Deliver to Purchaser possession of the Property if not previously done per the Purchaser's Obligations at Closing 5.03. At the Closing, Purchaser shall: (a) Pay the Purchase Price to Seller in cash or other immediately available funds. (b) Deliver to Seller a duly executed and acknowledged counterpart of the Deed and any other documents required to be executed by Purchaser hereunder. Prorations 5.04. General real estate taxes and any general or special assessments for the then current year relating to the Property shall be prorated as of the Closing Date and shall be adjusted in cash at the Closing. If the Closing shall occur before the tax rate is fixed for the then current year, the apportionment of taxes and assessments shall be upon the basis of the tax rate for the next preceding year applied to the latest assessed valuation, and when the actual tax information becomes available, Seller or Purchaser may demand reimbursement from the other party for any excess amount charged to that party at the Closing. Agricultural roll-back taxes, if any, directly related to or resulting from this conveyance shall be paid by Purchaser. Closing Costs 5.05. All costs and expenses of closing in consummating the sale and purchase of the Property shall be borne and paid as follows: (1) Owner's Title Policy and survey to he paid by Purchaser. 5 (2) Deed, lax certificates, and title curative matters, il'any, paid by Purchaser. (3) All other closing costs shall be paid by Purchaser. (4) Attorney's fees of the parties paid by each party respectively. ARTICLE VI BREACH BY SELLER In the event Seller shall fail to fully and timely perform any of its obligations hereunder or shall fail to consummate the sale of the Property for any reason, except Purchaser's default, Purchaser may, as its sole and exclusive remedy, either: (1) enforce specific performance of this Contract; or (2) terminate this Contract by written notice to Seller and request that the Escrow Deposit, if any,shall be forthwith returned by the title company to Purchaser. ARTICLE VII BREACH BY PURCHASER In the event Purchaser should fail to consummate the purchase of the Property, the conditions to Purchaser's obligations set forth in Article III having been satisfied and Purchaser being in default and Seller not being in default hereunder, Seller shall have the right to terminate this Contract by written notice to Purchaser and receive the Escrow Deposit, if any, from the title company, the sum being agreed on as liquidated damages for the failure of Purchaser to perform the duties, liabilities, and obligations imposed upon it by the terms and provisions of this Contract, and Seller agrees to accept and take this cash payment as its total damages and relief and as Seller's sole remedy hereunder in such event. If no Escrow Deposit has been made then Seller shall receive the amount of$500 as liquidated damages for any failure by Purchaser. ARTICLE Vlll MISCELLANEOUS Notice 8.01. Any notice required or permitted to be delivered hereunder shall be deemed received when sent by United States mail,postage prepaid,certified mail,return receipt requested,addressed to Seller or Purchaser,as the case may be,at the address set forth below the signature of the party. 6 Texas Law to Apply 8.02. This Contract shall be construed under and in accordance with the laws of the State of Texas, and all obligations of the parties created hereunder are performable in Williamson County, Texas. Parties Bound 8.03. This Contract shall be binding upon and inure to the benefit of the parties and their respective heirs, executors, administrators, legal representatives, successors and assigns where permitted by this Contract. Les=,al Construction 8.04. In case any one or more of the provisions contained in this Contract shall for any reason be held to be invalid, illegal, or unenforceable in any respect, this invalidity, illegality, or unenforceability shall not affect any other provision hereof,and this Contract shall be construed as if the invalid, illegal,or unenforceable provision had never been contained herein. Prior Agreements Superseded 8.05.Other than the PUA,this Contract constitutes the sole and only agreement of the parties and supersedes any prior understandings or written or oral agreements between the parties respecting the within subject matter. Time of Essence 8.06.Time is of the essence in this Contract. Gender 8.07. Words of any gender used in this Contract shall be held and construed to include any other gender, and words in the singular number shall be held to include the plural, and vice versa, unless the context requires otherwise. Memorandum of Contract 8.08. N/A. Brokers, Compliance 8.09 Seller and Purchaser each warrant and represent to the other that neither of them has dealt with any agent or broker in connection with the sale and purchase of the Property,and Seller 7 and Purchaser each agree to indemnify and hold the other party harmless from any loss, liability,or expense suffered by the other party by reason of a breach of such warranty and representation. In accordance with the requirements of Section 20 of the Texas Real Estate License Act, Purchaser is hereby advised that it should be furnished with or obtain a policy of title insurance or Purchaser should have the abstract covering the Property examined by an attorney of Purchaser's own selection. Seller hereby discloses to Purchaser that John C. Nelson, a principal in this transaction by virtue of ownership (directly or indirectly) of one or more partnership interests in Seller, is a licensed Texas real estate broker. Effective Date 8.10 This Contract shall be effective as of the later of the date it is approved by City of Round Rock,Texas,which date is indicated beneath the Mayor's signature below,and the date it is approved by Seller, which date is indicated beneath the Seller's signature below. Counterparts 8.11 This Contract may be executed in any number of counterparts, which may together constitute the Contract. Signatures transmitted by facsimile or electronic mail may be considered effective as originals for purposes of this Contract. Threat of Condemnation: Like-Kind Exchange 8.12 The Property herein is beingconveyed to Purchaser under threat of condemnation This Contract is not assignable by Purchaser except to another entity with the power of condemnation. In connection therewith, Purchaser