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Home My WebLink AboutRES 111326-6.G - Eminent Domain for Leander Rd Expansion from Norwood Dr to SW BypassRESOLUTION NO. 0/13a 4_0c� A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GEORGETOWN, FINDING PUBLIC CONVENIENCE AND NECESSITY FOR THE LEANDER ROAD / RM 2243 ROADWAY EXPANSION PROJECT; AUTHORIZING EMINENT DOMAIN PROCEEDINGS, IF NECESSARY, FOR THE ACQUISITION OF REAL PROPERTY RIGHTS NECESSARY FOR THE PROJECT; REPEALING CONFLICTING RESOLUTIONS; INCLUDING A SEVERABILITY CLAUSE AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, in order to facilitate the safe and efficient movement of people and goods within Georgetown, Texas, to control the flow of stormwater within its jurisdiction, to preserve the financial investment of the public in its roadway infrastructure, and to protect the safety of the public, the City of Georgetown (the "City") hereby finds that public convenience and necessity requires the acquisition of fee simple interest to, or any lesser real property interest in, all or a portion of the following properties (collectively, the "Property") for the purposes of laying out, opening, constructing, reconstructing, maintaining, widening, extending, and operating Leander Road / RM 2243, from Norwood Drive to the Southwest Bypass, in Williamson County, Texas, including any drainage improvements necessary therefore: Parcel 1. Pt 1, Pt 2, Pt 3 & Pt 4. a combined 0.3141-acre portion of tracts of land owned by A.C. Weir Properties, LTD., as more particularly described in Exhibit "A" attached hereto and incorporated herein by reference. Parcel 2. A 0.5753-acre portion of a tract of land owned by Texas Crushed Stone Company, as more particularly described in Exhibit "A" attached hereto and incorporated herein by reference. Parcel 3. Pt 1, Pt 2 & Pt 3, a 2.5951-acre portion of tracts of land owned by Texas Crushed Stone Company, as more particularly described in Exhibit "A" attached hereto and incorporated herein by reference. Parcel 4. A 0.0490-acre portion of a tract of land owned by KL LB Buy4 LLC, as more particularly described in Exhibit "A" attached hereto and incorporated herein by reference. Parcel 11. A 0.0438-acre portion of a tract of land, as new drainage easement, owned by Timothy Long and D'Andre Long, Trustee of the 4L Revocable Living Trust, as more particularly described in Exhibit "A" attached hereto and incorporated herein by reference. WHEREAS, as provided for in Sections 251.001 and 273.001 of the Texas Local Government Code, the City finds and determines that the Property is necessary or convenient for the purposes of laying out, opening, constructing, reconstructing, maintaining, widening, Resolution Number: O1l3Z(y -(y,C� Subject: PCN; ROW; PRJ 00143, Leander Road / RM 2243 Roadway Expansion Page 1 of 4 Date Approved: ! / extending, and operating the hereinafter described Project in Williamson County, Texas, including roadway improvements, drainage improvements, utility improvements, public utility infrastructure improvements, and/or other public uses and purposes related thereto as permitted by law (hereinafter the "Project"), and it is necessary to acquire fee simple rights in the Property or a portion thereof. The City finds and determines that condemnation of the Property, or a portion thereof, may be required. WHEREAS, in order to effectuate the Project, it will be necessary and convenient that the employees, agents, and/or representatives of the City lay out the Project and acquire the necessary right of way upon, over, under and across the Property for the purpose of construction, reconstruction, operation, and maintenance of roadway and drainage infrastructure improvements, and appurtenances thereto, and for the use of any excavated materials from the Property for use in construction of such infrastructure improvements; WHEREAS, it may be necessary to hire engineers, surveyors, appraisers, attorneys, title companies, architects, or other persons or companies to effect the acquisition of the Property for the Project; WHEREAS, in order to acquire the Property, it will be or has been necessary for the City's employees, agents, and/or representatives, to enter upon the Property for the purposes of surveying and establishing said land titles and to determine adequate compensation for the Property, to conduct tests, and to negotiate with the owners thereof for the purchase of the land titles; and, WHEREAS, it is necessary to set out procedures for the establishment and approval of just compensation for Property to be acquired for the Project; NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF GEORGETOWN: Section 1. The meeting at which this resolution was approved was conducted in compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. Section 2. The facts and recitations contained in the preamble of this resolution are hereby found and declared to be true and correct and are incorporated by reference herein and expressly made a part hereof, as if copied verbatim. Section 3. In order to promote the public health, safety, and welfare, public convenience and necessity requires the acquisition of fee simple title to the Property described hereinabove for the purposes of laying out, opening, constructing, reconstructing, maintaining, widening, extending, and operating the Project in Williamson County, Texas, including roadway and drainage improvements, and/or other public uses and purposes as permitted by law. Section 4. The City's employees, agents, and/or representatives are hereby authorized to: a. Lay out the exact location of the land area needed from the Property; Resolution Number: B 1 l 3 26 - 5, Subject: PCN; ROW; PRJ000143, Lean er Road / RM 2243 Roadway Expansion Page 2 of 4 Date Approved: o(/r3/�6 b. Hire such engineers, surveyors, appraisers, title companies, architects, and other persons or companies needed to effect the laying out of the facilities for the Project, the establishment and acquisition of the required right-of- way, and the construction of permanent infrastructure improvements, and appurtenances thereto; C. Enter upon any property necessary for the purpose of surveying and establishing the title, in order to determine adequate compensation for the rights being acquired, and to conduct tests; d. Negotiate with the owner(s) of any such properties for the purchase thereof; e. Purchase any necessary fee simple rights on, over, under and across the Property, and execute all documents necessary to acquire such Property, all subject to the City Council's express approval of the specific, negotiated terms of the acquisition; f. Initiate eminent domain proceedings against the owner(s), lienholders, and any owners of any other interests in the Property to obtain the necessary title(s) for the Property in the event the owner(s) fail(s) to accept a bona fide offer to purchase the Property; and g. Take whatever further actions are deemed appropriate to economically effect the establishment of the Project and appurtenances thereto. Section 5. All previous acts and proceedings done or initiated by the City's employees, agents, and/or representatives for the establishment of the Project, including the negotiation for and/or acquisition of any necessary property rights in the Property are hereby authorized, ratified, approved, confirmed, and validated. Section 6. The initiation of condemnation proceedings for the Property is adopted and authorized by a single order for the Property, and this first vote by the City applies to all of the Property identified. Section 7. The City Attorney is hereby authorized to proceed to condemnation on the Property, if necessary, and directed to transmit or cause to be transmitted this request of the City to legal counsel to file or cause to be filed against all owners, lienholders, and any owners of any other interests in the Property, proceedings in condemnation to acquire in the name of and on behalf of the City, fee simple title to the Property or such lesser estates or property interests as determined necessary, save and except oil, gas, and sulfur, as provided by law. Section 8. All resolutions that conflict with the provisions of this resolution are hereby repealed, and all other resolutions of the City not in conflict with the provisions of this resolution shall remain in full force and effect. Resolution Number: 01132-G-5,6 Subject: PCN; ROW; PR 00 143, Leander Road / RM 2243 Roadway Expansion Page 3 of 4 Date Approved:_ O! 13 Section 9. If any provision of this resolution, or application thereof, to any person or circumstance, shall be held invalid, such invalidity shall not affect the other provisions, or application thereof, of this resolution, which can be given effect without the invalid provision or application, and to this end the provisions of this resolution are hereby declared to be severable. Section 10. The Mayor is hereby authorized to sign this resolution and the City Secretary to attest. This resolution shall become effective and be in full force and effect immediately in accordance with the provisions of the City Charter of the City of Georgetown. PASSED AND APPROVED on the 13 day of 2026. THE CITY 0 /GEORGETOWN: osh Soroeder, Mayor APPROVED AS TO FORM: Skye kYasson, City Attorney Resolution Number: C Subject: PCN; ROW; PRJ00014 , Leander Road / RM 2243 Roadway Expansion Page 4 of 4 Date Approved: a t / 3 EXHIBIT "A" County: Williamson 06-04-2024 Parcel: 1, Part 1, A.C. Weir Properties, LTD Page 1 of 5 Highway: Leander Rd. (R.M. 2243) EXHIBIT PROPERTY DESCRIPTION DESCRIPTION OF A 0.1680 ACRE (7,320 SQUARE FOOT) PARCEL OF LAND SITUATED IN THE JOSEPH THOMPSON SURVEY, ABSTRACT NO. 608, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT CERTAIN TRACT OF LAND DESCRIBED IN A SPECIAL WARRANTY DEED TO A.C. WEIR PROPERTIES, LTD (CITED 2.986 ACRES BY WILLIAMSON COUNTY APPRAISAL DISTRICT) OF RECORD IN DOCUMENT NO. 2005090431, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, (O.P.R.W.C.T.) AND BEING A REMAINDER PORTION OF THAT CALLED 1,048.20 ACRE (TRACT 1) OF LAND DESCRIBED IN VOLUME 522, PAGE 451, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, (D.R.W.C.T.), SAID 0.1680 ACRE (7,320 SQUARE FOOT) PARCEL OF LAND BEING SURVEYED ON THE GROUND IN JUNE AND JULY 2019, UNDER THE DIRECT SUPERVISION OF M. STEPHEN TRUESDALE, LSLS, RPLS, (NOW RETIRED), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 5/8 inch iron rod w/ aluminum cap stamped "COG ROW" set on the proposed northerly right-of-way (ROW) of Leander Road (R.M. 