acknowledges that Seller may complete this transaction as a part of an exchange of like-kind properties in accordance with Section 1033 of the Internal Revenue Code,as amended. Purchaser agrees to provide reasonable cooperation to Seller in facilitating such exchange, which shall include, at Seller's request, (i) reasonably agreeing with Seller on how payments made to Seller hereunder will be categorized for Seller's income tax purposes (e.g., agreement as to which payments are for the acquisition of fee simple title and which are"severance damages" that reduce Seller's basis in the Property) and (ii) furnishing a letter to Seller from an official authorized on behalf of the County confirming that the Property will be condemned if Seller does not voluntarily sell it to Purchaser pursuant to this Contract. All expenses in connection with the contemplated exchange will be paid by Seller; Purchaser will not incur any expense or liability with respect to the exchange except as expressly set forth herein. This Section 8.12 shall survive Closing. [signatllre page to/bHowl 8 SELLER: NELSON HOMESTEAD FAMILY PARTNERSHIP, LTD., a Texas limited partnership By: Nelson Homestead Management, LLC, a Texas limited liability company, its general partner By: Av&, C. AAj,. n C. Nelson, Manager Date: 12.h 202 S Address: 3404 Glenview Avenue Austin,Texas 78703 PURCHASER: CITY OF ROUND ROCK, TEXAS By: Name: Crai orga 4 Title: May r Date: lt2lq,�gk Address: 221 East Main Street Round Rock, Texas 78664 9 County: Williamson Page 1 of 10 Parcel : 4—Nelson Homestead 08-23-22 Highway: C.R. 112 EXHIBIT A PROPERTY DESCRIPTION DESCRIPTION OF A 20.586 ACRE (896,713 SQUARE FOOT) PARCEL OF LAND SITUATED IN THE JOHN L. JUSTICE SURVEY, ABSTRACT NO. 356 IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A REMAINDER OF THAT CALLED 868.54 ACRES OF LAND IN SPECIAL WARRANTY DEED TO NELSON HOMESTEAD FAMILY PARTNERSHIP, LTD. RECORDED IN DOCUMENT NO. 1998024076 OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, AND DESCRIBED IN VOLUME 1133, PAGE 639 OF THE OFFICAIL RECORDS OF WILLIAMSON COUNTY TEXAS, AND A PORTION OF THE REMAINDER OF THAT CALLED 1,162.08 ACRE TRACT (EXHIBIT A, 3) TO SAID NELSON HOMESTEAD FAMILY PARTNERSHIP LTD. RECORDED IN DOCUMENT NO. 1998024078 OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 20.586 ACRE (896,713 SQUARE FOOT) PARCFI. OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS. BEGINNING at an iron rod with aluminum cap stamped "CORR-ROW' set 127.57 feet left of County Road (C.R.) 112 Baseline Station 74+73.65 (Grid Coordinates determined as N=10,179,349.33 E=3,148,393.14), in the proposed northerly Right-of-Way (ROW) line of C.R. 112 (variable width ROW), being the common boundary line of said remainder portion of the 868.54 acre tract and said remainder portion of the 1,162.08 acre, for the POINT OF BEGINNING of the herein described parcel; THENCE, through the interior of said remainder of the 1,162.08 acre tract and said remainder of the 868.54 acre tract, with said proposed ROW line the following twenty one (21)courses: 1) N 09°07'44" E for a distance of 8.79 feet to an iron rod with aluminum cap stamped "CORR- ROW" set 133.95 feet left of C.R. 112 Baseline Station 74+79.69, for an angle point, 2) N 37028'32" W for a distance of 7.90 feet to an iron rod with aluminum cap stamped "CORR- ROW'set 141.84 feet left of C R. 112 Baseline Station 74+79.25, for an angle point; 3) N 52°31'28" E for a distance of 140.00 feet to an iron rod with aluminum cap stamped "CORR- ROW' set 150.20 feet leff'of C.R 112 Baseline Station 76+15.24; for an angle point; 4) S 37°28'32" E for a distance of 18.40 feet to an iron rod with aluminum cap stamped "CORR- ROW' set 131.86 feet left of C.R. 112 Baseline Station 76+16.61, for an angle point; 5) S 79°42'03" E for a distance of 59.24 feet to an iron rod with aluminum cap stamped "CORR- ROW' set 92.00 feet left of C.R. 112 Baseline Station 76+57.40, for a point of curvature to the right; 6) with said curve to the right, having a radius of 1,592.00 feet, a delta angle of 1029'03", an arc length of 41.24 feet, and a chord which bears N 59°32'03" E, a distance of 41.24 feet to an iron rod with aluminum cap stamped "CORR-ROW' set 92 00 feet left of C.R. 112 Baseline Station 76+96.25, for a point of tangency; 7) N 60°16'34" E for a distance of 1,669.66 feet to an iron rod with aluminum cap stamped "CORR- ROW' set 92.00 feet left of C.R. 112 Baseline Station 93+65.90, for an angle point,- 8) oint;8) S 56°58'10" E for a distance of 49.70 feet to an iron rod with aluminum cap stamped "CORR- ROW' set 47.81 feet left of C.R. 112 Baseline Station 93+88.66, for an angle point; 9) N 60°16'34" E for a distance of 95.61 feet to an iron rod with aluminum cap stamped "CORR- ROW' set 47.81 feet left of C.R. 112 Baseline Station 94+84.27 for an angle point; I County: Williamson Page 2 of 10 Parcel : 4—Nelson Homestead 08-23-22 Highway: C.R. 112 10) N 56°58'10" W for a distance of 49.70 feet to an iron rod with aluminum cap stamped 'CORR- ROW'set 92.00 feet left of C.R. 112 Baseline Station 94+61.51, for an angle point; 11) N 60°16'34" E for a distance of 1,266.86 feet to an iron rod with aluminum cap stamped "CORR- ROW' se: 92.00 feet left of C.R 112 Baseline Station 107+28.37, for a point of curvature to the left, 12) with said curve to the left, having a radius of 1,308.00 feet, a delta angle of 04'31'19", an arc length of 103.23 feet, and a chord which bears N 58000'55" E, a distance of 103.21 feet to an iron rod with aluminum cap stamped "CORR-ROW' set 92.00 feet left of C.R. 112 Baseline Station 108-f38.86, for a point of tangency,- 13) angency;13) N 34°14'45" W for a distance of 20.00 feet to an iron rod with aluminum cap stamped "CORR- ROW' set 112.00 feet left of C.R. 112 Baseline Station 108+38.86, for a point of non-tangency to the left; 14) with said curve to the left, having a radius of 1,288.00 feet, a delta angle of 14°46'47", an arc length of 332.25 feet, and a chord which bears N 48'21'52" E, a distance of 331.33 feet to an iron rod with aluminum cap stamped "CORR-ROW' set 112.00 feet left of C.R. 112 Baseline Station 112+00.00, for a point of non-tangency; 15) S 49'01'32" E for a distance of 22.00 feet to an iron rod with aluminum cap stamped "CORR- ROW' set 90.00 feet left of C.R. 112 Baseline Station 112+00.00, for a point of non-tangency to the left; 16) with said curve to the left, having a radius of 1,310.00 feet, a delta angle of 16'41'54", an arc length of 381.79 feet, and a chord which bears N 32037'31" E, a distance of 380.44 feet to an iron rod with aluminum cap stamped "CORR-ROVV' set 90 00 feet left of C R. 112 Baseline Station 116+08.02, for a point of tangency; 17) N 24'16'34" E for a distance of 1,044.76 feet to an iron rod with aluminum cap stamped "CORR- ROW" set 90.00 feet left of C.R. 112 Baseline Station 126+52.78, for a point of Curvature to the right, 18) with said curve to the right, having a radius of 1,290.00 feet, a delta angle of 44'42'34", an arc length of 1,006.62 feet, and a chord which bears N 46°37'51" E, a distance of 981.27 feet to an iron rod with aluminum cap stamped "CORR-ROW set 90.00 feet left of C.R. 112 Baseline Station 135+89.17, for a point of tangency; 19) N 68'59'08" E for a distance of 162.81 feet to an iron rod with aluminum cap stamped "CORR- ROW'set 90 00 feet left of C.R. 112 Baseline Station 137+51.98, for an angle point, 20) N 23°45'38" E for a distance of 56.35 feet to an iron rod with aluminum cap stamped "CORR- ROW'set 130.00 feet left of C.R. 112 Baseline Station 137+91.66, for an angle point, 21) N 21'27'52" W for a distance of 14.77 feet to an iron rod with aluminum cap stamped "WILCO ROW' found, in the existing westerly ROW line of C.R. 110 (variable width ROW), for an angle point; 22) THENCE, with said existing ROW line, being said remainder of the 868.54 acre boundary line, N 68032'08" E for a distance of 12.00 feet an iron rod with aluminum cap stamped "WILCO ROW' found, County: Williamson Page 3 of 10 Parcel : 4— Nelson Homestead 08-23-22 Highway: C.R. 112 23) THENCE, continuing with said common line, S 21027'52" E for a distance of 294.48 feet an iron rod with aluminum cap stamped "CORR-ROW' set 149.61 feet right of C.R. 112 Baseline Station 138+05.86, for an angle point; THENCE, departing said existing ROW line, through the interior of said remainder of the 1,162.08 acre tract, and said remainder of the 868.54 acre tract, with the proposed southeasterly ROW line of C.R. 112, the following six (6)courses. 24) S 68°32'08" W for a distance of 12.00 feet to an iron rod with aluminum cap stamped "CORR- ROW' set 149.59 feet right of C.R. 112 Baseline Station 137+93.58, for an angle point, 25) N 21°27'52" W for a distance of 19.71 feet to an iron rod with aluminum cap stamped "CORR- ROW'set 130.00 feet right of C.R. 112 Baseline Station 137+93.70, for an angle point; 26) N 66°14'22" W for a distance of 56.79 feet to an iron rod with aluminum cap stamped "CORR- ROW'set 90.00 feet right of C.R 112 Baseline Station 137+53 39, for an angle point, 27) S 68°59'08" W for a distance of 164.22 feet to an iron rod with aluminum cap stamped "CORR- ROW' set 90.00 feet right of C.R. 112 Baseline Station 135+89.17, for a point of curvature to the left, 28) with said curve to the left, having a radius of 1,110.00 feet, a delta angle of 44°42'34", an arc length of 866.16 feet, and a chord which bears S 46°37'51" W, a distance of 844.35 feet to an iron rod with aluminum cap stamped "CORR-ROW' set 90.00 feet right of C.R 112 Baseline Station 126+52.78, for a point of tangency; 29) S 24°16'34" W for a distance of 342.37 feet to an iron rod with aluminum cap stamped "CORR- ROW' set 90.00 feet right of C R. 112 Baseline Station 123+10.40, for an angle point, being the cutback to a proposed spur for C.R. 112; THENCE, continuing through the interior of said remainder of the 868.54 acre tract, with the proposed easterly ROW line of said spur, the following four(4)courses: 30) with said cutback, S 20°43'37" E for a distance of 42.42 feet to an iron rod with aluminum cap stamped "CORR-ROW set 120.00 feet right of C.R. 112 Baseline Station 122+80.41, at the end of said cutback, for an angle point; 31) S 65°43'48" E for a distance of 253.30 feet to an iron rod with aluminum cap stamped "CORR- ROW' set 46.00 feet left of C.R. 112 Spur Baseline Station 14+73.64, for a point of curvature to the right; 32) with said curve to the right, having a radius of 530.00 feet, a delta angle of 36°49'42", an arc length of 340.67 feet, and a chord which bears S 46047152" E, a distance of 334.84 feet to an iron rod with aluminum cap stamped "CORR-ROW set 40.00 feet left of C.R. 112 Spur Baseline Station 17+87.02, for a point of tangency; 33) S 29°49'09" E for a distance of 29.49 feet to an iron rod with aluminum cap stamped "CORR- ROW set 40.00 feet left of C.R 112 Spur Baseline Station 18+16.52, in the existing northerly ROW line of C.R 112 (variable width ROW), 34) THENCE, with said existing ROW line, being said remainder of the 868.54 acre boundary line, S 60018'18" W for a distance of 80.00 feet to an iron rod with aluminum cap stamped "CORR- ROW' set 40.00 feet right of C.R. 112 Spur Baseline Station 18+16.34, being the proposed westerly ROW line of said C.R. 112 Spur; County: Williamson Page 4 of 10 Parcel : 4—Nelson Homestead 08-23-22 Highway: C.R. 112 THENCE, continuing through the interior of said remainder of the 868.54 acre tract, with said proposed southwesterly Spur ROW line, the following four(4) courses: 35) N 29°49'09" W for a distance of 29.32 feet to an iron rod with aluminum cap stamped "CORR- ROW set 40.00 feet right of C.R. 112 Spur PT Baseline Station 17+87.02, for a point of curvature to the left. 36) with said curve to the left, having a radius of 460.00 feet, a delta angle of 35°54'39", an arc length of 288.31 feet, and a chord which bears N 47°46'29" W, a distance of 283.61 feet to an iron rod with aluminum cap stamped "CORR-ROUT' set 40.00 feet right of C.R. 112 Spur Baseline PC Station 14+73.64, for a point of tangency; 37) N 65°43'48" W for a distance of 253.31 feet to an iron rod with aluminum cap stamped "CORR- ROW' set 120.00 feet right of C.R. 112 Baseline Station 121+94.41, for the beginning of a cutback for C.R. 112, 38) with said cutback, S 69°16'23" W for a distance of 42.43 feet to an iron rod with aluminum cap stamped "CORR-ROW' set 90.00 feet right of C.R. 112 Baseline Station 121+64.40, in said southeasterly proposed ROW line of C R. 112, at the end of said cutback, for an angle point, THENCE, continuing through the interior of said remainder of the 868.54 acre tract, with said proposed southeasterly ROW line of C.R. 112, the following two(2) courses: 39) S 24°16'34" W for a distance of 556.39 feet to an iron