2243) (variable with ROW) being 127.18 feet left of R.M. 2243 Baseline Station 2481+94.21, (Grid Coordinates determined as N=10,195,036.94, E=3,121,318.06), at its intersection with the existing easterly ROW line of Southwest Bypass (variable with ROW) recorded in Document No's. 2015109482 and 2021134533, O.P.R.W.C.T., same line being the westerly boundary line of said remainder portion of the 1,048.20 acre tract, for the northwest corner and POINT OF BEGINNING of the herein described parcel, from which point a 1/2 inch iron rod with aluminum cap stamped "Diamond" found for angle point in said existing easterly ROW line of Southwest Bypass bears N 75°29'34" W, with said existing easterly ROW line of Southwest Bypass, a distance of 55.09 feet; 1) THENCE, N 59°34'08" E, departing the existing easterly ROW line of said Southwest Bypass, with said proposed northerly ROW line of Leander Road (R.M. 2243), over and across said remainder portion of the 1,048.20 acre tract, a distance of 370.20 feet to a 5/8 inch iron rod w/ aluminum cap stamped "COG ROW" set being 114.72 feet left of R.M. 2243 Baseline Station 2485+71.29, on the westerly boundary line of that called 0.774 acre tract of land described in a Special Warranty Deed to A.C. Weir Properties, LTD recorded in Document No. 2023048609, of the O.P.R.W.C.T., for the beginning of a non -tangent curve to the right and the northeasterly corner of the herein described parcel and from which point a 1/2 inch capped iron rod stamped "Terra Firma" found on said westerly boundary line of the 0.774 acre tract bears along a curve to the left, having a radius of 25.00 feet, a delta angle of 05'15'37", an arc length of 2.30 feet, and a chord which bears N 23°25'16" W, a distance of 2.29 feet; 2) THENCE, departing said proposed northerly ROW line of Leander Road (R.M. 2243), with said curve, having a radius of 25.00 feet, a delta angle of 80°19'11", an arc length of 35.05 feet, and a chord which bears S 19°22'08" W, a distance of 32.25 feet, to a calculated point of non -tangency, on the existing northerly ROW line of Leander Road (R.M. 2243) (variable width ROW) same point being the southernmost southwest corner of said 0.774 acre tract, for the southeasterly corner of the herein described parcel; 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 TBPELS Firm No. 10059100 INLAND GEQQ�LCS 512-238-1200 office �` County: Williamson Parcel: 1, Part 1, A.C. Weir Properties, LTD Highway: Leander Rd. (R.M. 2243) 06-04-2024 Page 2 of 5 3) THENCE, S 59°36'53" W, with said existing northerly ROW line of Leander Road (R.M. 2243), a distance of 324.97 feet, to a 1/2 inch iron rod with aluminum cap stamped "Diamond" found, at the intersection of said Southwest Bypass, for the southwesterly corner of the herein described parcel; 4) THENCE, N 75°29'34" W, departing said existing northerly ROW line of Leander Road (R.M. 2243), with said existing easterly ROW line of Southwest Bypass, a distance of 29.10 feet, to the POINT OF BEGINNING, containing 0.1680 acre (7,320 square feet) of land, more or less, within these metes and bounds. Bearings are based on the Texas Coordinate System of 1983, Central Zone NAD83 (2011). Coordinates shown hereon are grid values represented in U.S. Survey Feet. All distances shown hereon are surface values represented in U.S. Survey Feet based on a grid -to -surface Combined Adjustment Factor of 1.00014. This property description is accompanied by a separate parcel plat. The use of the word certify or certification on this document only constitutes an expression of professional opinion regarding those facts or findings which are the subject of the certification, and does not constitute a warranty or guarantee, either expressed or implied. I, Miguel A. Escobar, a Registered Professional Land Surveyor, do hereby certify that the above description and the accompanying sketch is true and correct to the best of my knowledge and belief and the property described herein was determined by a survey made on the ground between months of June & July, 2019, under the direct supervision of M. Stephen Truesdale, LSLS, RPLS No. 4933 (now retired). WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. Inland Geodetics Miguel A. Escobar, L.S.L.S., R.P.L.S. Texas Reg. No. 5630 1504 Chisholm Trail Rd #103 Round Rock, Tx 78681 TBPELS Firm No. 10059100 Project No: AFE-002 GSTF W, UZ ANGEL ESCOBAR . 06/13/2024 •, 5630 P I lyyo �SURXJ S:\AGUIRRE-FIELDS\FM 2243\5-Descriptions-Reports\PARCEL 1-PART 1-AC-WEIR-PROPERTIES-LTD.docx 1504 Chisholm Trail Rd #103 FT----, Round Rock, TX 78681 TBPELS Firm No. 10059100 INLAND GEODETIC 512-238-1200 office v ` � C.Ar1IDI I PLAT TO ACCOMPANY PARCEL DESCRIPTION NUMBER RADIUS DELTA LENGTH CHORD BEARING CHORD Cl 25.00' 80' 19' 1 1 " 35.05' S 19'22'08"W 32.25' C2 25.00' 88'44'59" 37.42' S16'42'02"W 34.02' C3 25.00' 05'15'37" 2.30' N23'25'16"W 2.29' NO. DIRECTION DISTANCE L1 N75'29'34"W 55.09' L2 N75'29'34"W 29.10' 1-3 N75'28'43"W 84.19' JUR\I �'l JOSF��I-f'r�ONI�� r A Bs7V RACr 60 8 50' 0' 50' 100, SCALE 1" = 100' LAMY 2243, LTD. "TERRA FIRMA` REMAINDER OF 68.080 ACRES DOC. 2013028282 0. P. R. r 'TERRA FIRMA" _ •"TERRA p ..TERRA FIRMA" "TERRA FIRMA" FIRMA" 10 Op (CITED WCAD 2.986 ACRES) ^I A.C. WEIR In A.C.AWEIR PROPERTIES, LTD L0 PROPERTIES, LTD 10 rn to z NM c\, DOC. NO. 2005090431 O.P.R.In ' 0.774 ACRE NO. 20230486 l/1 00 un 3 w A PORTION OF THE REMAINDER OF Go N IDOC. 0. P. R. Q (D o 1,048.20 ACRES ( TRACT 1) �; ww0- 0 DESCRIBED IN 3I m F , Ln c� (D o VOL. 522, PG. 451 0 a o w o z . °0 D. R. a Ln cacnN N 50' WIDE TEMPORARY LIJ� w!) O x m 15' WIDE UTILITY CONSTRUCT'ON oOl ( 3` O O 'O Z w � EASEMENT EASEMENT DOC. NO. 199968544 DOC, NO. 499968545 N ZI I z 0. P. R. ACTUAL 10,9968545 P.O.B. ,6 PART 1 O.P.R. O U 0 0 Oo STA. *94.21 (EXPIRED) --- I Q 127.18' LT O STA. 2485*71.29 I GRID COORDINATES: 114.72' LT 0.1680 AC. _N=10,195,036.94 � 320�0— FT.-- - _I "A" �� E=3, 1 21 , 318. 06 ' SEE DETAIL _ _ N5903WO6"E 370.20' "TERRA FIRMA" TERRAIFIRMA" •_ �� PROPOSED R O.W EXISTING R.O.W _ S59036'53"W 324.97' LEANDER RD. R. M. 2243 DETAIL "A' (VARIABLE WIDTH ROW) N.T.S. EXISTING R 0 W -"'-' PORTION OF { - - — REMAINDER OF I — - — - — - — R.M. 2243 BASELINE 2485.00 1,048.20 AC. N z r-- 3 In 3 0O 0 Q 0 Ln d3 ww0, m0 C,-uLo Z o OQ-QI- _ U) N; 0Lr)N0Ld X w W � m L, Ln 0 C) 'Z F- `> >- Ln Z:)V ~vU O u o l,-� INLAND GEODETIGS sC�9urr�yors n,..r 1504 CHISHOLM TRAIL RD., #103 ROUND ROCK, TX 78681 512-238-1200 TE STA. 2485.71.29 FIRMAQ 1 14. 72' LT V R O W. PA5 1 PROJECT NO.: AFE-002 PARCEL PLAT SHOWING PROPERTY OF A. C. WEIR PROPERTIES, LTD SCALE PROJECT COUNTY 1" = 100' LEANDER RD/R.M. 2243 WILLIAMSON 0. 774 AC. 06/05/2024 PARCEL 1 PART 1 0.1680 ACRES 7.320 Sq, Ft. PAGE 3 OF 5 PLAT TO ACCOMPANY PARCEL DESCRIPTION NOTES: 1) BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM OF 1983, CENTRAL ZONE NAD 83 (2011). COORDINATES SHOWN HEREON ARE GRID VALUES REPRESENTED IN U.S. SURVEY FEET. ALL DISTANCES SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S. SURVEY FEET BASED ON A GRID -TO -SURFACE COMBINED ADJUSTMENT FACTOR OF 1,00014. 2) THE SYMBOLS REFLECTED IN THE LEGEND AND ON THIS SURVEY MAY HAVE BEEN ENLARGED FOR CLARITY. THE SYMBOLS HAVE BEEN PLOTTED AT THE CENTER OF THE FIELD LOCATION AND MAY NOT REPRESENT THE ACTUAL SIZE OR SHAPE OF THE FEATURE, 3) UTILITY INFORMATION SHOWN HEREON CONSTITUTES FIELD RECOVERY OF OBSERVED EVIDENCE OF UTILITIES, LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES, SUCH AS ELECTRICAL, TELEPHONE, CABLE TV AND PIPELINES, MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. FOR INFORMATION REGARDING BURIED UTILITIES/STRUCTURES OR BEFORE ANY EXCAVATION IS BEGUN, CONTACT THE APPROPRIATE AGENCIES FOR VERIFICATION OF UTILITY TYPE AND FOR FIELD LOCATION. 4) THE USE OF THE WORD CERTIFY OR CERTIFICATION ON THIS DOCUMENT ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. 5) THE FOREGOING MAP AND SURVEY ON WHICH IT IS BASED IS ACCOMPANIED BY AND A PART OF SEPARATE METES AND BOUND DESCRIPTION OF THE SUBJECT TRACT. 6) REFERENCE IS HEREBY MADE TO THAT CERTAIN TITLE COMMITMENT (THE "TITLE COMMITMENT") ISSUED BY TEXAN TITLE INSURANCE COMPANY, UNDER GF NO. GT2402550 EFFECTIVE 02/29/2024. ISSUED 03/07/2024 THE EASEMENTS AND RESTRICTIONS LISTED ON SCHEDULE B OF THE TITLE COMMITMENT WERE REVIEWED BY THE SURVEYOR AND ARE SHOWN HEREON. SURVEYOR HAS RELIED UPON THE TITLE COMMITMENT AND MADE NO INDEPENDENT INQUIRY AS TO EASEMENTS AND RESTRICTIONS AFFECTING THE PROPERTY, OTHER THAN VISIBLE AND APPARENT EASEMENTS NOTED BY SURVEYOR DURING THE PREPARATION OF THE SURVEY AND REFLECTED HEREON. SCHEDULE B: IOD. TERMS, PROVISIONS, STIPULATIONS OF AGREEMENT DATED JANUARY 18, 1973, EXECUTED BY AND BETWEEN A. C. WEIR ET AL AND SOUTHWEST MATERIALS, INC., RECORDED IN VOLUME 562, PAGE 267, DEED RECORDS, WILLIAMSON COUNTY,TEXAS, NOT A SURVEY MATTER. IOb. EASEMENT DATED MARCH 19, 1979, EXECUTED BY A. C. WEIR TO GENERAL TELEPHONE COMPANY OF THE SOUTHWEST, RECORDED IN VOLUME 750, PAGE 722. DEED RECORDS, WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT. 10c. EASEMENT AND RIGHT OF WAY DATED JULY 12, 1996, EXECUTED BY MICHAEL ROSS WEIR TO GTE SOUTHWEST INCORPORATED, RECORDED UNDER DOCUMENT NO. 9643569, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT. IOd. PERMANENT UTILITY EASEMENT DATED SEPTEMBER 29, 1999, EXECUTED BY MICHAEL R. WEIR TO THE CITY OF GEORGETOWN, RECORDED UNDER DOCUMENT NO. 199966544, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AS SHOWN. IOe. TEMPORARY CONSTRUCTION EASEMENT DATED SEPTEMBER 29, 1999, EXECUTED BY MICHAEL R. WEIR TO THE CITY OF GEORGETOWN. RECORDED UNDER DOCUMENT NO. 499966545. OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AS SHOWN (199968545 TYPO) IOf. EASEMENT AND RIGHT OF WAY DATED AUGUST, 1984, EXECUTED BY A. C. WEIR RANCH PARTNERSHIP TO GENERAL TELEPHONE COMPANY OF THE SOUTHWEST, RECORDED IN VOLUME 1062, PAGE 572, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT. IOg. TERMS, PROVISIONS AND STIPULATIONS OF BOUNDARY LINE AGREEMENT DATED MARCH 29, 1985, EXECUTED BY AND BETWEEN A. C. WEIR RANCH, A TEXAS GENERAL PARTNERSHIP AND WEST LYNN CORPORATION, RECORDED IN VOLUME 1161, PAGE 98. OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, SUBJECT TO, Oh. TERMS, PROVISIONS AND STIPULATIONS OF MEMORANDUM OF LEASE DATED MAY 17, 2000, EXECUTED BY AND BETWEEN H. A. C. WEIR RANCH, LTD, AND TEXAS CELLULAR TELEPHONE COMPANY, L.P., RECORDED UNDER DOCUMENT NO. 20000036427, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AND AS AMENDED BY MEMORANDUM OF FIRST AMENDMENT TO LEASE DATED JUNE 22, 2017, RECORDED UNDER DOCUMENT NO. 2017063058, OFFICIAL RECORDS,WILLIAMSON COUNTY, TEXAS, AS SHOWN (2000036427 TYPO), IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY. IOi. TERMS, PROVISIONS AND STIPULATIONS OF MEMORANDUM OF LEASE DATED JANUARY 8, 2003, EXECUTED BY AND BETWEEN A. C. WEIR RANCH, LTD. AND AUSTIN ASPHALT, LP, RECORDED UNDER DOCUMENT NO. 2003002422, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, NOT A SURVEY MATTER. 