rod with aluminum cap stamped "CORR- ROW' set 90.00 feet right of C.R 112 Baseline Station 116+08.02. for a point of curvature to the right; 40) with said curve to the right, having a radius of 1,490.00 feet, a delta angle of 17"11'46", an arc length of 447.19 feet, and a chord which bears S 32°52'28" W, a distance of 445.52 feet to an iron rod with aluminum cap stamped "CORR-ROW' set 90 00 feet right of C.R. 112 Baseline Station 111+87,83, in the existing northerly ROW line of said C.R. 112, for a point of non- tangency; THENCE, with the common line of said existing ROW, and said remainder of the 868.54 acre tract, the following eight(8) courses: 41) S 60014'28" W for a distance of 378.47 feet to a calculated angle point, 42) S 59°47'51" W for a distance of 734.98 feet to a calculated angle point, 43) S 59°45'42" W for a distance of 557.94 feet to a calculated angle point, 44) N 17°48'03" W for a distance of 20.48 feet to a calculated angle point, 45) S 59°45'42" W for a distance of 565.90 feet to a calculated angle point, 46) S 61°11'26" W for a distance of 668.35 feet to a calculated angle point, 47) S 60°05'03" W for a distance of 274.21 feet to a calculated angle point, 48) S 59°13'54" W for a distance of 189.54 feet to a calculated angle point, and from which a 112" iron rod found bears S 1922'05" E for a distance of 0.37 feet; County: Williamson Page 5 of 10 Parcel : 4–Nelson Homestead 08-23-22 Highway: C.R. 112 49) THENCE, departing said existing ROW line, with the common line of said remainder of the 1,162.08 acre tract and said remainder of the 868.54 acre tract, S 77°06'26" W for a distance of 396.67 feet to the POINT OF BEGINNING, containing 20.586 acres (896,713 square feet) of land, more or less. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83, THE STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON § That I, M. Stephen Truesdale, 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 under my direct supervision WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. M Step ien Tr esdale Date Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Geodetics, LLC ( r.OF. Firm Registration No: 100591-00 � 1504 Chisholm Trail Road, Suite 103 ra 0�7 Round Rock, TX 78681 ..•---•• »•— •M.STEPHf N T IUESAM.E ....tom.. ...».........».... %.• 4933 S\1IDR\CR 112\PARCELS`PARCEL 41PARCEL 4-NELSON HOMESTEAD.doc SUR EXHIBIT DETAIL 'A' PLAT TO ACCOMPANY DESCRIPTION N.T.S• DETaI 'F' sra 74+79.25 NELSON HOMESTEAD FAMILY "•'S 141.84' LT PARTNERSHIP, LTD. sra 74+79.69 3 REMAINDER PORTION 133.95' LT r 1,162.08 ACRES O O (EXHIBIT "A", 3) DOC. NO. 1998024078 O.R.W.C.T. REMAINDER ORIGINAL 1,605.03 AC. TRACT OF DESCRIBED IN VOL. 305, PG. 219 S19'22'05"E D.R.W.C.T. 0.37' 68.54 AC C.R. 112 P.O.B. NELSON HOMESTEAD FAMILY URVEY STA. 74+73.65 PARTNERSHIP, LTD. 127.57' LT REMAINDER OF NELSON HOMESTEAD FAMILY S-�{GE S 356 GRID COORDINATES: 868.54 ACRES PARTNERSHIP, LTD. ONS 1.• RACt NO. N=10,179,349.33 DOC. NO. 1998024076 REMAINDER PORTION 868.54 ACRES S AgST E=3,148,393.14 0 O.R.W.C.T. DOC. NO. 1998024076 STA. 76+16.61 , O.R.W.C.T. 150.200'' LLT STA 24 131.86' LT I DESCRIBED IN O T STA, 76+57.40 VOL. 1133, PG. 639 4 NELSON HOMESTEAD 92.00' LT FAMILY O.R.W.C.T. 20.586 AC. 92 PARTNERSHIP, LTD. SEE DEraL A-L3 576+96.25 896,713 SQ. FT. REMAINDER OF sz.00' Lr �s 1 N60'16'34"E 1,669.66' DOC. N 868.. ACRES S)�, PROPOSED R.O.W. O.R.W.C.T.24076 0626 W SEE 10 L "F' 410 396 67 1 80.00 L30 85.00 j 0+ 75•01 11 2Fi-E--66&:3 =m ------------------ --r ------- - —: . -- a _ ---- ------------------- r 1 N0. 1 DIRECTION DISTANCE —��— ` 'r ' Z I L1 I N09'07'44"E 8.79' '—— �osTENs,e i> L2 N37'28'32"W 7.90' — n 1-3 N52'31'28"E 140.00' L4 S37*28'32"E 18.40' I m L5 ST070— 03"E 59.24' NUMBER DELTA RADIUS LENGTH CHORD CHORD BEARING L31 S60'05'03"W 274.21' C1 1'29'03" 1592.00' 41.24' 41.24' N59'32'03"E L31 559'13'54"'N 189.54' ` � N L A N D PARCEL PLAT SHOWING PROPERTY OF 08/23/2022 CEOL)ETICS _ ; NELSON HOMESTEAD FAMILY PARTNERSHIP LTD. PARCEL 4 PROFESSIONAL LAND SURVEYORS 1 SO4 CHISHOLM TRAIL RD.STE. 103 20.586 AC. ROUND ROCK,TX.78681 896,713 SQ. FT. PH.(512)238-1200,FAX(512)238-1251 SCALE PRv^JECT FIRM REGISTRATION NO.10OS91-00 1" _ 200. YJ LUAMSON COUNT" CR 112 PAGE 6 OF 10 ' I... 5`CR11?\,:ARCElS\PARCF ..-\FFSON\FA.ZF. HIBIT A PLAT TO ACCOMPANY DESCRIPTION NELSON HOMESTEAD FAMILY PARTNERSHIP, LTD. REMAINDER PORTION 868.54 ACRES SURVE'( DOC. NO. 1998024076 O.R.W.C.T. j�g�ICN0 356 VOL. SCRIBED 1133, PG. 639 J( A5STRAC� O.R.W.C.T. 50•EASEMENT TO SEMINOLE PIPELINE CO. 50'EASEMENT-0 VOL.840.PG.699 ENTERPRISE OAX4.T CRVOE PIPELINE.L.L.C. ADDITIONAL Ii DOC.NO.2017003557 A 5'EASEMENT 't VOL 2169.PG.795 \ 20 . o.R.w.c STA. 94+61.51 896.713 SO. FT. STA. 93+85.90 92.00 LT N60'16'34"E 1,669.66' 92.00 LT ` N60'16'34"E 1,266.86' cp 'STA 94+84.27 PROPOSED R.O.W. 01 STA 93+88.66 `� r 47.8t LT w p 2 90.00 47.81 LT �;` \ 95.00 C.R. 1 12 ENGINEER'S BASEL INE 100.00 2 0 00 --964w F< N — - -- - �-- - - - - -- - - - - - 1—?i;— ( N u Di1 � r _ NO. DIRECTION DISTANCE 1 L6 S56'58'10"E 49.70' L7 N60'16'34"E 95.61' p L8 N56'S8'10"W 49.70' L29 N17'4803"W 20.48' �S?ENS1=SURVE, INLAND PARCEL PLAT SHOWING PROPERTY OF 08/23/2022 GEODETICS -- NELSON HOMESTEAD FAMILY PARTNERSHIP, LTD. PARCEL 4 PROPFSSIONAL LAND SURVEYO 20.586 11C 1504 CHISHOLM TRAIL RD.STE.103 ROUND ROCK,TX.78681 896.713 SQ. FT. PH.0121238-1200,FAX(512)238-1251 SCALE FIMM REGISTRATION NO.IOOS91-00 = 200' WILLIAMSCN COUNTY CPROJECT Et 2 PAGE 7 OF 101 S\i�R—DROJ4CTS\CRi12\PA4C:.5\`AtiC_. 4—V--_SO\\FARCE 4—X_ SOX—PG7.Cwg EXHIBIT A PLAT TO ACCOMPANY DESCRIPTION NO. I DIRECTION DISTANCETIS- SURVEY L9 N34'14'45"W 20.00' N L- JUS 356 oETal -e' L10 S49'01'32"E 22.00' NELSON HOMESTEAD FAMILY PARTNERSHIP, LTU. �OHAgSTRACT NO. N.rs L21 S24'16'34"W 342.37' 1� w L22 520'43'37"E 42.42' REMAINDER PORTION 1162.08 ACRES �- W• L23 §65'43'48"E 253.30' (EXHIBIT "A 3) R� L24 §29'49'09"E 29.49' DOC. NO. 1998024078 0 oo pROpOSEO L25 S60`18'1 80.00' ORIGINAL 1605.03 3T AC. TRACT Opk-�6 / c^ L26 N29'49'09"W 29.32' DESCRIBED IN VOL. 305, PG. 219 =` L27 N65'4348"W 253.31' D.R.W.C.T. 2�` L28 S69'1 6'23"W 42.43' N O•r1• �• / N STA.. 123+10.40 Ac.'Q490.00 RT STA. 116+08.02 \ ,1N�2°" \oma STA. 122+80.41 90.00 LT ^ \2 ti� 120.00 Rf STA. 107+28.37 896,713 SQ. FT. oa / �� \ STA. 112+00.00 _ 92.00 LT S2 00 L 38.86 112A0 LT �\C t�6�9 CR 112 SPUR N6p'16, " sra 112+00.00 5 sra121+64.401 < 9s STa 14+73.64 1 266 86'E 90.00 LT C4 / Q ,6 S��� a <y 46.00 LT ow C2 3 1 / pR S.L� sra 12.00' R 1 +2 J p0 120.00 RT �= sTA. 108+38.e6 �'S• NELSON HOMESTEAD FAMILY s 0 PARTNERSHIP, LTD. q' - 92.00Lr SEE DETAIL V REMAINDER PO X868.54 ACRES `� ---- --_ l"0-00 _ --r� DOC. NO. 199802,4076 CR 112 SPUR --- - --- -- -C _-- STA. 116+08.02 O.R.W.C.T. STA. 14+73.64 ---___ - 90.00' RT DESCRIB IN 40.00 RT EXISTI/VOL. 11 PG. 639 CR 112 SPUR I -- - _ - --_. G R.O.W.RO.R.W.C.T. sra 17+87.02 ` ' ---_ -- @'W—WIDT o 40.00' RT SEE DETAIL ,E. La J STA. 190.007 RT _____ �_-__________ __ S6p•lg 18 by 366PT 183 7.02 DETAIL 'E CR 112 SPUR STA. 17+87.02 NUMBER DELTA RADIUS LENGTH CHORD CHORD BEARING - - 4 40.00 LT C2 04'31'19" 1,308.00' 103.23' 103.21' N58'00'55"E CR 112 SPUR STA 18+16.34 ) CR 112 SPUR C3 14'46'47" 1,288.00' 332.25' 331.33' N48'21'52"E RT STA. X18 T16.S2 C4 16'41'54" 1,310.00' 381.79' 380.44' N32'37'31"E CF .;PFAR7,NT .c.;;. �p �1 r25 C7 36'49'42" 530.00' 340.67' 334.84' §46'47'52"E "�L.'A"c'` 'OR �" ^ E 1LuCn,Zc •_J C835'54'39" 1 460.00' 1 288.31' 1 283.61' 1N47*46'29"W ZWa,' C9 1T11'46" 1,490.00' 447.19' 445.52' S32'52'28W ow POLE 20,59 96 N L A N D _ PARCEL PLAT SHOWING PROPERTY OF 08/23/2022 GEODETICS - i9 NELSON HOMESTEAD FAMILY PARTNERSHIP, LTD. PARCEL rRO4sSIoruu LAND SURVEYo 1 SO4 CHISHOLM TRAIL RD.STE.103 20 Ar- 896,713 SQ. FT. ROUND ROCK,TX.78681 PH.1512)238-1200,FAX(512)238-1251 SCALEPROJECT FIRM PlGkST><ATON No.IOOS91:1- 1" = 200' WILLIAMSON COUNTY CR 112 PAGE 8 OF 10 S.',1'.n-=�CJ�CTS\CRit2\PARCE$\PA9CEL <-\Et$ON\:A�CE :-\El$ON-�Gt?.cwt EXHIBIT A PLAT TO ACCOMPANY DESCRIPTION NO. DIRECTION DISTANCE L11 N24'16'34"E 1,044.76' L12 N68'59'08"E 1 162.81' NUMBER DELTA RADIUS LENGTH CHORD CHORD BEARING L13 N23'45'38"E 1 56.35' C5 44'42'34" 1,290.00' 1,006.62' 981.27' N46.37'51"E L14 N21'27'52"W 14.77' C6 44'42'34" 1,1 10.00' 1 866.16' 844.35' S46'37'51"W L15 N68'32'08"E 12.00' L16 S68'32'08"W 12.00' 1-17 N21'27'52"W 19.71' L18 N66'14'22"W 56.79' S 137+91.66 L19 S68'59'08"W 164.22' STA. 135+89.17 TD. 130.00 LT L20 S24'16'34"W 342.37' `� CS PROP O S E D R . O oo T STA. 137+51.98 DETAIL "C' STA 126+52.78 `� W• 90.00' LT STA. 137+91.55 N.T.S. 90.00' LT `, 14x.77 LT NGt��f�30 o F NE �2 • DETAIL 'C' 1� E� 35.00 0 ! PROPOSED-R. 0. ry -t'i % w J, N o� 'T 4 4 STA 135+89.17 7.9 < ^ O ^ Aye N . / 90.00' RT N 2.78 6,713 SQ. F . a.00 RY N� STA. 137+53-39 CSONs 20.586 AC.STA. 126+dl 90.00' RT / STA. 137+93.70 DETAIL 'D' / P 0 130.00' RT \' NELSON HOMESTEAD FAMILY STA- 137+93.58 PARTNERSHIP, LTD. 149.59' RT In REMAINDER PORTION 868.54 ACRES /NELSON HOMESTEAD ry 3 N STA. 138+05.56 DETAIL "D' DOC. NO. 1998024076 FAMILY tr 149.61 RT N.T.s. v O.R.W.C.T. PARTNERSHIP, LTD. DESCRIBED IN REMAINDER PORTION � VOL. 1133, PG. 639 1,162.08 ACRES N h p�Q cP O.R.W.C.T. (EXHIBIT "A", 3) _ ' DOC. NO. 1998024078 Jnr ^tiz SURVEY O.R.W.C.T. HN L. JUSTICE 356 ORIGINAL J O ACT NO 1,605.03 AC. TRACT 4 L ABSTR DESCRIBED IN 6 VOL. 305, PG. 219 D.R.W.C.T. N L A N D . PARCEL PLAT SHOWING PROPERTY OF C8/23/2022 C:_ Ics = NELSON HOMESTEAD FAMILY PARTNERSHIP, LTD. PARCEL 4 PROFESSIONAL LAND SURVEYORS 1 SO4 CHISHOLM TRAIL R.D.STE.103 20.586 AC. ROUND ROCK,TX.78681 896,713 SQ. FT. P:.1.(5:2)238-1200,FAX(512)238-1251 SCALE PROJECT CR 112 PAGE_ FIR.1t RMSTRATION NO.100591-00 1" = 200' WILL,AMSON CCUNTY 9 OF 10 S'\-"ARC=. 4-,N9 SCV,'. ARC= 4-N:_SCV-�O9k1%.CwG EXHIBIT A LEGEND PLAT TO ACCOMPANY DESCRIPTION 8 60D NAIL FOUND —'\7- LINE BREAK Q 1/2 " IRON ROD W/ ALUMINUM CAP T� DENOTES COMMON OWNERSHIP STAMPED "WILCO—ROW" FOUND p 0.B. POINT OF BEGINNING Q IRON ROD WITH ALUMINUM CAP ( RECORD INFORMATION STAMPED "CORR—ROW" SET p,R.W.C.T. PLAT RECORDS p. IRON ROD WITH PLASTIC CAP WILLIAMSON COUNTY, TEXAS FOUND — AS NOTED D.R.W.C.T. DEED RECORDS • 1/2" IRON ROD FOUND WILLIAMSON COUNTY, TEXAS O TxDOT TYPE II CONCRETE O.R.W.C.T. OFFICIAL RECORDS MONUMENT FOUND WILLIAMSON COUNTY, TEXAS IL CALCULATED POINT O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS P PROPERTY LINE WILLIAMSON COUNTY, TEXAS 1) All bearings shown hereon are based on grid bearing. All distances are surface distances. Coordinates are surface values based on the Texas State Plane Coordinate System, NAD 83, Central Zone. THE SURVEY SHOWN HEREON WAS PREPARED IN CONJUNCTION WITH THAT COMMITMENT FOR TITLE INSURANCE GF NO. GT2200988. ISSUED 3Y TEXAN TITLE INSURANCE COMPANY, EFFECTIVE DATE JULY 22, 2022, ISSUE DATE AUGUST 3, 2022. IOC. PIPELINE EASEMENT GRANTED TO LONE STAR GAS COMPANY AS SET OUT IN VOLUME 238, PAGE 184, OF THE DEED RECORDS OF WILLIAMSON COUNTY TEXAS, (AS IT PERTAINS TO TRACT 1 ONLY), DOES NOT AFFECT. D. RIGHT—OF—WAY AND PIPEUNE EASEMENT GRANTED TO SEMINOLE PIPELINE COMPANY, AS SET OUT IN VOLUME 840, PAGE 699, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS; SUPPLEMENTED BY THAT CERTAIN SUPPLEMENTAL PIPELINE RIGHT—OF—WAY AGREEMENT, AS SET OUT IN VOLUME 2169, PAGE 795, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, (AS IT PERTAINS TO TRACT 3 ONLY), AFFECTS AS SHOWN. E. NON—EXCLUSIVE PIPELINE EASEMENT AGREEMENT GRANTED TO ENTERPRISE CRUDE PIPELINE, LLC, AS SET IN INSTRUMENT(S) FILED FOR RECORD UNDER WILLIAMSON CLERK'S FILE NO. 2017003557; FURTHER STIPULATED IN THAT CERTAIN MEMORANDUM OF MERGER, AS SET IN INSTRUMENT(S) FILED FOR RECORD UNDER WILLIAMSON CLERK'S FILE NO. 2020082921, (AS IT PERTAINS TO TRACT 3 ONLY), AFFECTS AS SHOWN. I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND THAT THE PROPERTY SHOWN HEREON WAS DET RVIINE BY A SURVEY MAD 0 THE � Di G7 D AJNDER MY D�SUPER 1 j� / tM. ST PMEN RUESDAL DATE "^�REGISTERED PROFESSIONAL i M ni =LAND SURVEYOR NO. 4933 ��LICENSED STATE LAND SURVEYORINLAND GEODETICS, LLC 7� ->LFIRM REGISTRATION NO. 100591-00 1504 CHISHOLM TRAIL ROAD, SUITE 103 ROUND ROCK. TEXAS 78681 I N L A N D k. ?ARCEL PLAT SHOWING PROPERTY OF 08/23/2022 GEODETICS _ NELSON HOMESTEAD FAMILY PARTNERSHIP, LTD. PARCEL 4 PROFESSIONAL LAND SURVEYORS I 1 SO4 CHISHOLM TRAIL RD.STE.103 896.71320.5ZO.J06 AC. SQ. FT. ROUND ROCK,TX.78681 PH.(512)238-1200,FAX(512)238-1251 SCALE FIRM REG.