06/05/2024 r--� INLAND S GEQMK L n�3l/yora nury ll 1 504 CH15HOLM TRAIL RD., #103 ROUND ROCK, TX 78681 512-238-1200 1= A I -I 1 13 1 1 PLAT TO ACCOMPANY PARCEL DESCRIPTION LEGEND O TYPE II CONCRETE MON FOUND R PROPERTY LINE COTTON GIN SPINDLE FOUND > RECORD INFORMATION ❑ /z" IRON ROD W/ ALUMINUM CAP LINE BREAK STAMPED "DIAMOND" FOUND N DENOTES COMMON OWNERSHIP P.O.B. POINT OF BEGINNING ® 40D IN FENCE BASE N. T. S. NOT TO SCALE • 1/2" IRON ROD FOUND UNLESS NOTED D.R. DEED RECORDS O /p" IRON ROD FOUND W/PLASTIC CAP WILLIAMSON COUNTY, TEXAS O.R. OFFICIAL RECORDS IL CALCULATED POINT WILLIAMSON COUNTY, TEXAS p 5/8" IRON ROD W/ ALUMINUM CAP O.P.R. OFFICIAL PUBLIC RECORDS STAMPED "COG ROW" SET WILLIAMSON COUNTY, TEXAS (UNLESS NOTED OTHERWISE) P.R. PLAT RECORDS WILLIAMSON COUNTY, TEXAS TYPE I CONCRETE MON FOUND WCAD WILLIAMSON COUNTY APPRAISAL DISTRICT SCHEDULE B: 10). TERMS, PROVISIONS AND STIPULATIONS OF 20' UTILITY ACCESS EASEMENT AGREEMENT DATED SEPTEMBER 4, 2008, EXECUTED BY AND BETWEEN AC WEIR PROPERTIES, LTD. AND THE CITY OF GEORGETOWN, RECORDED UNDER DOCUMENT NO. 2008085852, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY. IOk. WASTEWATER EASEMENT DATED JUNE 5, 2007, EXECUTED BY AC WEIR PROPERTIES, LTD. TO THE CITY OF GEORGETOWN, K. RECORDED UNDER DOCUMENT NO. 2007048915, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY. 101. TEMPORARY ACCESS AND CONSTRUCTION EASEMENT AGREEMENT DATED JUNE 7, 2017, EXECUTED BY AND BETWEEN A.C. WEIR PROPERTIES, LTD. AND WO LAREDO, LTD., RECORDED UNDER DOCUMENT NO. 2007048916, OFFICIAL RECORD S,WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT, IOm. TERMS, PROVISIONS AND STIPULATIONS OF POSSESSION AND USE AGREEMENT FOR TRANSPORTATION PURPOSES DATED NOVEMBER 9. 2015, EXECUTED BETWEEN THE CITY OF GEORGETOWN AND A.C. WEIR PROPERTIES, LTD., RECORDED UNDER DOCUMENT NO. 2015109482, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AS SHOWN. IOn. TERMS, PROVISIONS AND STIPULATIONS OF AGREED FINAL JUDGMENT FILED JANUARY 25, 2021 STYLED THE CITY OF GEORGETOWN. TEXAS VS A.C. WEIR PROPERTIES, LTD. ET AL, CAUSE NO. 15-1180-CC4, RECORDED UNDER DOCUMENT NO. 2021134533, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AS SHOWN, INLAND GEODETICSS 06/13/2024 MIGUEL A. ESCOBAR, L. S. L. S. , R. P. L. S. TEXAS REG. NO. 5630 1504 CHISHOLM TRAIL RD. 4103 ROUND ROCK, TX 78681 TBPELS FIRM NO. 10059100 nI.-f 1504 CHISHOLM TRAIL RD., #103 ROUND ROCK, TX 78681 512-238-1200 FIRM REG NO. 100591-00 ,'pEiy-P ..............:.. MIGUEL ANGEL ESC08AR ..............V V. 5630 , PROJECT NO: AFE-002 PARCEL PLAT SHOWING PROPERTY OF A. C. WEIR PROPERTIES, LTD SCALE PROJECT COUNTY 1 " = 100' LEANDER RD/R.M. 2243 WILLIAMSON 06/05/2024 PARCEL 1 PART 1 0.1680 ACRES 7,320 Sq. Ft. PAGE 5 OF 5 County: Williamson Parcel: 1, Part 2, A.C. Weir Properties, LTD Highway: Leander Rd. (R.M. 2243) EXHIBIT PROPERTY DESCRIPTION 06-04-2024 Page 1 of 5 DESCRIPTION OF A 0.0954 ACRE (4,158 SQUARE FOOT) PARCEL OF LAND SITUATED IN THE JOSEPH THOMPSON SURVEY, ABSTRACT NO. 608, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT CERTAIN TRACT OF LAND DESCRIBED IN A SPECIAL WARRANTY DEED TO A.C. WEIR PROPERTIES, LTD (CITED 4.759 ACRES BY WILLIAMSON COUNTY APPRAISAL DISTRICT) OF RECORD IN DOCUMENT NO. 2005090431, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, (O.P.R.W.C.T.) AND BEING A REMAINDER PORTION OF THAT CALLED 1,048.20 ACRE (TRACT 1) OF LAND DESCRIBED IN VOLUME 522, PAGE 451, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, (D.R.W.C.T.), SAID 0.0954 ACRE (4,158 SQUARE FOOT) PARCEL OF LAND BEING SURVEYED ON THE GROUND IN JUNE AND JULY 2019, UNDER THE DIRECT SUPERVISION OF M. STEPHEN TRUESDALE, LSLS, RPLS, (NOW RETIRED) AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 5/8 inch iron rod w/ aluminum cap stamped "COG ROW" set on the proposed northerly right-of-way (ROW) of Leander Road (R.M. 2243) (variable width ROW), being 79.33 feet left of R.M. 2243 Baseline Station 2489+81.10, (Grid Coordinates determined as N=10,195,431.72, E=3,121,990.09), being in the easterly boundary line of said remainder portion of the 1,048.20 acre tract, and the southwesterly corner of Lot 1, Block "G", RESUBDIVISION OF RIVERVIEW ESTATES recorded in Cabinet K, Slides 51-53, of the Plat Records of Williamson County, Texas, (P.R.W.C.T.), same point being the northwesterly corner of that 20' ROW dedication per plat, for the northeast corner and POINT OF BEGINNING of the herein described parcel, from which point a 1/2 inch iron rod found bears along the common boundary line of said Lot 1 and said remainder portion of the 1,048.20 acre tract N 18°02'13" W, a distance of 181.86 feet; 1) THENCE, S 18°02'13" E, with the westerly boundary line of said 20 foot wide road dedication, same line being easterly boundary line of said remainder portion of the 1048.20 acre tract, at a distance of 0.62 feet pass a 1/2 inch iron rod found and continuing for a total distance of 20.49 feet to a calculated point, being the southwesterly corner of said 20 foot wide road dedication, for the southeasterly corner of the herein described parcel; 2) THENCE, with the existing northerly ROW line of said Leander Road (R.M. 2243) (variable width ROW), and the southerly boundary line of said remainder portion of the 1,048.20 acre tract, S 59°23'55" W, a distance of 186.83 feet to a calculated point of curvature at the beginning of a curve to the right, being the southwesterly corner of said remainder portion of the 1,048.20 acre tract, and the southeast corner of that called 1.248 acre tract of land described in a Special Warranty Deed to LAMY 2243, LTD recorded in Document No. 2023048610, of the O.P.R.W.C.T., for the southwest corner of the herein described parcel from which a broken cotton gin spindle found being the southwesterly corner of said 1.248 acre tract, bears S 59°23'55" W, a distance of 127.33 feet; 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 TBPELS Firm No. 10059100 INLAND GEODETICS 512-238-1200 office v� County: Williamson 06-04-2024 Parcel: 1, Part 2, A.C. Weir Properties, LTD Page 2 of 5 Highway: Leander Rd. (R.M. 2243) 3) THENCE, departing said existing northerly ROW line of Leander Road (R.M. 2243), with said boundary line of said remainder portion of the 1,048.20 acre tract of land, and the easterly boundary line of said 1.248 acre tract, with said curve to the right, having a radius of 25.00 feet, a delta angle of 73°24'11", an arc length of 32.03 feet, and a chord which bears N 76056'55" W, a distance of 29.88 feet to a 5/8 inch iron rod w/ aluminum cap stamped "COG ROW" set on said proposed northerly ROW line of Leander Road (R.M. 2243), being 99.40 feet left of R.M. 2243 Baseline Station 2487+70.40, for northwest corner of the herein described tract; 4) THENCE, N 59°34'08" E, with said proposed northerly ROW line of Leander Road (R.M. 2243), over and across said remainder portion of the 1,048.20 acre tract, a distance of 212.91 feet to the POINT OF BEGINNING, containing 0.0954 acre (4,158 square feet) of land, more or less, within these metes and bounds. Bearings are based on the Texas Coordinate System of 1983, Central Zone NAD83 (2011). Coordinates shown hereon are grid values represented in U.S. Survey Feet. All distances shown hereon are surface values represented in U.S. Survey Feet based on a grid -to -surface Combined Adjustment Factor of 1.00014. This property description is accompanied by a separate parcel plat. The use of the word certify or certification on this document only constitutes an expression of professional opinion regarding those facts or findings which are the subject of the certification, and does not constitute a warranty or guarantee, either expressed or implied. I, Miguel A. Escobar, a Registered Professional Land Surveyor, do hereby certify that the above description and the accompanying sketch is true and correct to the best of my knowledge and belief and the property described herein was determined by a survey made on the ground between months of June & July, 2019, under the direct supervision of M. Stephen Truesdale, LSLS, RPLS No. 4933 (now retired). WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. Inland Geodetics Miguel A. Escobar, L.S.L.S., R.P.L.S. Texas Reg. No. 5630 1504 Chisholm Trail Rd #103 Round Rock, Tx 78681 TBPELS Firm No. 10059100 Project No: AFE-002 OFE�� .... EL ANGEL ESC.... ..................... 06/13/2024 '. 5630 lq�4 •SUR\J�Vlj S:\AGUIRRE-FIELDS\FM 2243\5-Descriptions-Reports\PARCEL 1-PART 2-AC-WEIR-PROPERTIES-LTD.doa 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 TBPELS Firm No. 10059100 512-239-1200 office PLAT TO ACCOMPANY PARCEL DESCRIPTION "TERRA FIRMA" NUMBER RADIUS DELTA LENGTH CHORD BEARING CHORD Cl 25.00' 73'24' 1 1 " 32.03' N76'56'55"W 29.88' (Cl) 25.00' 89.58'44" 39.26' S75'28' 1 1 "E) 35.35' NO. DIRECTION DISTANCE L1 S18'02'13"E 20.49' 1-1 Sl8'06'15"E 20.48' L2 S59'23'55"W 186.83' L3 S59'23'55"W 127.33' L3 S59'32'27"W 130.45: L4 N59'34'08"E 212.91 SCALE 1" 100' DETAIL "A" N. T. S. REMAINDER P.O.B. / PORTION LOT I STA. 2489.81.10 OF 1,048.20 AC. � 79. 33' LT GRID COORDINATES: N=10,195,431.72 L3 E=3, 1 21 , 990. 09 51JR��`( XISTING R W R.O.W. 30S--roomFSo603 0 62' ABSrRA "TERRA FIRMA" • PART 2 20' R 0 W BOU16), AGREEMENT ODEDICATION VOL.oL. 1161, PG. 98 �? J PER PLAT D. R./w. "TERRA FIRMA" k W "TERRA FIRMA" (CITED WCAD 4.759 ACRES) ' — 'TERRA FIRMA" I � DOA.C. WEIR PROPERTIES, LTD 10' WIDE UTILITY C. NO. 2005090431, O.P.R. EASEMENT REMAINDER PORTION OF DOC. NO. 2000036427 -T I I 1 , 048. 