--ON NO.1 00 591-00 WILLIAMSON COUNTY PROJECT 1 = 200 CR 112 PAGE 10 OF 10 _EGENG PEMDVE-,TAM WASE AND ASPHALT PLANE ASAN CQw-PAV (XX7l REMOVE COWKTE DRIVEWAY �. •�' REMOVE IfIct \ REMOVE CONCRETE NI$C •` �1. RLUJVE COKIIFTE RIPRAP PIATiYE SIDEWALK \ •1 �' ` IFEWvE RUFF. IM(PONCE DE LEON PA55 REMOVE%w . ` •I •� O REMOVE FREE •I •1 • 1 I NOTES: 1. ALL ITEMS REQUIRING REMOVAL THAT APE NOF SPECIFICALLY CALLEO OUT IN PLANS 5HALt BE 1 •1CONS IDERED"SIDIARY TO PREP ROP. ' 2. REFER TO ROADMAP PLANS FOR 11M1t5 OF CON$iRUCi ION ON CROSS STREETS ANO DRIVEWAY$ I ; 1 1 FOR EXACT R[MWAL LIY11 STATIONS. REFER TO OTHER PERT IFIEMT SI YS. �. FENCf AND GATE REMOVAL WILL K SURSIDIARV TO I ' 1 PREP 4 O11. O 1 O i I m O ;- = N PT POE II.".0 " ` M� Q —TJ I 1 I 0 CO AO W W W N X — — --..E: CAU NNET EYj571IIC PAv[FSN w NEMDV TFIN:E-� TO ROKAi1 DR LF I P ....y51F1 Z —._— �.—._— — — --••-- — ----- —iiF rFwTilFPIT— —._—_ —.'—•--••—••i..-- — - h X P--E IDK sr ` _ � • •14 Uoew+:zo2. 51 LF t1 REMov i Y E7t1�0��_+l.•�tl.--�_d.�v•r>-•.tl-�-.a+..r.n-4 aa.•N_P'—t T-1•—P-. .-.. 1+ ��rr A _f.,r T•^^1:2.W/S�.R( �i••�'j-'x-i _ 1. !ri• 1M%'�'1 R_•T ��` T Grp M HE CTG -- TMA SJF LF � 'Ell5EDERALK THE CITY Of WOUND ROCK TEXAS t5 Sr TRANSPORTATION DEPARTMENT Z CR 112 12 REMOVAL PLAN (STA 120+00 TO END) 4 147 CHIC S10E11KKS t5'I cT sr END CONC anR ITr III \ LEGEND EENlpp COMC OM(TV il, (PONCC D<LEON I (PONCE fK LEON �11.A. 19 � i* Et15ilN TRAVEL LYRA Y 4,771►TN.N/ {{{��,—EIISTIMG SET ANO CAAVEAT •\� R» P/1OPOSEO TRAVEL LAZE /• TO REMAIN iN PLACE _.._ O / —..— E>1l5TING RON O I I COW SIOEwIK 15'1 PROPOSED RMI R AY t — CONC Culls ITr ID co I I b)Lf 5'Sn�. 9`'S J, A ifi r ENO CHIC CURB ITr 111 Y - C.PONCE DE LEON w I STA. IS-OS." ' - - caftt CURB ry1A• Is s.00 L T Q2.5t- Ilr t I 15' LAME Is LU1F 66 L1� a .5-A..I!•07.f6 _ _._._. --— DF LEON PASS (n 1S• LANE I •�� 7 PQB 20.00 CONC LORE to 15' LANE ` W.60•3.5Y-�• ITT 111 !' END COIK NRB 0Y tl• 6t L� •T- I StA. 19-DE KOM ,—C PONCE OE LEON PASS Ll.1 {.5' ti f I5.00 RT Z S/r 1M' I {' SA � i OAA CURIE (TV III = Isl �oRMCS7s�x4LA .s, NOTES: 15'1 I. :NCRI20N1AL 4IGMENI DATA SKCT FOR 45CL IN1. t DRIVE REG COIR'CURB IT. III 2. wpMAT� SWEETS 1011 CULVLPT AND STOIY SERER L (POMC(Of ILOM r ST STA. 16 it.{B A. SE[ INTERSECTION DETAILS FOR IOpIl10NKL ' '• 42.50 R1 {. S:WOTAMT IM LI TA, I0•1195', DIMENSIONS AMD OFFSETS ARE TO FACE OF CUM Q S , c r7.it RI CND COK CVI► I .. aILCiS O1NERriSF NOTFO. ,� ((PONCE DE LEGNTY 5. 7K CALL MITI"Alto"i5 REOUIREO BEFORE ANT ,aJ• ,•1•.' S(A. I►•{B.{6 ,WSTWCT ION. TK UTILITT INFOIWTION SR=R IS AE.SO Ni APPROKIWTE. FIELD VERIFY EXACT LOCATION AND ••.I•¢¢• R ES-01 I XPTM$OF EKI STIMG UTILITIES PRIOR TO CONSTWCTION. STA. IR•I1.T2'`;,• STA, 19+09.67 116.71 RT • - II8,71 RT A 1 vl II.OS.R►r o To - _ Ao Ao Ao 740 740 ....•.•11111 .Il TSS TSS O O =D%VOAl2p74 11 750 + TSOISrIT.� .._. co POL I, lt$ ♦ EMD PROFILLEE itS " a`n Q � IW1CN EKISTIMOf ��r "�, Ilgr.rliolp.q•I...n. 720 N LU I-CITY a foIKND ROCK TEXAS Z _ TRANSPORTATION DEPARTMENT 1,15 1--1 715 J CR 112 710 = 710 ROADWAY PLAN & PROFILE U PONCE DE LEON H TGs Q los (STA. 18+00 TO END) t f 700 700 I►•Do 1!•ao20-00 21.00 tl.Oo 171 r G✓ONCE DE ISDN PAs, ''., ••I LEGEND 1/ C=:> Ex ISTIN6 TRAV(L TALE -0 PROPOS(0 TRIVET LUNE Zl (0-01 — ..— f115T1 NO ROR Q• _. / St A 11.05.96 •• PROPOSED ROO �•.� WI �� 10.00 11 / 16.21, L- J A A A S --(fe-01 10.00.00 / Ee-01 P• D h D 6 D ul -00 . A A •A A �T; 0 1 1 Z. M1l • D•. D•. D•. D • PI. D• C Ee-0' STA 10.12.50 I D D I D l 10.00' RT _ _ N•25' $1 PO.�.. PC N./1 10.00' RT D • D I I' D D Nms l t 1. SEE ONIZON14L ALIDNIENT DATA SNE{T FOR 54ULIW l CR-01 P D• DATA. Or$IA II.1U.9e ' _ 2. SEE DRAINAGE SNE{TS FCA LUIVESI AND SICRU SERER I RFORW TION A 3. SEE INTERSECtICN DEIAILs roe ADOITIMAL .. .. .. ..1... .. .. ..�.. .. .. ._...... .. J... ..J. ......5x)3....... IMF TIM I P .. ALL 07NENSIWS AND OFFSETS AR( TO FACE Or OXN9 3. O. 0AK CALITNOpir ITISCAT ION IS RECAJIPED INVORE ANT C;E9-01 I (EY•01 CONSTIIUCT ION. THE UTILITY IIfdYErtd SN01..Is STA 11 $1.00 lA it•N.00 AFPROIIWT[. GIfLO KR/Gv(1uCT LOCATId AND tl, l' Rl 1l.29' LT DEPTHS Or{.I S71 NO UIILI TICS PR OR To CONSTRUCTION. •9 01.1 �I �a 11•9..69 M@ O 10 20 JD p • KAU ME PUT --_ \AII1111 •rI DRIVEWAY EB-01 TT4h: .. =oaroA,mx x , f' • 0.sox L�� il+• f`++'Ny T..T-rs. TLS-— •„ Ar y TN[CITY OF ROUND RCKX TEXAS a •i••"""--- TRANSPORTATION WARTYBiT 30,RCP aV P110POSED CR 112 t DRIVEWAY PLAN 8 PROFILE EB-OI t n•oo ".O0 181 raT LEGEND [k I ONCOR OVEIMMEAO ELECTRIC CIiY O[0000":11AT[R 111" \ II 1� -ra•*III- CITY K AMC ROC[RAS1FNAE*LINE i —WS•1—ATMOS GAS LINE S, ENTERPRISE ENTERPRISE OAS LINE \ -W FOI- MCI COMMUNICATIONS ON AN \ I I -VG i02- AT&T VIRE*OPTIC U&iL 726,94 I - EXISTING RON APER COR*OIs I �..-. PROPOSED ROTI o Z PROPOSED S70RY SERER 71 I i TEST AM 15 1 ~ I (2)2.5 OPE&. t NOTES: F[REA OPOPtitC' 1 1, THE CONTRACTOR SHALL CONTACT THE UTILITY t0►.733.07 1 OME-CALL 5Y5TE31' AT 1000-349-8377 FOR EXISTING UTITO AWLITY LOCATIONS AT LEAST 4$-HOURS _ PwpnosFp ROR �,/ t UTILITIES (RATER YANDIWASTEWATER) AREAT TY NOT PMT _.._.._.._..-. -.._..-.. LOCATND712 STA I)T•e5.00 70'STEEL CASINC- II OF THE ON-CALL L CONTACT THE CITY FOR RATER E t Ca 1 AND WASTEWATER LOCATES. I I 2. CONTRACTOR TO POTHOLE TO VERIFY EXISTING UTILITY 0 2.91 PVC Ogp*pA X DEPTHS AS NEEDED PRIOR TO CONSTRUCTION. s1GNAL 1 O 3. THE LOCATIONS OF PROPOSED CONDUIT AND GROUND STA 1)7.50.00 N1kwCa.X+ECT leo Lf To ME DAATE FIELD AND SO SHIFT, AS DIRECTED, + I TO ACCOMIODATE FIELD CONDITIONS. i _ I C!0.VERT C Q SEE CMKPT 0 PLAN AND PROFILE I _ SHEET FOR DETAILS _ .- N c can't- t ca IIx-\ I � 0 70 so b w .�.. CR 112 S:A 117•es.00 t� ---._.__. s[Au ""-.___._""" Z - - - _119.00 a �� I 5 HE -- �.�•.\\11+111 SE[ 10' STEEL CAST R� i ' 711 G(A "E WLIN CROSSI ' ••fi SHEET fpR NEf1(LLW_\ S \ 190 Lf .....:... R1 � '�` ..-..-.._..PNOPOSfO ua .._..-..-..�\ I � 1 r �I1..°..1:s i°�."►W I I&e EMD!0' s[f EL ASIM I 1... t CR 112 STA 137•&5.00 a��"- 90' RT •\_ i t //F1 IME CITY tlf ROUND ROCK TEXAS "" TRANSPORTATION DEPARTMENT \ '\ CR 112 f TEST.21 HOLE le `' 1 I TFL UTILITY PLAN TaI VER in"�T302Pu L , CR 112 Y i (STA 13600 TO END) l US fL- 7225.16 T. M fl 725.06 yf C PEP CORN G15 305 157 r I LEGEND I -RI Cllr01 RQtic 111:■ATER LINE •11 I - Wi ml- CIT.OF OO11ND ROC 4 gASTOATER LIS' I 111 —W5-1—A7W5 GAS LINE GAS-2—ENTERPRISE WS LINE -UG FO1- MCI CTIAAAEICATIONI UG i02- A7AT i1TEP OPT1C ' I EXISTING R0R I _.. K FL . 72A.ss PROPOSED ft.os rt 126.114A _ PtA cum GIs o ; PROP05E0 STORIF SEKR I '[St HOLE5 I 121 21,PE pN Ftp GPC I I NOTES: TOO 733. 1.I 1. THE CONTRACTOR SHALL CONTACT THE UTILITY I• 1 EXIISSTSNOLUTIL�•AT 1600LOOCATIONSjAT`LEASTF40-(TOURS _. _ .. _ _-.__ PROPOSED RW_, J•. PRIOR TO ANY EXCAVATION. NOTE THAT CITY j UTILITIES IRATEA ANO WASTEWATER) ARE NOT PART Of THE ON-CALL SYSTEAL CONTACT THE CITY FOR RATER ENO!0' ST([L CASING AMC WASTrWAYEA LOCATES. CA 112 STA 177 TO.OT I 2. CONTRACTOR TO POTHOLE TO VERIFY EXISTING UTILITY DEPTHS AS NEEDED PRIOR TO CONSTRUCTION. (] GROUND BOx j T. THE LOCATIONS OF PROPOSED CONDUIT AN CRCUNO p ., - R/APRON :T►137.50.00 TO AC ARE DATE FIELD C AND SO SHIf T, AS DIRECTED, + � i TO A[COAAODATE FIELD CONDITIONS. I M , CULYEPT 0 `\�'•'• I - __ .-1 SEE CUYEPT 0 PLM,ANO PROFILE NEj SEl FCA ILS a CR 112 s:A n7�es�uo scAu m ntT Ld - 00 SEE !0' S1EE. WS{ j I li FOR RATER PAIN CRUISING I 1\ SHEET FOR DETAILS 150 LF _ 5 •= .`09104,2024 • ��•• CND 30' STCEI CASINO I CA 112 STA 65.00 137. TH X CITY OF gO1RID gOCR TEXAS BO' AT •\ I TRANSPORTATION DEPARTMENT 1 CR 112 ' 1 IRI+NULL 1y—=} H UTILITY PLAN '21 7.s'P( YEOPI ON ' ' CR 112 RCP 71[ TTP nz." L-. �,i (STA 136*00 TO END) sM Hw I DS ft 25.06 E PCR CORR OI: 305 I I LEGEND I I � -�-►-r-F-�-- OMC-0R WERIEAO Fl F[iRI[ .•tt CITY OF ROUND ROC.RATER ltK I I g 1 \ - .•AI- CITY 01 ROW"ROLA 0111E04TER LINT END 30'SlEfi CASING —GAS.t—ATyIK Ws LINE (POMCE DE LEpI STA li•OS.00 I \ So LT O —CAS-2—ENTEMPRISE WS LINE �" .._.._.._.._..—..—. ►�OPOSE�RD�— _..— - �. -W F01- NCI CONRb ICATIONS � SFE 30•STEEL.CASING -U0 F02- AT&T FIRER OPTIC FOR LATER WIN CROSSING -- EXISTING"a lu V• SKIT FON DETAIL - ---__... � —..—. PROPOSED ROR _ •/ I90 PROPOSED STORY SERER I ( I PONCE Of SON PASS E PONE DE LION PASS— W NOTES. �.• _ !._._.—.�._.—.--- .--_._. —.—.—.—.—.—.—.—.L._._.—.—.—.—.—._ 1. THE CONTRACTOR SHALL CONTACT THE UTILITY to•00 I I.{J ONE-CALL SYSTEM'AT 1900-344_63T7 FOR Z EXISTING UTILITY AT AT LEAST 40-HOURS PRIOR TO ANY EXCAVATION. NOTE THAT CITY UTILITIES (WATER AND WASTEWATER) ARE NOT PART _. J OFD 114E ON-CALLTEWATER LT�EII. CONTACT THE CITY FOR WATER of 18 2. CONTRACTOR TO POTHOLE TO VERIFY EXISTING UTILITY DEPTHS AS NEEDED PRIOR TO CONSTRUCTION. R I --_••_.-—--_.._.._.._ Ep�OiN'' O 3. THE LOCATIONS OF PROPOSED CONDUIT AND GROUND �EjoP10'ME CAS1i LEGEND -P- P- P-F LNC00 o[PR AO ELECTRIC —RI [ITT O ROUND ROCK RATER LINE rP `\\\v wt- CITp�Rp r OF gROCK U5T[RKTER TIRF OAS-! ATMOS GAS LINE GAS-2—ENTEWISE OAS LINE 1 -W FOT- NCI COMl^N I CATIONS -UG P02- AIAT FIKR OPTIC [x Is W.ROR - PROPOSED RSR PROPOSED STOW SEKR ( NOTES: 1. THE CONTRACTOR SMALL CONTACT THE UTILITY 'OE-CALL SYSTEM' AT 1400-344-4377 FON EXIST No UTILITY AT AT LEAST 44-HOURS n PRIOR TO AIR EXCAVATION. NOTE THAT CI7Y = UTILITIES (RATER AND RASTEIEATER) ARE NOT PART y AND C 04_CALLTEWATER SOLACE,CONTACT THE CITY FOR MATER O 2. CONTRACTOR TO POTHOLE TO VERIFY EXISTING UTILITY •T1 DEP INS AS NEEDED PRIOR TO CONSTRICTION. t O 0 3. THE LOCATIONS OF PROPOSED CONDUIT AND GROUND _ w 40XE3 ARE DIAGRAMMATIC AND SO SHIFT, AS DIRECTED, Q _ TOISFIELD CONDITIONS. + 00 t. —�(POKE DE(.EON PASS 0 DE LEON PASS T`.'—.—.—. 20-00 .bp SCA"M RT LLJ 1 a •I� `� TME CITY -NOLRC ROC- /EXAS fRANSIORTATION OEPARTYEMi CR 112 I ! m UTILITY PLAN PONCE DE LEON u (STA. 18*00 TO END) �w� 7 e 307 PPLWERT♦LINE RILLIAMSON CENTRAL APPMISAL OISTRIC'- 1 I I EXISTING NO •— PROPOSED ROR PROPOSED Pd BT OTtERs 1 1 I \\ PROPOSED EAsucNT RT OTTERS • '� EXISTING TRAVEL LANE ~ PRET D RAVEL LANE ZI iR 11: 01-IG130•XR'. PROPOSED EDGE OF PAVEMENT 81 I ly r D3.10172'XE'1 /ROPOSED RETAINING ALL _ PROPOSER SMALL SIGN j W jW (STOPd - EXISTING SMALL SIGN 13�(�T��R)6-1 �-REPL RIRET REO PAV 1RN1 A- 4111 SLD N I L'J ` ®-RFEL RE t►AV�MAIL ER'PIR>SLOA' INl On W;--------- REEL PAV MR!' IR1 COT ■HX c5-•Uil tE' I-REEL PAV NRR 12' Irl x0 Pen'.U.Loon.... 0 •.,er Xn•1 t j L PAY NRR 24- ITII XO OW I ©•REEL PAV NRN a1 A11roR T STOP -REEL►AV MRA IRI Raro T-RETL N/QT RFO PAV M1A A• 1R x0 EX TNG r Q REEL PAV Raw PAV ko I I I X T �1 ®-RRPY T 1•C TORE MED O-RMY IT tl•A-. O A-RRPN n It-C-R O 1 1 I Q-0-REEL PAV WK TNI WTURN ARNI + ' E 10 LE OM-SL o • E T0• TVP. I $ 130 LF) oN-3A Q ..... ♦-D1F. ONA OL 11AEA OR MO �/S — • iTE'SIDIPECt 1011AL OEL INEATOR IRR1 (// I I I O ]O AO M, q 13.5 PONCE8DE LEON P S• 1C.1 w lot, Zn•s� L, pE X[ 155 •_-_----•_•—•—]0.00 ------- 20.60 i J t'11 • I I '.!Q' j. E 10• 11P, ION If P It M!9't i' Oi•R• • TME CITU 4 OE Ro—ROCX TEXAS►t 11-05.8 ` TRANSPORTATION DEPARTMENT r j CR 112 I I o I¢ P SIGNING AND PAVEMENT MARKING PLAN �- PONCE DE LEON WI iW 1W (STA. 18.00 TO END) IiW x ' NOTLS. N W I 1. INSTALL 5IG4ItN:AND PAVEMENT. 4AAXING IN ACCOROANCt•ITN . A2 Xm IXCOT STiWARDS Mq SPECIFICATIONS L04LESS OTNERRISE NOTED. y I I WO - o 457 EXHIBIT "C" Parcel 4 DEED County Road 112 Right of Way THE STATE OF TEXAS § COUNTY OF WILLIAMSON § NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OF THE FOLLOWING INFORMATION FROM THIS ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. NOW, THEREFORE, KNOW ALL BY THESE PRESENTS: That NELSON HOMESTEAD FAMILY PARTNERSHIP, LTD., a Texas limited partnership, hereinafter referred to as Grantor, for and in consideration of the sum of Ten Dollars (S 10.00)and other good and valuable consideration to Grantor in hand paid by Williamson County,Texas, the receipt and sufficiency of which is hereby acknowledged, and for which no lien is retained, either expressed or implied, has this day Sold and by these presents do Grant, Bargain, Sell and Convey unto CITY OF ROUND ROCK,TEXAS, hereinafter referred to as Grantee, all that certain tract or parcel of land lying and being situated in the County of Williamson, State of Texas, along with any improvements thereon, being more particularly described as follows: All of that certain 20.586-acre(896,713 Sq. Ft.)tract of land in the John L.Justice Survey, Abstract No. 356, Williamson County, Texas; being more fully described by metes and bounds in Exhibit"A", attached hereto and incorporated herein (Parcel 4) ("Property") SAVE AND EXCEPT, HOWEVER, Grantor hereby reserves all of the oil, gas and other minerals in and under the land herein conveyed but waives all rights of ingress and egress to the surface thereof for the purpose of exploring, developing, mining or drilling or pumping the same; provided, however, that operations for exploration or recovery of any such minerals shall be permissible so long as all surface operations in connection therewith are located at a point outside the Property and upon the condition that none of such operations shal I be conducted so near the surface of said land as to interfere with the intended use thereof or in any way interfere with,jeopardize,or endanger the facilities of Grantee or create a hazard to the public users thereof, it being intended, however, that