20 ACRES ( TRACT 1) 0. P. R. 1 DESCRIBED IN r a VOL. 522, PG. 451j I N I D. R. LOT 1' LOT 3 Io BLOCK G l a l I ACRE o � 3 ACCESSEASEME,NT U DOC. NO. 2000036427 O.P.R. I LAMY 2243, LTD L I PART 2 LOT 2 ' 50WIDE TEMPORARY 1.248 ACRES �" �o DOC. NO. 2023048610 U CONSTRUCTEASEMENTON 5' WIDE UTILITY 0. P. R. I I DOC. NO. 499968545 ACTUAL 199968545 0.0954 AC. EASEMENT 0, P. R. 4,158 SO. FT. cD RESUBO I V 1 S I ON OF DOC. NO' 199968544 (EXPIRED) I 2 °p RIVERVIEW ESTATES O. P. R. P p 13 Z CAB. K, SLDS. 51 -53 I I STA. 2487.70.40 _ P. R. - - - - -- - - - 99.40' LT "T_ I SEE DETAI� "A" 'TERRA FIR�A%n r PR P S R O w. L4 EXISTING ` R O.W. 20ROW DEDICATION EXISTING R 0 W L2 PER PLAT ;e — L EXISTING BROKEN d d o LEANDER RD. R.M. 2243 43 BASELINE (VARIABLE WIDTH ROW) R. M. 22 �, EXISTING R.O.W. T- 24 BS • 00 '---� PROJECT NO.:AFE-002 06/04/2024 PARCEL PLAT SHOWING PROPERTY OF NUND GODDe a 5 PARCEL 1 •°„5 u r v 0 V 0 r s A.C. WEIR PROPERTIES, LTD PART 2 0.0954 ACRE SCALE PROJECT COUNTY 1504 CHISHOLM TRAIL RD.,#103 4,158 Sq. FI. ROUND ROCK, TX 78691 512-239-1200 1 " = 100' LEAN DER RD/R.M. 2243 WI LLIAMSON PAGE 3 OF 5 FIRM REG. NO. 100591-00 PLAT TO ACCOMPANY PARCEL (DESCRIPTION NOTES: 1) BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM OF 1983, CENTRAL ZONE NAD 83 (2011). COORDINATES SHOWN HEREON ARE GRID VALUES REPRESENTED IN U.S. SURVEY FEET, ALL DISTANCES SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S, SURVEY FEET BASED ON A GRID -TO -SURFACE COMBINED ADJUSTMENT FACTOR OF 1.00014. 2) THE SYMBOLS REFLECTED IN THE LEGEND AND ON THIS SURVEY MAY HAVE BEEN ENLARGED FOR CLARITY, THE SYMBOLS HAVE BEEN PLOTTED AT THE CENTER OF THE FIELD LOCATION AND MAY NOT REPRESENT THE ACTUAL SIZE OR SHAPE OF THE FEATURE. 3) UTILITY INFORMATION SHOWN HEREON CONSTITUTES FIELD RECOVERY OF OBSERVED EVIDENCE OF UTILITIES, LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES, SUCH AS ELECTRICAL, TELEPHONE, CABLE TV AND PIPELINES, MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. FOR INFORMATION REGARDING BURIED UTILITIES/STRUCTURES OR BEFORE ANY EXCAVATION IS BEGUN, CONTACT THE APPROPRIATE AGENCIES FOR VERIFICATION OF UTILITY TYPE AND FOR FIELD LOCATION. 4) THE USE OF THE WORD CERTIFY OR CERTIFICATION ON THIS DOCUMENT ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. 5) THE FOREGOING MAP AND SURVEY ON WHICH IT IS BASED IS ACCOMPANIED BY AND A PART OF SEPARATE METES AND BOUND DESCRIPTION OF THE SUBJECT TRACT. 6) REFERENCE IS HEREBY MADE TO THAT CERTAIN TITLE COMMITMENT (THE "TITLE COMMITMENT") ISSUED BY TEXAN TITLE INSURANCE COMPANY, UNDER GF NO. GT2402550 EFFECTIVE 02/29/2024, ISSUED 03/07/2024. THE EASEMENTS AND RESTRICTIONS LISTED ON SCHEDULE B OF THE TITLE COMMITMENT WERE REVIEWED BY THE SURVEYOR AND ARE SHOWN HEREON. SURVEYOR HAS RELIED UPON THE TITLE COMMITMENT AND MADE NO INDEPENDENT INQUIRY AS TO EASEMENTS AND RESTRICTIONS AFFECTING THE PROPERTY, OTHER THAN VISIBLE AND APPARENT EASEMENTS NOTED BY SURVEYOR DURING THE PREPARATION OF THE SURVEY AND REFLECTED HEREON. SCHEDULE B: IOD. TERMS, PROVISIONS, STIPULATIONS OF AGREEMENT DATED JANUARY 18, 1973, EXECUTED BY AND BETWEEN A. C. WEIR ET AL AND SOUTHWEST MATERIALS, INC., RECORDED IN VOLUME 562. PAGE 267, DEED RECORDS, WILLIAMSON COUNTY,TEXAS, NOT A SURVEY MATTER, IOb, EASEMENT DATED MARCH 19, 1979, EXECUTED BY A. C. WEIR TO GENERAL TELEPHONE COMPANY OF THE SOUTHWEST, RECORDED IN VOLUME 750, PAGE 722. DEED RECORDS, WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT. IOc, EASEMENT AND RIGHT OF WAY DATED JULY 12. 1996, EXECUTED BY MICHAEL ROSS WEIR TO GTE SOUTHWEST INCORPORATED, RECORDED UNDER DOCUMENT NO. 9643569, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT, IOd. PERMANENT UTILITY EASEMENT DATED SEPTEMBER 29, 1999, EXECUTED BY MICHAEL R. WEIR TO THE CITY OF GEORGETOWN, RECORDED UNDER DOCUMENT NO. 199968544, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AS SHOWN. IOe. TEMPORARY CONSTRUCTION EASEMENT DATED SEPTEMBER 29, 1999. EXECUTED BY MICHAEL R. WEIR TO THE CITY OF GEORGETOWN. RECORDED UNDER DOCUMENT NO. 499968545, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AS SHOWN (199968545 TYPO). Of. EASEMENT AND RIGHT OF WAY DATED AUGUST, 1964, EXECUTED BY A. C. WEIR RANCH PARTNERSHIP TO GENERAL.TELEPHONE COMPANY OF THE SOUTHWEST, RECORDED IN VOLUME 1062, PAGE 572. OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT_ IOg. TERMS, PROVISIONS AND STIPULATIONS OF BOUNDARY LINE AGREEMENT DATED MARCH 29, 1985, EXECUTED BY AND BETWEEN A. C. WEIR RANCH, A TEXAS GENERAL PARTNERSHIP AND WEST LYNN CORPORATION, RECORDED IN VOLUME 1161, PAGE 98, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, SUBJECT TO. IOh. TERMS, PROVISIONS AND STIPULATIONS OF MEMORANDUM OF LEASE DATED MAY 17, 2000, EXECUTED BY AND BETWEEN H. A. C. WEIR RANCH, LTD. AND TEXAS CELLULAR TELEPHONE COMPANY, L,P., RECORDED UNDER DOCUMENT NO. 20000036427. OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AND AS AMENDED BY MEMORANDUM OF FIRST AMENDMENT TO LEASE DATED JUNE 22, 2017, RECORDED UNDER DOCUMENT NO. 2017063056, OFFICIAL RECORDS,WILLIAMSON COUNTY, TEXAS, AS SHOWN (2000036427 TYPO), AS SHOWN. IOi, TERMS, PROVISIONS AND STIPULATIONS OF MEMORANDUM OF LEASE DATED JANUARY B. 2003, EXECUTED BY AND BETWEEN A. C. WEIR RANCH, LTD. AND AUSTIN ASPHALT, LP, RECORDED UNDER DOCUMENT NO. 2003002422, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, NOT A SURVEY MATTER. PROJECT NO.:AFE-002 06/04/2024 Fl,n PARCEL PLAT SHOWING PROPERTY OF •• urvayors A.C. WEIR PROPERTIES, LTD PARCEL 1 � / PART 2 V 0.0954 ACRE 1504 CHISHOLM TRAIL RD.,#103 SCALE PROJECT COUNTY 4,15E Sq. Fi. ROUND ROCK, TX 78681 512-238-1200 1 r' = 100' LEANDER RD/R.M. 2243 WILLIAMSON PAGE 4 OF 5 FIRM REG. NO. 100591-00 I i) PLAT TO ACCOMPANY PARCEL DESCRIPTION LEGEND I!] TYPE II CONCRETE MON FOUND Q COTTON GIN SPINDLE FOUND ❑ /z" IRON ROD W/ ALUMINUM CAP STAMPED "DIAMOND" FOUND ® 40D IN FENCE BASE • /2" IRON ROD FOUND UNLESS NOTED O /z" IRON ROD FOUND W/PLASTIC CAP IL CALCULATED POINT 0 5/8" IRON ROD W/ ALUMINUM CAP STAMPED "COG ROW" SET (UNLESS NOTED OTHERWISE) TYPE I CONCRETE MON FOUND R PROPERTY LINE ( L ) RECORD INFORMATION -r- LINE BREAK ICI DENOTES COMMON OWNERSHIP P.O.B. POINT OF BEGINNING N.T.S. NOT TO SCALE D. R. DEED RECORDS WILLIAMSON COUNTY, TEXAS 0. R. OFFICIAL RECORDS WILLIAMSON COUNTY, TEXAS O.P.R. OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS P.R. PLAT RECORDS WILLIAMSON COUNTY, TEXAS WCAD WILLIAMSON COUNTY APPRAISAL DISTRICT SCHEDULE B: 10). TERMS, PROVISIONS AND STIPULATIONS OF 20' UTILITY ACCESS EASEMENT AGREEMENT DATED SEPTEMBER 4, 2006, EXECUTED BY AND BETWEEN AC WEIR PROPERTIES, LTD. AND THE CITY OF GEORGETOWN. RECORDED UNDER DOCUMENT NO. 2008085852, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY, IOk. WASTEWATER EASEMENT DATED JUNE 5, 2007. EXECUTED BY AC WEIR PROPERTIES, LTD, TO THE CITY OF GEORGETOWN, K. RECORDED UNDER DOCUMENT NO. 2007048915, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY, 101. TEMPORARY ACCESS AND CONSTRUCTION EASEMENT AGREEMENT DATED JUNE 7, 2017, EXECUTED BY AND BETWEEN A.C. WEIR PROPERTIES, LTD. AND WO LAREDO, LTD„ RECORDED UNDER DOCUMENT NO. 2007046916, OFFICIAL RECORDS,WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT. IOm. TERMS, PROVISIONS AND STIPULATIONS OF POSSESSION AND USE AGREEMENT FOR TRANSPORTATION PURPOSES DATED NOVEMBER 9, 2015, EXECUTED BETWEEN THE CITY OF GEORGETOWN AND A.C. WEIR PROPERTIES, LTD., RECORDED UNDER DOCUMENT NO. 2015109482, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY, IOn. TERMS, PROVISIONS AND STIPULATIONS OF AGREED FINAL JUDGMENT FILED JANUARY 25, 2021 STYLED THE CITY OF GEORGETOWN, TEXAS VS A.C. WEIR PROPERTIES, LTD, ET AL, CAUSE NO. I5-1180-CC4, RECORDED UNDER DOCUMENT NO. 2021134533, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY. INLAND GEODETICS 06/13/2024 MIGUEL A. ESCOBAR, L. S. L. S. , R.P.L. S. TEXAS REG. NO. 5630 1504 CHISHOLM TRAIL RD. #103 ROUND ROCK, TX 78681 TBPELS FIRM NO. 10059100 INLAND GEDDrna . Y f V . y . , n..r 1504 CHISHOLM TRAIL RD., #103 ROUND ROCK, TX 78681 512-238-1200 OFFEiy� MIGUEL AN . .........:.. GEL ESCOBAR ..................... A 5630 �op %046 S 61V* PROJECT NO.: AFE-002 PARCEL PLAT SHOWIN A.C. WEIR PROPERTIES, LTD SCALE PROJECT COUNTY 1 " = 100f LEANDER RD/R.M. 2243 WILLIAMSON 06/04/2024 PARCEL 1 PART 2 0.0954 ACRE 4,158 Sq Ft. PAGE 5 OF 5 County: Williamson 06-04-2024 Parcel: 1, Part 3, A.C. Weir Properties, LTD Page 1 of 5 Highway: Leander Rd. (R.M. 2243) EXHIBIT PROPERTY DESCRIPTION DESCRIPTION OF A 0.0374 ACRE (1,627 SQUARE FOOT) PARCEL OF LAND SITUATED IN THE JOSEPH THOMPSON SURVEY, ABSTRACT NO. 608, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT CERTAIN 0.774 ACRE TRACT OF LAND DESCRIBED IN A SPECIAL WARRANTY DEED TO A.C. WEIR PROPERTIES, LTD OF RECORD IN DOCUMENT NO. 2023048609, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, (O.P.R.W.C.T.) SAID 0.0374 ACRE (1,627 SQUARE FOOT) PARCEL OF LAND BEING SURVEYED ON THE GROUND IN JUNE AND JULY 2019, UNDER THE DIRECT SUPERVISION OF M. STEPHEN TRUESDALE, LSLS, RPLS (NOW RETIRED), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 5/8 inch iron rod w/ aluminum cap stamped "COG ROW" set on the proposed northerly right-of- way (ROW) of Leander Road (R.M. 2243) (variable ROW width), being 110.25 feet left of R.M. 2243 Baseline Station 2486+38.21, (Grid Coordinates determined as N=10,195,257.80, E=3,121,694.03), being the westerly boundary line of that certain remainder portion of that called 1,048.20 acres of land (Tract 1) (cited 0.245 acre by Williamson County Appraisal District) and described in a Special Warranty Deed to A.C. Weir Properties, LTD of record in Document No. 2005090431, O.P.R.W.C.T., and the easterly boundary line of said 0.774 acre tract, for the northeast corner and POINT OF BEGINNING of the herein described parcel at the beginning of a non -tangent curve to the left, from which point a 1/2 inch iron rod with aluminum cap stamped "Terra Firma" found bears with the common boundary line of said remainder portion of the 1,048.20 acre tract and said 0.774 acre tract, along a curve to the right, having a radius of 25.00 feet, a delta angle of 13°38'27", an arc length of 5.95 feet, and a chord which bears N 32°57'07" W, a distance of 5.94 feet; 1) THENCE, departing said proposed northerly R.O.W. line of Leander Road (R.M. 2243), with the common boundary line of said remainder portion of the 1,048.20 acre tract and said 0.774 acre tract, along said curve to the left, having a radius of 25.00 feet, a delta angle of 68°44'35", an arc length of 29.99 feet, and a chord which bears S 74°08'38" E, a distance of 28.23 feet, to a calculated point of non -tangency, being the southeast corner of said 0.774 acre tract, for the southeasterly corner of the herein described parcel at the beginning of a non -tangent curve to the right, from which point a (broken) cotton gin spindle found bears along the southerly boundary line of that called 1.248 acre tract of land described in a Special Warranty Deed to Lamy 2243, LTD recorded in Document No. 2023048610, of the O.P.R.W.C.T., same line being the northerly boundary line of that remainder of 68.080 acre tract of land