nothing in this reservation shall affect the title and the rights of Grantee to take and use without additional compensation any,stone,earth,gravel,caliche, iron ore, gravel or any other road building material upon, in and under said land for the construction and maintenance of roadway and drainage improvements thereon, but shall not be used or exported from the Property for any other purpose. The Property is part of a larger tract of land owned by Grantor identified as WCAD Parcel Nos. 056155 (90.45 acres)and R545897 (74.997 acres)(said real property,save and except the Property,being referred to herein as the "Remainder Property"). RESERVATIONS FROM AND EXCEPTIONS TO CONVEYANCE AND WARRANTY: (i) Visible and apparent easements not appearing of record; (ii) Any discrepancies,conflicts, or shortages in area or boundary lines or any encroachments or any overlapping of improvements which a current survey would show; (iii) Easements, restrictions, reservations, covenants, conditions, oil and gas leases, mineral severances, and encumbrances for taxes and assessments (other than liens and conveyances) presently affecting the Property, but only to the extent that said items are still valid and in force and effect at this time; and (iv) the restrictive covenants set forth below, which Grantee covenants and agrees to perform. TO HAVE AND TO HOLD the Property herein described and herein conveyed together with all and singular the rights and appurtenances thereto in any wise belonging unto Grantee and its assigns forever; and Grantor does hereby bind itself,its heirs,executors,administrators,successors and assigns to Warrant and Forever Defend all and singular the said premises herein conveyed unto Grantee and its assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof by,through or under Grantor, but not otherwise. GRANTOR HAS NOT MADE, DOES NOT MAKE AND SPECIFICALLY DISCLAIMS ANY REPRESENTATIONS, WARRANTIES, PROMISES, COVENANTS, AGREEMENTS OR GUARANTEES OF ANY KIND OR CHARACTER WHATSOEVER, WHETHER EXPRESS OR IMPLIED, ORAL OR WRITTEN, PAST, PRESENT OR FUTURE, OF, AS TO, CONCERNING OR WITH RESPECT TO: (1) THE NATURE, QUALITY OR CONDITION OF THE PROPERTY, INCLUDING, WITHOUT LIMITATION, THE WATER, SOIL AND GEOLOGY, (2) THE SUITABILITY OF THE PROPERTY FOR ANY AND ALL ACTIVITIES AND USES WHICH GRANTEE MAY CONDUCT THEREON, (3) THE COMPLIANCE OF OR BY THE PROPERTY OR ITS OPERATION WITH ANY LAWS, RULES, ORDINANCES OR REGULATIONS OF ANY APPLICABLE GOVERNMENTAL AUTHORITY OR BODY, (4) THE HABITABILITY, MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OF THE PROPERTY, (5) THE PRESENCE OF ANY ENDANGERED OR THREATENED SPECIES OR ENVIRONMENTAL FEATURES ON THE PROPERTY, AS WELL AS THE SUITABILITY OF THE PROPERTY AS HABITAT FOR ANY OF THOSE SPECIES, (6) THE AVAILABILITY OF UTILITY SERVICE TO THE PROPERTY,OR(7)ANY OTHER MATTER WITH RESPECT TO THE PROPERTY.GRANTEE AGREES THAT THE PROPERTY IS HEREBY SOLD TO AND ACCEPTED BY GRANTEE AS IS, WHERE IS, AND WITH ALL FAULTS, IF ANY. By acceptance of this deed, Grantee assumes and agrees to pay all ad valorem taxes after the date of this deed relating to the Property for the current and all subsequent years, and any assessments for the current and any prior years which arise on or atter the date of this deed and which are directly related to or result from this transfer and conveyance. This deed is being delivered in lieu of condemnation. The following restrictive covenants (the "Covenants") are hereby imposed upon the Property, will run with the land comprising the Property, and will be binding upon Grantee and its successors and assigns and benefit and be enforceable by Grantor, and its successors and assigns unless otherwise indicated below: (1) The Property may be used, improved and maintained solely for any legally authorized public use under Texas law, including specifically roadway purposes and for the construction and maintenance of related drainage improvements and public utilities therein (the"CR 112 Improvements' . (2) The CR 112 Improvements must include appropriate facilities for the collection of all drainage and/or stormwater runoff from the Property and the related County Road 112 right of way as required by any applicable City of Round Rock Design and Construction Standards (DACS) or other requirements of State law. No increase in volume of stormwater runoff or drainage may be diverted onto the Remainder Property unless otherwise allowed by law without an express easement for such drainage granted by Grantor in its sole discretion, and any such easement will be at Grantee's sole cost. (3) After construction of the CR 112 Improvements, in the event that Grantee abandons use of the Property for public roadway purposes, Grantee shall not thereafter convey title to the Property to any party without first granting Grantor the option to repurchase it pursuant to the requirements of Texas Local Government Code, Section 272.001 or Section 263.002, Texas Transportation Code 251.058(b) or their successors, or other applicable Texas law regarding the disposal of real property by Grantee. [signature page to.follow] 3 IN WITNESS WHEREOF,this instrument is executed on this the_day of ,2026. GRANTOR: NELSON HOMESTEAD FAMILY PARTNERSHIP, LTD., a Texas limited partnership By: Nelson Homestead Management, LLC, a Texas limited liability company, its general partner By: John C. Nelson, Manager ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF WILLIAMSON § This instrument was acknowledged before me on this the day of 2026, by John C. Nelson, Manager of Nelson Homestead Management, LLC, a Texas limited liability company,the general partner of Nelson Homestead Family Partnership, Ltd.,a Texas limited partnership, in the capacity and for the purposes and consideration recited therein. Notary Public, State of Texas 4 ACCEPTED: CITY OF ROUND ROCK,TEXAS By: Brooks Bennett, City Manager ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF WILLIAMSON § This instrument was acknowledged before me on 2026, by Brooks Bennett, Round Rock City Manager,in the capacity and for the purposes and consideration recited therein. Notary Public, State of Texas 5 PREPARED IN THE OFFICE OF: Sheets&Crossfield, PLLC 309 East Main Round Rock, Texas 78664 GRANTEE'S MAILING ADDRESS: City of Round Rock,Texas Attn:City Clerk 221 East Main Street Round Rock,Texas 78664 AFTER RECORDING RETURN TO: 6