described in a Special Warranty Deed to Lamy 2243, LTD recorded in Document No. 2013028282, of said O.P.R.W.C.T., along a curve to the left, having a radius of 25.00 feet, a delta angle of 12°20'29", an arc length of 5.38 feet, and a chord which bears N 65°18'51"E, a distance of 5.37 feet; 2) THENCE, with the common boundary line of said remainder of 68.080 acre tract and said 0.774 acre tract, along said curve to the right, having a radius of 25.00 feet, a delta angle of 09°50'01", an arc length of 4.29 feet, and a chord which bears S 52'30'01" W, a distance of 4.29 feet, to a calculated point of non -tangency, on the existing northerly ROW line of Leander Road (R.M. 2243) (variable ROW width); 3) THENCE, S 59°37'57" W, with said existing northerly ROW line of Leander Road (R.M. 2243), and the south boundary line of said 0.774 acre tract, a distance of 105.79 feet, to a calculated point, being the common corner of that certain portion of the remainder of 1,048.20 acres of land (Tract 1) (cited 2.986 acres by Williamson County Appraisal District) and described in a Special Warranty Deed to A.C. Weir Properties, LTD of record in Document No. 2005090431, O.P.R.W.C.T. and said 0.774 acre tract, for the southwesterly corner of the herein described parcel at the beginning of a non -tangent curve to the left; 1504 Chisholm Trail Rd #103 n Round Rock, TX 78681 I TBPELS Firm No 10059100 INLAND GEODETICS 512-238-1200 office L a d S � , , � y o : County: Williamson 06-04-2024 Parcel: 1, Part 3, A.C. Weir Properties, LTD Page 2 of 5 Highway: Leander Rd. (R.M. 2243) 4) THENCE, departing said existing northerly ROW line of Leander Road (R.M. 2243), along said curve to the left, having a radius of 25.00 feet, a delta angle of 80°19'11", an arc length of 35.05 feet, and a chord which bears N 19°22'08" E, a distance of 32.25 feet, to a 5/8 inch iron rod w/ aluminum cap stamped "COG ROW" set, being 114.72 feet left of R.M. 2243 Baseline Station 2485+71.29, on said proposed northerly ROW line of Leander Road (R.M. 2243), for the northwesterly corner of the herein described parcel and from which point a 1/2 inch iron rod with aluminum cap stamped "Terra Firma" found, bears along the common boundary line of said remainder portion of the 1,048.20 acre tract (WCAD 2.986 acres) and said 0.774 acre tract, along a curve to the left, having a radius of 25.00 feet, a delta angle of 05°15'37", an arc length of 2.30 feet, and a chord which bears N 23°25'16" W, a distance of 2.29 feet; 5) THENCE, N 59°34'08" E, with said proposed northerly ROW line of said Leander Road, over and across said 0.774 acre tract, a distance of 65.91 feet, to the POINT OF BEGINNING, containing 0.0374 acre (1,627 square feet) of land, more or less, within these metes and bounds. Bearings are based on the Texas Coordinate System of 1983, Central Zone NAD83 (2011). Coordinates shown hereon are grid values represented in U.S. Survey Feet. All distances shown hereon are surface values represented in U.S. Survey Feet based on a grid -to -surface Combined Adjustment Factor of 1.00014. This property description is accompanied by a separate parcel plat. The use of the word certify or certification on this document only constitutes an expression of professional opinion regarding those facts or findings which are the subject of the certification, and does not constitute a warranty or guarantee, either expressed or implied. I, Miguel A. Escobar, a Registered Professional Land Surveyor, do hereby certify that the above description and the accompanying sketch is true and correct to the best of my knowledge and belief and the property described herein was determined by a survey made on the ground between months of June & July, 2019, under the direct supervision of M. Stephen Truesdale, LSLS, RPLS No. 4933 (now retired). WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. Inland Geodetics Miguel A. Escobar, L.S.L.S., R.P.L.S. Texas Reg. No. 5630 1504 Chisholm Trail Rd #103 Round Rock, Tx 78681 TBPELS Firm No. 10059100 Project No: AFE-002 �P(E `OFT� MIGUEL ANGEL ESCOBAR 06/13/2024 .5630 Ess+, Rl- S:\AGUIRRE-FIELDS\FM 2243\5-Descriptions-Reports\PARCEL 1-PART 3-AC-WEIR-PR0PERTIES-LTD.docx 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 TBPELS Firm No. 10059100 512-238-1200 office 114I ANO GEOM TICS i PLAT TO ACCOMPANY PARCEL DESCRIPTION NUMBER RADIUS DELTA LENGTH CHORD BEARING CHORD Cl 25.00' 13'38'27" 5.95' N32'57'07"W 5.94' C2 25.00' 68'44'35" 29.99' S74'08'38"E 28.23' C3 25.00' 09'50'01 " 4.29' S52'30'01 "W 4.29' C4 25.00' 80' 19' 1 1 " 35.05' N 19'22'08"E 32.25' C5 25.00' 1 5'15'37" 1 2.30' 1 N23'25'16"W 2.29' C6 25.00' 94-14'53" 41.12` S73' 16' 19"E 36.64' C7 25.00' 85-44'59" 37.42' N 16'42'02"E 34.02' C8 25.00' 12'20'29" 5.38' N65' 18'51 "E 5.37' LAMY 2243, LTD. 50' o' 50' 100' REMAINDER OF 68.080 ACRES 'TERRA FIRMA" � SCALE I" = 100' DOC. -NO. 0. P.R.O3022 - I I U r L ( )� JI %�� r \( - - "TERRA FIRMA" I J J jf 1 rl "T�Iompso r ��Bsi i'� �0� "TERRA FIRMA" --{� I I I 3 (CITED WCAD 0 245 ACRE) NO. DIRECTION DISTANCE L1 S59'37'57"W 105.79' 1-1 S59'32'27"W 105.79' 12 N59'34'08"E 65.91' ril I I A.C. WEIR PROPERTIES, LTD m I �I DOC. NO. 2005090431, O.P.R. REMAINDER PORTION OF 3 I 1,048.20 ACRES (TRACT 1) r-I inl I DESCRIBED IN r` VOL. 522, PG. 451 o 0 I D. R. (CITED WCAD 2.986 ACRES) A.C. WEIR QD �I PROPERTIES, LTD al LAMY 2243, LTD. A.C. WEIR PROPERTIES, LTD 0.774 ACRE Z w 1.248 ACRES DOC NO. 2005090431, 0. P. R. DOC. NO. 2023048609� NI I I DOC. N0. 2023048610 0 REMAINDER PORTION OF . P. R. 0. P. R. 1,048.20 ACRES (TRACT 1) PART 3 O DESCRIBED IN VOL. 522, P.O.B. so' WIDE TEMPORARY PG. 451 O NI I CONSTRUCTION I cn STA. 2486+38.21 D. R. .... EASEMENT i 5' WIDE UTILITY 0. 0374 AC. 1 10. 25' LT DOC. NO. 499968545 EASEMENT 1,627 SO. FT. I GRID COORDINATES: ACTUAL 199968545 O P. R. I I DOC. NO. 199968544 STA. 2485*7t.29 I N=10,195,257.80 . ExFrRED) 0. P. R. 114.72' LT E=3, 1 21 , 694. 03 - -_ I _--1--_--7_ -- - - - - - - - SEE DETAIL "B" - - - PROPOSED R. 0. W SEE DETAIL "A" L2 _ - - - -_ L La - \ ------ - - ----•--•-- - - - -- -SEE-DeTAIL "C" ILI (L1) LEANDER RD. R. M. 2243 (VARIABLE ROW WIDTH) EXISTING R.O.W. c= 3 1 - ._ + R.M. _2243 2485.00 DETAIL "A" N. T. S. (WCAD 2.986 ACRES) REMAINDER OF PORTION OF L 1 048.20 AC. 0.774 AC. STA. 2485.71.29 FIRMA" 114.72' LT L2 ^� - �`a PART 3 0,// n1f 1504 CHISHOLM TRAIL RD., #103 ROUND ROCK, TX 78681 512-238-1200 FIRM REG NO. 100591-00 DETAIL "B" DETAIL "C" N. T. S. N. T. S. (WCAD (WCAD 0.245 ACRE) .245 ACRE) PART 3 REMAINDER PORTION �AC. P.O.B. 1 1,048.20 0. 774 ACqj . "TERRA REMAINDER C2 FIRMA"� PORT ION OF (0.774 AC.) �B (1 . 248 AC. ) L2 _ 1,048.20 AC. LI R POSED i R,O.W. (LI) BROKEN PART 3 .n LEANDER RD. O LAMY 22DE LTD. 1 �� OF 68.080DACREES _ DOC. 2013028282 0. P. R. PROJECT NO-AFE-002 06/04/2024 PARCEL PLAT SHOWING PROPERTY OF A.C. WEIR PROPERTIES, LTD PARCEL 1 PART 3 0.0374 ACRES SCALE PROJECT COUNTY 1,627 Sq Ft 1 " = 100' LEANDER RD/R.M. 2243 WILLIAMSON PAGE 3 OF 5 PLAT TO ACCOMPANY PARCEL DESCRIPTION NOTES: 1) BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM OF 1983, CENTRAL ZONE NAD 83 (2011). COORDINATES SHOWN HEREON ARE GRID VALUES REPRESENTED IN U.S. SURVEY FEET. ALL DISTANCES SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S. SURVEY FEET BASED ON A GRID -TO -SURFACE COMBINED ADJUSTMENT FACTOR OF 1.00014. 2) THE SYMBOLS REFLECTED IN THE LEGEND AND ON THIS SURVEY MAY HAVE BEEN ENLARGED FOR CLARITY. THE SYMBOLS HAVE BEEN PLOTTED AT THE CENTER OF THE FIELD LOCATION AND MAY NOT REPRESENT THE ACTUAL SIZE OR SHAPE OF THE FEATURE. 3) UTILITY INFORMATION SHOWN HEREON CONSTITUTES FIELD RECOVERY OF OBSERVED EVIDENCE OF UTILITIES, LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES, SUCH AS ELECTRICAL, TELEPHONE, CABLE TV AND PIPELINES, MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. FOR INFORMATION REGARDING BURIED UTILITIES/STRUCTURES OR BEFORE ANY EXCAVATION IS BEGUN, CONTACT THE APPROPRIATE AGENCIES FOR VERIFICATION OF UTILITY TYPE AND FOR FIELD LOCATION. 4) THE USE OF THE WORD CERTIFY OR CERTIFICATION ON THIS DOCUMENT ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. 5) THE FOREGOING MAP AND SURVEY ON WHICH IT IS BASED IS ACCOMPANIED BY AND A PART OF SEPARATE METES AND BOUND DESCRIPTION OF THE SUBJECT TRACT. 6) REFERENCE IS HEREBY MADE TO THAT CERTAIN TITLE COMMITMENT (THE "TITLE COMMITMENT") ISSUED BY TEXAN TITLE INSURANCE COMPANY, UNDER GF NO. GT2402550 EFFECTIVE 02/29/2024, ISSUED 03/07/2024. THE EASEMENTS AND RESTRICTIONS LISTED ON SCHEDULE B OF THE TITLE COMMITMENT WERE REVIEWED BY THE SURVEYOR AND ARE SHOWN HEREON. SURVEYOR HAS RELIED UPON THE TITLE COMMITMENT AND MADE NO INDEPENDENT INQUIRY AS TO EASEMENTS AND RESTRICTIONS AFFECTING THE PROPERTY, OTHER THAN VISIBLE AND APPARENT EASEMENTS NOTED BY SURVEYOR DURING THE PREPARATION OF THE SURVEY AND REFLECTED HEREON. SCHEDULE B: IOD, TERMS, PROVISIONS, STIPULATIONS OF AGREEMENT DATED JANUARY 18, 1973, EXECUTED BY AND BETWEEN A. C. WEIR ET AL AND SOUTHWEST MATERIALS, INC., RECORDED IN VOLUME 562, PAGE 267, DEED RECORDS, WILLIAMSON COUNTY,TEXAS, NOT A SURVEY MATTER. IOb. EASEMENT DATED MARCH 19, 1979, EXECUTED BY A. C. WEIR TO GENERAL TELEPHONE COMPANY OF THE SOUTHWEST, RECORDED IN VOLUME 750, PAGE 722, DEED RECORDS, WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT. IOc. EASEMENT AND RIGHT OF WAY DATED JULY 12, 1996, EXECUTED BY MICHAEL ROSS WEIR TO GTE SOUTHWEST INCORPORATED, RECORDED UNDER DOCUMENT NO. 9643569, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT. IOd PERMANENT UTILITY EASEMENT DATED SEPTEMBER 29, 1999, EXECUTED BY MICHAEL R. WEIR TO THE CITY OF GEORGETOWN, RECORDED UNDER DOCUMENT NO. 199968544. OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AS SHOWN. IOe. TEMPORARY CONSTRUCTION EASEMENT DATED SEPTEMBER 29, 1999, EXECUTED BY MICHAEL R. WEIR TO THE CITY OF GEORGETOWN. RECORDED UNDER DOCUMENT NO. 499968545, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AS SHOWN (199968545 TYPO). IOf. EASEMENT AND RIGHT OF WAY DATED AUGUST, 1984, EXECUTED BY A, C. WEIR RANCH PARTNERSHIP TO GENERAL TELEPHONE COMPANY OF THE SOUTHWEST, RECORDED IN VOLUME 1062, PAGE 572, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT. 10g. TERMS, PROVISIONS AND STIPULATIONS OF BOUNDARY LINE AGREEMENT DATED MARCH 29, 1985, EXECUTED BY AND BETWEEN A. C. WEIR RANCH, A TEXAS GENERAL PARTNERSHIP AND WEST LYNN CORPORATION, RECORDED IN VOLUME 1161, PAGE 98, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, SUBJECT TO. IOh. TERMS, PROVISIONS AND STIPULATIONS OF MEMORANDUM OF LEASE DATED MAY 17. 2000, EXECUTED BY AND BETWEEN H. A. C. WEIR RANCH, LTD. AND TEXAS CELLULAR TELEPHONE COMPANY, L.P., RECORDED UNDER DOCUMENT NO. 20000036427, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AND AS AMENDED BY MEMORANDUM OF FIRST AMENDMENT TO LEASE DATED JUNE 22. 2017, RECORDED UNDER DOCUMENT NO. 2017063058, OFFICIAL RECORDS,WILLIAMSON COUNTY, TEXAS, AS SHOWN (2000036427 TYPO), IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY. IOi. TERMS, PROVISIONS AND STIPULATIONS OF MEMORANDUM OF LEASE DATED JANUARY 8, 2003, EXECUTED BY AND BETWEEN A. C. WEIR RANCH, LTD. AND AUSTIN ASPHALT, LP, RECORDED UNDER DOCUMENT NO. 2003002422, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, NOT A SURVEY MATTER, PROJECT NO.: AFE-002 06/04/2024 PARCEL PLAT SHOWING PROPERTY OF PARCEL 1 INI�NQlgE0 TICS Lbnd� A.C. WEIR PROPERTIES, LTD PART 3 v 0.03774 ACRES 1504 CHISHOLM TRAIL RD.,#103 1.627 Sq. Ft. SCALE PROJECT COUNTY ROUND ROCK, TX 78681 512-238-1200 1 " = 100' LEANDER RD/R.M. 2243 WILLIAMSON PAGE 4 OF 5 FIRM REC NO 100591-00 r A n: n l I PLAT TO ACCOMPANY PARCEL DESCRIPTION LEGEND ❑. TYPE II CONCRETE MON FOUND R PROPERTY LINE Q COTTON GIN SPINDLE FOUND ( ) RECORD INFORMATION ❑ /2" IRON ROD W/ ALUMINUM CAP LINE BREAK "DIAMOND" (�I DENOTES COMMON OWNERSHIP STAMPED FOUND P.O. B. POINT OF BEGINNING (1) 40D IN FENCE BASE N. T. S. NOT TO SCALE /z" IRON ROD FOUND UNLESS NOTED D.R. DEED RECORDS O /2" IRON ROD FOUND W/PLASTIC CAP WILLIAMSON COUNTY, TEXAS O.R. OFFICIAL RECORDS CALCULATED POINT WILLIAMSON COUNTY, TEXAS p 5/8" IRON ROD W/ ALUMINUM CAP O.P.R. OFFICIAL PUBLIC RECORDS "COG WILLIAMSON COUNTY, TEXAS STAMPED ROW" SET P.R. PLAT RECORDS (UNLESS NOTED OTHERWISE) WILLIAMSON COUNTY, TEXAS TYPE I CONCRETE MON FOUND WCAD WILLIAMSON COUNTY APPRAISAL DISTRICT SCHEDULE B: 101. TERMS, PROVISIONS AND STIPULATIONS OF 20' UTILITY ACCESS EASEMENT AGREEMENT DATED SEPTEMBER 4, 2008, EXECUTED BY AND BETWEEN AC WEIR PROPERTIES, LTD. AND THE CITY OF GEORGETOWN, RECORDED UNDER DOCUMENT NO. 2008085852, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY. IOk. WASTEWATER EASEMENT DATED JUNE 5, 2007, EXECUTED BY AC WEIR PROPERTIES, LTD. TO THE CITY OF GEORGETOWN, K. RECORDED UNDER DOCUMENT NO. 2007048915. OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY. 101. TEMPORARY ACCESS AND CONSTRUCTION EASEMENT AGREEMENT DATED JUNE 7, 2017, EXECUTED BY AND BETWEEN A.C. WEIR PROPERTIES, LTD, AND WO LAREDO, LTD., RECORDED UNDER DOCUMENT NO. 2007048916, OFFICIAL RECORDS,WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT. IOm. TERMS, PROVISIONS AND STIPULATIONS OF POSSESSION AND USE AGREEMENT FOR TRANSPORTATION PURPOSES DATED NOVEMBER 9. 2015, EXECUTED BETWEEN THE CITY OF GEORGETOWN AND A C WEIR PROPERTIES, LTD., RECORDED UNDER DOCUMENT NO. 2015109462, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY. IOn. TERMS, PROVISIONS AND STIPULATIONS OF AGREED FINAL JUDGMENT FILED JANUARY 25, 2021 STYLED THE CITY OF GEORGETOWN, TEXAS VS A.C. WEIR PROPERTIES, LTD. ET AL, CAUSE NO. 15-1180-CC4, RECORDED UNDER DOCUMENT NO. 2021134533, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY. INLAND GEODETICS MIGUEL A. ESCOBAR, L. S. L. S. , TEXAS REG. NO. 5630 1504 CHISHOLM TRAIL RD. #103 ROUND ROCK, TX 78681 TBPELS FIRM NO. 10059100 n'-f 1 504 CHISHOLM TRAIL RD., #103 ROUND ROCK, TX 78681 512-238-1200 FIRM REG NO, 100591-00 06/13/2024 R. P. L. S. OF • T MIGUEL ANGEL ESCOBAR �. �� ...................P 5630 lyNo PROJECT NO: AFE-002 PARCEL PLAT SHOWING PROPERTY OF A.C. WEIR PROPERTIES, LTD SCALE PROJECT COUNTY 1 " = 100' LEANDER RD/R.M. 2243 WILLIAMSON 06/04/2024 PARCEL 1 PART 3 0.0374 ACRES 1,627 Sq. Ft. PAGE 5 OF 5 County: Williamson 06-04-2024 Parcel: 1, Part 4, A.C. Weir Properties, LTD Page 1 of 5 Highway: Leander Rd. (R.M. 2243) EXHIBIT PROPERTY DESCRIPTION DESCRIPTION OF A 0.0133 ACRE (578 SQUARE FOOT) PARCEL OF LAND SITUATED IN THE JOSEPH THOMPSON SURVEY, ABSTRACT NO. 608, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT CERTAIN TRACT OF LAND DESCRIBED IN A SPECIAL WARRANTY DEED TO A.C. WEIR PROPERTIES, LTD (CITED 0.245 ACRE BY WILLIAMSON COUNTY APPRAISAL DISTRICT) OF RECORD IN DOCUMENT NO. 2005090431, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, (O.P.R.W.C.T.) SAID TRACT BEING A REMAINDER PORTION OF THAT CALLED 1,048.20 ACRES OF LAND (TRACT 1), DESCRIBED IN VOLUME 522, PAGE 451, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, (D.R.W.C.T), SAID 0.0133 ACRE (578 SQUARE FOOT) PARCEL OF LAND BEING SURVEYED ON THE GROUND IN JUNE AND JULY 2019, UNDER THE DIRECT SUPERVISION OF M. STEPHEN TRUESDALE, LSLS, RPLS, (NOW RETIRED) AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 5/8 inch iron rod stamped "COG ROW" set, on the proposed northerly right-of-way (ROW) of Leander Road (R.M. 2243) (variable ROW width), being 110.25 feet left of R.M. 2243 Baseline Station 2486+38.21, (Grid Coordinates determined as N=10,195,257.80, E=3,121,694.03), being on the east boundary line of that called 0.774 acre tract of land described in a Special Warranty Deed to A.C. Weir Properties, LTD recorded in Document No. 2023048609, O.P.R.W.C.T., same line being the west boundary line of said remainder portion of the 1,048.20 acre tract, for the POINT OF BEGINNING of the herein described parcel, from which point a 1/2 inch iron rod with aluminum cap stamped "Terra Firma" found bears along the common boundary line of said 0.774 acre tract and said remainder portion of the 1048.20 acre tract, along a curve to the right, having a radius of 25.00 feet, a delta angle of 13°38'27", an arc length of 5.95 feet, and a chord which bears N 32°57'07" W, a distance of 5.94 feet; 1) THENCE, N 59°34'08" E, with said proposed northerly ROW line of Leander Road (R.M. 2243), a distance of 39.78 feet, to 5/8 inch iron rod stamped "COG ROW" set, being 107.22 feet left of R.M. 2243 Baseline Station 2486+78.55, being on the west boundary line of that called 1.248 acre tract of land described in a Special Warranty Deed to Lamy 2243, Ltd., recorded in Document No. 2023048610, O.P.R.W.C.T., same line being the east boundary line of said remainder portion of the 1,048.20 acre tract, for the northeasterly corner of the herein described parcel and beginning of a non -tangent curve to the right; 2) THENCE, departing said proposed northerly ROW line of Leander Road (R.M. 2243), with the common boundary line of said 1.248 acre tract and said remainder portion of the 1,048.20 acre tract, along said curve to the right, having a radius of 25.00 feet, a delta angle of 70"13'48", an arc length of 30.64 feet, and a chord which bears S 14°22'S4" W, a distance of 28.76 feet, to a calculated point in the north boundary line of that remainder portion of a called 68.080 acre tract of land described in Special Warranty Deed to Lamy 2243, Ltd., recorded in Document No. 2013028282, O.P.R.W.C.T., for the south corner of the herein described parcel at the beginning of a non -tangent curve to the right, from which a (broken) cotton gin spindle found in the southerly boundary line of said 1.248 acre tract on the existing northerly ROW line of Leander Road (R.M. 2243) (variable ROW width), bears along a curve to 1504 Chisholm Trail Rd #103 n Round Rock, TX 78681 I �•••,, TBPELS Firm No. 10059100 INLAND GEODETICS 512-238-1200 office n County: Williamson Parcel: 1, Part 4, A.C. Weir Properties, LTD Highway: Leander Rd. (R.M. 2243) 06-04-2024 Page 2 of 5 the left, having a radius of 25.00 feet, a delta angle of 12°20'29", an arc length of 5.38 feet, and a chord which bears N 65°18'51" E, a distance of 5.37 feet; 3) THENCE, with the common boundary line of said 0.774 acre tract and said remainder portion of the 1,048.20 acre tract, along said curve to the right, having a radius of 25.00 feet, a delta angle of 68°44'35", an arc length of 29.99 feet, and a chord which bears N 74°08'38" W, a distance of 28.23 feet, to the POINT OF BEGINNING, containing 0.0133 acre (578 square feet) of land, more or less, within these metes and bounds. Bearings are based on the Texas Coordinate System of 1983, Central Zone NAD83 (2011). Coordinates shown hereon are grid values represented in U.S. Survey Feet. All distances shown hereon are surface values represented in U.S. Survey Feet based on a grid -to -surface Combined Adjustment Factor of 1.00014. This property description is accompanied by a separate parcel plat. The use of the word certify or certification on this document only constitutes an expression of professional opinion regarding those facts or findings which are the subject of the certification, and does not constitute a warranty or guarantee, either expressed or implied. I, Miguel A. Escobar, a Registered Professional Land Surveyor, do hereby certify that the above description and the accompanying sketch is true and correct to the best of my knowledge and belief and the property described herein was determined by a survey made on the ground between months of June & July, 2019, under the direct supervision of M. Stephen Truesdale, LSLS, RPLS No. 4933 (now retired). WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. Inland Geodetics * OFF TFy C ..4 MIGUEL ANGEL ESCOBAR 06/13/2024 Miguel A. Escobar, L.S.L.S., R.P.L.S. o • •5630 • R P:•• I Texas Reg. No. 5630 ��N .Ess.oyo� SURGE 1504 Chisholm Trail Rd #103 Round Rock, Tx 78681 TBPELS Firm No. 10059100 Project No: AFE-002 S:\AGLIIRRE-FIELDS\FM 2243\5-Descriptions-Reports\PARCEL 1-PART 4-AC-WEIR-PROPERTIES-LTDAm 1504 Chisholm Trail Rd #103 n Round Rock, TX 78681 I l--•1 TBPELS Firm No. 10059100 INLAND GEODETICS 512-238-1200 office vl � A'] I U: I PLAT TO ACCOMPANY PARCEL DESCRIPTION NUMBER RADIUS DELTA LENGTH CHORD BEARING CHORD Cl 25.00' 13'38'27" 5.95' N32'57'07"W 5.94' C2 25.00' 70'13'48" 30.64' S14'22'54"W 28.76' C3 25.00' 68'44'35" 29.99' N74'08'38"W 28.23' C4 25.00' 12'20'29" 5.38' N65' 18'51 "E 5.37' C4 25.00' 11-02'23" 4.82' S64'59'40"W 4.81' C5 25.00' 79'02'52" 34.49' N09'02'37"E 31.82' C6 25.00' 82'51'13" 36.15' S68'03'32"E 33.08' "TERRA FIRMA" "TERRA FIRMA" m A.C. WEIR v PROPERTIES, LTD coral 0.774 ACRE "' DOC. NO. 2023048609 0. P. R. 3 I m (CITED WCAD 2.986 ACRES) of A.C. WEIR PROPERTIES, LTD N DOC. NO. 2005090431, O.P.R. zl PORTION OF THE REMAINDER OF v 1048.20 ACRES (TRACT 1) PART 4 DESCRIBED IN VOL. 522, PG. 451 O I D. R. 0. 01 33 AC. 15' WIDE UTILITY 578 SO. FT.� EASEMENT DOC. NO. 199968544 O.P.R. . "TERRA FIRMA" 50' 0' 50' 100 SCALE I" = 100' Tar-rHOMpsoN SU��r r ]�J��r� 60B II LAMY 2243, LTD 1.248 ACRES DOC. N0. 2023048610 col I 0. P. R. o (CITED WCAD 0.245 ACRE) A.C. WEIR PROPERTIES, LTD DOC. NO. 2005090431, O.P.R. -1 I REMAINDER PORTION OF of I 1,048.20 ACRES (TRACT 1) p� DESCRIBED IN VOL. 522, PG. 451 D. R. NI I 50' WIDE TEMPORARY CONSTRUCTION EASEMENT DOC. NO. 499968545 I I ACTUAL 199968545 0. P. R. STA. 2486.78.55 (EXPIRED) \ 1 07_22' LT PRQPOSEQ R .W. L - - - - - - EXISTING R.O,W:- P.O.B. DETAIL STA. 2486.38. 21 LEANDER RD. N. T. S. 110.25' LT R. M. 2243 GRID COORDINATES: (VARIABLE ROW WIDTH) N-10,195,257.80 REMAINDER PORTION EXISTING R.0 W. E=3, 121 , 694. 03 OF 1,048.20 ACRES R.M. 2243_BASELIN _ _ - STA. 2486+78.55 107.22' LT ' - - 2485.00 (CITED WCAD T "TERRA FIRMA" ■no surveyors n1f 1504 CHISHOLM TRAIL RD., *103 ROUND ROCK, TX 78681 512-238-1200 Mom ■ STA. 2486.38.21 110.25' LT GRID COORDINATES: N=10,195,257.80 E=3,121,694.03 NO. I DIRECTION I DISTANCE L1 I N59'34'08"E 1 39.78' LI 0.245 ACRE) PROPOSED R 0 W PART 4 O 0 0.0133 AC. rL v c3 578 SO. FT. y� �Nr 90 EXISTING R 0-W. �"rBROKEN LEANDER RD. (c4) LAMY 2243, LTD. A PORTION OF THE REMAINDER OF 68.080 ACRES DOC. NO. 2013028282 06/05/2024 PROJECT NO.: AFE-002 0. P. R. PARCEL PLAT SHOWING PROPERTY OF A.C. WEIR PROPERTIES, LTD SCALE PROJECT COUNTY 1" = 100' LEANDER RD/R.M. 2243 WILLIAMSON PARCEL 1 PART 4 0.0133 ACRE 578 Sq. Ft. PAGE 3 OF 5 PLAT TO ACCOMPANY PARCEL DESCRIPTION NOTES: 1) BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM OF 1983. CENTRAL ZONE NAD 83 (2011). COORDINATES SHOWN HEREON ARE GRID VALUES REPRESENTED IN U.S. SURVEY FEET. ALL DISTANCES SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S. SURVEY FEET BASED ON A GRID -TO -SURFACE COMBINED ADJUSTMENT FACTOR OF 1.00014. 2) THE SYMBOLS REFLECTED IN THE LEGEND AND ON THIS SURVEY MAY HAVE BEEN ENLARGED FOR CLARITY, THE SYMBOLS HAVE BEEN PLOTTED AT THE CENTER OF THE FIELD LOCATION AND MAY NOT REPRESENT THE ACTUAL SIZE OR SHAPE OF THE FEATURE, 3) UTILITY INFORMATION SHOWN HEREON CONSTITUTES FIELD RECOVERY OF OBSERVED EVIDENCE OF UTILITIES. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES, SUCH AS ELECTRICAL, TELEPHONE, CABLE TV AND PIPELINES, MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. FOR INFORMATION REGARDING BURIED UTILITIES/STRUCTURES OR BEFORE ANY EXCAVATION IS BEGUN, CONTACT THE APPROPRIATE AGENCIES FOR VERIFICATION OF UTILITY TYPE AND FOR FIELD LOCATION. 4) THE USE OF THE WORD CERTIFY OR CERTIFICATION ON THIS DOCUMENT ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. 5) THE FOREGOING MAP AND SURVEY ON WHICH IT IS BASED IS ACCOMPANIED BY AND A PART OF SEPARATE METES AND BOUND DESCRIPTION OF THE SUBJECT TRACT, 6) REFERENCE IS HEREBY MADE TO THAT CERTAIN TITLE COMMITMENT (THE "TITLE COMMITMENT") ISSUED BY TEXAN TITLE INSURANCE COMPANY, UNDER GF NO. GT2402550 EFFECTIVE 02/29/2024, ISSUED 03/07/2024. THE EASEMENTS AND RESTRICTIONS LISTED ON SCHEDULE B OF THE TITLE COMMITMENT WERE REVIEWED BY THE SURVEYOR AND ARE SHOWN HEREON. SURVEYOR HAS RELIED UPON THE TITLE COMMITMENT AND MADE NO INDEPENDENT INQUIRY AS TO EASEMENTS AND RESTRICTIONS AFFECTING THE PROPERTY, OTHER THAN VISIBLE AND APPARENT EASEMENTS NOTED BY SURVEYOR DURING THE PREPARATION OF THE SURVEY AND REFLECTED HEREON. SCHEDULE B: IOa. TERMS, PROVISIONS, STIPULATIONS OF AGREEMENT DATED JANUARY 18, 1973, EXECUTED BY AND BETWEEN A. C. WEIR ET AL AND SOUTHWEST MATERIALS, INC., RECORDED IN VOLUME 562, PAGE 267. DEED RECORDS, WILLIAMSON COUNTY,TEXAS, NOT A SURVEY MATTER. IOb. EASEMENT DATED MARCH 19, 1979, EXECUTED BY A. C. WEIR TO GENERAL TELEPHONE COMPANY OF THE SOUTHWEST, RECORDED IN VOLUME 750, PAGE 722, DEED RECORDS, WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT_ IOc. EASEMENT AND RIGHT OF WAY DATED JULY 12, 1996. EXECUTED BY MICHAEL ROSS WEIR TO GTE SOUTHWEST INCORPORATED, RECORDED UNDER DOCUMENT NO. 9643569, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT. IOd. PERMANENT UTILITY EASEMENT DATED SEPTEMBER 29. 1999. EXECUTED BY MICHAEL R. WEIR TO THE CITY OF GEORGETOWN, RECORDED UNDER DOCUMENT NO. 199968544. OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AS SHOWN. Oe. TEMPORARY CONSTRUCTION EASEMENT DATED SEPTEMBER 29. 1999, EXECUTED BY MICHAEL R. WEIR TO THE CITY OF GEORGETOWN, RECORDED UNDER DOCUMENT NO. 499968545. OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AS SHOWN (199968545 TYPO). Of, EASEMENT AND RIGHT OF WAY DATED AUGUST, 1984, EXECUTED BY A. C. WEIR RANCH PARTNERSHIP TO GENERAL TELEPHONE COMPANY OF THE SOUTHWEST, RECORDED IN VOLUME 1062, PAGE 572. OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT, IOg. TERMS, PROVISIONS AND STIPULATIONS OF BOUNDARY LINE AGREEMENT DATED MARCH 29, 1985, EXECUTED BY AND BETWEEN A. C. WEIR RANCH, A TEXAS GENERAL PARTNERSHIP AND WEST LYNN CORPORATION, RECORDED IN VOLUME 1161, PAGE 98. OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, SUBJECT TO. IOh. TERMS, PROVISIONS AND STIPULATIONS OF MEMORANDUM OF LEASE DATED MAY 17, 2000, EXECUTED BY AND BETWEEN H. A. C. WEIR RANCH, LTD. AND TEXAS CELLULAR TELEPHONE COMPANY, L.P., RECORDED UNDER DOCUMENT NO. 20000036427, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AND AS AMENDED BY MEMORANDUM OF FIRST AMENDMENT TO LEASE DATED JUNE 22. 2017, RECORDED UNDER DOCUMENT NO. 2017063058. OFFICIAL RECORDS,WILLIAMSON COUNTY, TEXAS, AS SHOWN (2000036427 TYPO), IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY. IOi, TERMS, PROVISIONS AND STIPULATIONS OF MEMORANDUM OF LEASE DATED JANUARY 8, 2003, EXECUTED BY AND BETWEEN A. C. WEIR RANCH, LTD. AND AUSTIN ASPHALT, LP, RECORDED UNDER DOCUMENT NO. 2003002422, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, NOT A SURVEY MATTER. PROJECT NO.:AFE-002 06/05/2024 PARCEL PLAT SHOWING PROPERTY OF PARCEL 1 A.C. WEIR PROPERTIES, LTD PART 4 n1f - 0.0133 ACRE 1504 CHISHOLM TRAIL RD.,#103 SCALE PROJECT COUNTY 578 Sq. Ft. ROUND ROCK, TX 78681 512-238-1200 1 " = 100' LEANDER RD/R.M. 2243 WILLIAMSON PAGE 4 OF 5 FIRM REG. NO. 100591-00 LEGEND PLAT TO ACCOMPANY PARCEL DESCRIPTION 1E TYPE II CONCRETE MON FOUND N'_ PROPERTY LINE Q COTTON GIN SPINDLE FOUND ( ) RECORD INFORMATION ❑ /z" IRON ROD W/ ALUMINUM CAP LINE BREAK TA S TAMPED "DIAMOND" FOUND N DENOTES COMMON OWNERSHIP P.O.B. POINT OF BEGINNING ® IN FENCE BASE N.T. S. NOT TO SCALE /z" IRON ROD FOUND UNLESS NOTED D. R. DEED RECORDS O /2" IRON ROD FOUND W/PLASTIC CAP WILLIAMSON COUNTY, TEXAS O.R. OFFICIAL RECORDS 0 CALCULATED POINT WILLIAMSON COUNTY, TEXAS p 5/8" IRON ROD W/ ALUMINUM CAP O.P.R. OFFICIAL PUBLIC RECORDS "COG WILLIAMSON COUNTY, TEXAS STAMPED ROW" SET P.R. PLAT RECORDS (UNLESS NOTED OTHERWISE) WILLIAMSON COUNTY, TEXAS � TYPE I CONCRETE MON FOUND WCAD WILLIAMSON COUNTY APPRAISAL DISTRICT SCHEDULE B: 10j. TERMS, PROVISIONS AND STIPULATIONS OF 20' UTILITY ACCESS EASEMENT AGREEMENT DATED SEPTEMBER 4, 2008, EXECUTED BY AND BETWEEN AC WEIR PROPERTIES, LTD. AND THE CITY OF GEORGETOWN, RECORDED UNDER DOCUMENT NO. 2008065852, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY. IOk. WASTEWATER EASEMENT DATED JUNE 5, 2007, EXECUTED BY AC WEIR PROPERTIES, LTD. TO THE CITY OF GEORGETOWN. K. RECORDED UNDER DOCUMENT NO. 2007048915, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY. 101. TEMPORARY ACCESS AND CONSTRUCTION EASEMENT AGREEMENT DATED JUNE 7, 2017, EXECUTED BY AND BETWEEN A.C. WEIR PROPERTIES, LTD. AND WO LAREDO, LTD., RECORDED UNDER DOCUMENT NO. 2007048916, OFFICIAL RECORD S,WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT. IOm. TERMS, PROVISIONS AND STIPULATIONS OF POSSESSION AND USE AGREEMENT FOR TRANSPORTATION PURPOSES DATED NOVEMBER 9, 2015, EXECUTED BETWEEN THE CITY OF GEORGETOWN AND A.C. WEIR PROPERTIES, LTD., RECORDED UNDER DOCUMENT NO. 2015109482, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY, IOn, TERMS, PROVISIONS AND STIPULATIONS OF AGREED FINAL JUDGMENT FILED JANUARY 25, 2021 STYLED THE CITY OF GEORGETOWN, TEXAS VS A.C. WEIR PROPERTIES, LTD. ET AL, CAUSE NO. 15-1180-CC4, RECORDED UNDER DOCUMENT NO. 2021134533, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY. INLAND GEODETICS MIGUEL A. ESCOBAR, L.S.L.S., TEXAS REG. NO. 5630 1504 CHISHOLM TRAIL RD. #103 ROUND ROCK, TX 78681 TBPELS FIRM NO. 10059100 ■n• aurr.y or■ 1504 CHISHOLM TRAIL RD., #103 ROUND ROCK, TX 78681 512-236-1200 06/13/2024 R. P. L. S. S; TT '.................. MIGUEL ANGEL ESCOBAR .................. V V. 5630 P. PROJECT NO.: AFE-002 PARCEL PLAT SHOWING PROPERTY OF A.C. WEIR PROPERTIES, LTD SCALE PROJECT COUNTY 1 " = 100' LEANDER RD/R.M. 2243 WILLIAMSON 06/05/2024 PARCEL 1 PART 4 0 0133 ACRE 578 Sq Ft PAGE 5 OF 5 County: Williamson 05-28-2025 Parcel: 2, Texas Crushed Stone Company Page 1 of 5 Highway: R.M. 2243 EXHIBIT PROPERTY DESCRIPTION DESCRIPTION OF A 0.5753 ACRE (25,060 SQUARE FOOT) PARCEL OF LAND SITUATED IN THE JOSEPH THOMPSON SURVEY, ABSTRACT NO. 608, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT CALLED 396.40 ACRE TRACT OF LAND DESCRIBED IN A DEED TO TEXAS CRUSHED STONE COMPANY RECORDED IN VOLUME 522, PAGE 455 OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.5753 ACRE (25,060 SQUARE FOOT) PARCEL TRACT OF LAND BEING SURVEYED ON THE GROUND IN JUNE AND JULY, 2019, UNDERTHE DIRECT SUPERVISION OF M. STEPHEN TRUESDALE, LSLS, RPLS No.4933, NOW RETIRED AND APRIL, 2025, UNDER THE DIRECT SUPERVISION OF MIGUEL A. ESCOBAR, LSLS, RPLS No. 5630, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set on the proposed southerly right-of-way (ROW) of Leander Road (R.M. 2243) (ROW width varies), being 67.04 feet right of R.M. 2243 Baseline Station 2472+08.67, (Grid Coordinates determined as N=10,194,392.90, E=3,120,550.81), at its intersection with the westerly boundary line of the remainder of that called 895.98 acre tract of land described in a Special Warranty Deed to Texas Crushed Stone Company recorded in Document No. 2011013402, of the Official Public Records of Williamson County, Texas, same line being the easterly boundary line of said 396.40 acre tract of land, for the southeasterly corner and POINT OF BEGINNING of the herein described parcel; THENCE, with the proposed southerly ROW line of said Leander Road (R.M. 2243), over and across the said 396.40 acre tract, the following four (4) courses: 1) S 60°47'22" W, a distance of 404.65 feet to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 68.14 feet right of R.M. 2243 Baseline Station 2467+99.92, for an exterior ell corner of the herein described parcel; 2) N 29°14'52" W, a distance of 3.59 feet to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 64.55 feet right of R.M. 2243 Baseline Station 2468+00.01, for an interior ell corner of the herein described parcel; 3) S 60°45'08" W, a distance of 188.78 feet to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 56.90 feet right of R.M. 2243 Baseline Station 2466+09.72, for the southwesterly corner of the herein described parcel; 4) N 32019'55" W, a distance of 22.96 feet to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 33.95 feet right of R.M. 2243 Baseline Station 2466+09.72, on the existing southerly ROW line of Leander Road (R.M. 2243), same line being the northerly boundary line of said 396.40 acre tract, for the northwesterly corner of the herein described parcel; 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 TBPELS Firm No. 10059100 INLAND GEODETICS 512-238-1200 office v. County: Williamson 05-28-2025 Parcel: 2, Texas Crushed Stone Company Page 2 of 5 Highway: R.M. 2243 5) THENCE, N 57°37'08" E, with said existing southerly ROW line of Leander Road (R.M. 2243), same line being the northerly boundary line of said 396.40 acre tract, a distance of 604.31 feet, to a calculated point, for the northwesterly corner of the remainder of said 895.98 acre tract, same point being the northeasterly corner of said 396.40 acre tract, and for the northeasterly corner of the herein described parcel, from which point a 40D Nail found in fence base bears S 76'55'46" E, a distance of 2.70 feet, and from which point a TxDOT Type I concrete monument bears N 57°37'08" E, a distance of 15.00 feet, and S 21°46'50" W, a distance of 1.35 feet; 6) THENCE, S 20°55'52" E, departing said existing southerly ROW line of Leander Road (R.M. 2243), with the common boundary line of the remainder of said 895.98 acre tract and said 396.40 acre tract, a distance of 60.44 feet to the POINT OF BEGINNING, containing 0.5753 acres (25,060 square feet) of land, more or less, within these metes and bounds. Bearings are based on the Texas Coordinate System of 1983, Central Zone (NAD_83 (2011)). All distances are surface values represented in U.S. Survey Feet based on a Grid -to -Surface Combined Adjustment Factor of 1.00014. The foregoing metes and bounds description, and survey on which it was based, is accompanied by and a part of a survey map of the subject tract. THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON That I, Miguel A. Escobar, a Registered Professional Land Surveyor, do hereby certify that the above description and the accompanying sketch is true and correct to the best of my knowledge and belief and the property described herein was determined by a survey made on the ground during the months of June and July, 2019, under the direct supervision of M. Stephen Truesdale, LSLS, RPLS No. 4933, now retired, and April, 2025, under my direct supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas on this 28th of May, 2025, A.D. INLAND GEODETICS l Miguel A. Escobar, L.S.L.S., R.P.L.S. Texas Reg. No. 5630 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 TBPELS Firm No. 10059100 �1Osre� P MIGUEL ANGEL ESCOBAR .................. V V. A 5630 Project No: AFE-002 S:\AGUIRRE-FIELDS\FM 2243\5 -Descriptions-Reports\PARCEL 2-TEXAS-CRUSHED-STONE.docx 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 TBPELS Firm No. 10059100 512-238-1200 office INLAND GEODETICS n' , I - I I PLAT TO ACCOMPANY PARCEL DESCRIPTION NO. DIRECTION DISTANCE L1 N29'14'52"W 3.59' L2 N32' 19'55"W 22.96' L3 S20'55'52"E 60,44' L4 N57'37'08"E 15.00' 1-4 N60'E 4.9 VARAS 50' 0' 50' 100, SCALE 1" = 100' EXISTING R.O.W R M DE2243D. R.M. 2243 BASELINE (R•0•W• WIDTH VARIES) SEE DETAIL "A" _2467+00.00 2468+00.00 2469+00.00 _ 2470+00.00 _ 2471 +00.00 2472+ 0.00 247 STA. 2466,09.72 (N60'26"E 532.4 VARAS) _ 33. 95' RT 7' 7' 4. 1' EXISTING R.O.W. N - NO BUILDINGS - PROPOSE S60'45'08"W 188.78' E.` S60'47'22" STA. 2466.09.72 STA. 2467,99.92 56.90' RT 68.14' RT STA. 2468.00.01 0. 64. 55' RT J 25,0 R.O.W 404.65' P.O.B. 3 AC. STA. 2472.08.67 I SO. FT. 67.04' RT GRID COORDINATES: N=10, 194, 392. 90 I E=3, 120, 550. 81 M J TEXAS CRUSHED STONE COMPANY i p{J (CALLED 396.40 AC.) I VOL. 522, PG. 455 D. R. QI DETAIL "A" N. T. S. I SURVE O6 I jo SEPH 08 TEXAS CRUSHED S-Vp AgSTR AST I�, I STONE COMPANY R.M. 2243 M ! (REMAINDER OF 895.98 AC.) DOC. NO. 2011013402 colO.P.R. EXISTING R.O.W L4 (L4) S21'46'50"W I 1.35' (396.40 AC.) S76'55'46"E 2.70' I M -' (REMAINDER OF 895.98 AC.) I PROJECT NO.: AFE-002 05/28/2025 PARCEL PLAT SHOWING PROPERTY OF INLAND GEODETICS TEXAS CRUSHED STONE COMPANY PARCEL 2 Land Surveyors 0.5753 ACRES 25,060 Sq. Ft. nk--r SCALE PROJECT COUNTY 1 " = 100'1 R.M 2243 WILLIAMSON PAGE 3 OF 5 :•\Ar I IT ODE' _C TCI nc\CEA Y 41 . i I I PLAT TO ACCOMPANY PARCEL DESCRIPTION TEXAN TITLE INSURANCE COMPANY GF NO.: GT2402552 EFF. DATE: MAY 5, 2025 ISS. DATE: MAY 20, 2025 SCHEDULE B 1. INTENTIONALLY DELETED. 10a. EASEMENT DATED AUGUST 26, 1941, TO TEXAS POWER & LIGHT COMPANY, RECORDED IN VOLUME 309, PAGE 396, DEED RECORDS, WILLIAMSON COUNTY, TEXAS. (IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY.) 10b. EASEMENT DATED MAY 23, 1946, TO LOWER COLORADO RIVER AUTHORITY, RECORDED IN VOLUME 336, PAGE 48, DEED RECORDS, WILLIAMSON COUNTY, TEXAS. (IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY.) 1Oc. EASEMENT DATED NOVEMBER 18, 1974, TO LOWER COLORADO RIVER AUTHORITY, RECORDED IN VOLUME 603, PAGE 314, DEED RECORDS, WILLIAMSON COUNTY, TEXAS. (IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY.) 1Od. TERMS, CONDITIONS, AND STIPULATIONS OF EASEMENT DATED SEPTEMBER 11, 1981, TO SEMINOLE PIPELINE COMPANY, RECORDED IN VOLUME 851, PAGE 815, DEED RECORDS, WILLIAMSON COUNTY, TEXAS. (IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY.) 10e. EASEMENT DATED DECEMBER 11, 1992, TO LOWER COLORADO RIVER AUTHORITY, RECORDED IN VOLUME 2253, PAGE 131, DEED RECORDS, WILLIAMSON COUNTY, TEXAS. (IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY.) 10f. EASEMENT DATED DECEMBER 11, 1992, TO LOWER COLORADO RIVER AUTHORITY, RECORDED IN VOLUME 2253, PAGE 177, DEED RECORDS, WILLIAMSON COUNTY, TEXAS. (IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY.) 1Og. NOT A SURVEY MATTER 10h. EASEMENT DATED JULY 31, 2017, TO ENTERPRISE CRUDE PIPELINE LLC, RECORDED UNDER DOCUMENT NO. 2017070342, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS. (IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY.) 10i. NOT A SURVEY MATTER. 1Oj. NOT A SURVEY MATTER. 1Ok. RIGHTS OF PARTIES IN POSSESSION. 101. SUBJECT TO ANY VISIBLE OR APPARENT EASEMENT(S) OVER, UNDER OR ACROSS SUBJECT PROPERTY. 10m. NOT A SURVEY MATTER. 10n. NOT A SURVEY MATTER. 10o. "ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE SURVEY OF THE LAND." PROJECT NO.: AFE-002 05/28 2025 FLn PARCEL PLAT SHOWING PROPERTY OF INLAND GEODE 1CS TEXAS CRUSHED STONE COMPANY PARCEL 2 Lan d Surveyors 0.5753 ACRES ,\f, 1 25,060 Sq. Ft. SCALE PROJECT COUNTY 1 " = 100 R.M 2243 WILLIAMSON PAGE 4 OF 5 C• \ ArI ITDDC_C TEl rnc\ CAA ��A�\ A n.,.....'—_.,♦ n r ---l. 11 -.-- -. .. _.._ h!11P',i I LEGEND PLAT TO ACCOMPANY PARCEL DESCRIPTION ❑. TYPE II CONCRETE MON FOUND PROPERTY COTTON GIN SPINDLE FOUND (R ) RECORD INFORMATION ❑ '/2" IRON ROD W/ ALUMINUM CAP LINE BREAK STAMPED "DIAMOND" FOUND ICI DENOTES COMMON OWNERSHIP ® 40D IN FENCE BASE P.O.B. POINT OF BEGINNING • 1/2" IRON ROD FOUND UNLESS NOTED N.T.S. NOT TO SCALE D.R. DEED RECORDS O /2" IRON ROD FOUND W/PLASTIC CAP WILLIAMSON COUNTY, TEXAS A CALCULATED POINT O.R. OFFICIAL RECORDS WILL MSON COUNTY, TEXAS 0 /2" IRON ROD W/ ALUMINUM CAP O.P.R. OFFOFFICIICIAL PUBLIC RECORDS STAMPED "COG ROW" SET WILLIAMSON COUNTY, TEXAS (UNLESS NOTED OTHERWISE) P.R. PLAT RECORDS TYPE I CONCRETE MON FOUND WILLIAMSON COUNTY, TEXAS NOTES: 1. BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM OF 1983, CENTRAL ZONE NAD83 (2011). ALL DISTANCES SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S. SURVEY FEET BASED ON A GRID —TO —SURFACE COMBINED ADJUSTMENT FACTOR OF 1.00014, 2. REFERENCE IS HEREBY MADE TO THAT CERTAIN TITLE COMMITMENT (THE "TITLE COMMITMENT") ISSUED BY TEXAN TITLE INSURANCE COMPANY, UNDER GF NO. GT2402552, EFFECTIVE MAY 5, 2025, ISSUED MAY 20, 2025. THE EASEMENTS AND RESTRICTIONS LISTED ON SCHEDULE B OF THE TITLE COMMITMENT WERE REVIEWED BY THE SURVEYOR AND ARE SHOWN HEREON. SURVEYOR HAS RELIED UPON THE TITLE COMMITMENT AND MADE NO INDEPENDENT INQUIRY AS TO EASEMENTS AND RESTRICTIONS AFFECTING THE PROPERTY, OTHER THAN VISIBLE AND APPARENT EASEMENTS NOTED BY SURVEYOR DURING THE PREPARATION OF THE SURVEY AND REFLECTED HEREON. 3. THE SYMBOLS REFLECTED IN THE LEGEND AND ON THIS SURVEY MAY HAVE BEEN ENLARGED FOR CLARITY. THE SYMBOLS HAVE BEEN PLOTTED AT THE CENTER OF THE FIELD LOCATION AND MAY NOT REPRESENT THE ACTUAL SIZE OR SHAPE OF THE FEATURE. 4. UTILITY INFORMATION SHOWN HEREON CONSTITUTES FIELD RECOVERY OF OBSERVED EVIDENCE OF UTILITIES. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES, SUCH AS ELECTRICAL, TELEPHONE, CABLE TV AND PIPELINES, MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. FOR INFORMATION REGARDING BURIED UTILITIES/STRUCTURES OR BEFORE ANY EXCAVATION IS BEGUN, CONTACT THE APPROPRIATE AGENCIES FOR VERIFICATION OF UTILITY TYPE AND FOR FIELD LOCATION. 5. BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE X (NOT SHADED) — AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48491CO480F, THAT BEARS AN EFFECTIVE/REVISED DATE OF 12/20/2019. THE SURVEYOR MAKES NO ASSURANCE AS TO THE ACCURACY OF THE DELINEATIONS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP. THIS STATEMENT IS FOR INSURANCE PURPOSES ONLY AND IS NOT AN OPINION THAT THE PROPERTY WILL OR WILL NOT FLOOD. A FLOOD STUDY WAS NOT CONDUCTED ON THE PROPERTY. 6. THE USE OF THE WORD CERTIFY OR CERTIFICATION ON THIS DOCUMENT ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. 7. ALL REFERENCES TO RECORD DATA (RECORD=***) INDICATE INFORMATION AS CITED IN VOL. 522, PG. 455, D.R. 8. THE FOREGOING MAP AND SURVEY ON WHICH IT IS BASED IS ACCOMPANIED BY AND A PART OF SEPARATE METES AND BOUND DESCRIPTION OF THE SUBJECT TRACT. I DO HEREBY CERTIFY THAT THE PROPERTY DESCRIBED HEREIN WAS DETERMINED BY A SURVEY MADE ON THE GROUND UNDER THE DIRECT SUPERVISION OF M. STEPHEN TRUESDALE, L.S.L.S., R.P.L.S. NO. 4933, NOW RETIRED, IN JUNE AND JULY 2019, AND APRIL, 2025, UNDER MY DIRECT SUPERVISION. INLAND GEODETICS l MIGUEL A. ESCOBAR, L.S.L.S., R.P.L.S. TEXAS REG. NO. 5630 1504 CHISHOLM TRAIL RD. #103 ROUND ROCK, TX 78681 TBPELS FIRM NO. 10059100 PARCEL PLAT , F I GJ.�O�' • faF�.�IS� MIGUELANGELESCOBAR ..................... 5630 PROJECT NO.: AFE-002 SHOWING PROPERTY OF INLAND GEODE 1CS TEXAS CRUSHED STONE COMPANY Lan d Surveyors 05 /28 /2025 PARCEL 2 0.5753 ACRES 25,060 Sq. Ft. SCALE PROJECT COUNTY 1 " = 100' R.M 2243 WILLIAMSON PAGE 5 OF 5 C- \ A(_I ITDDC_C TCI nC\ CAA �' An \ A — —....— n r -....-. 1 — County: Williamson 05-28-2025 Parcel: 3, Part 1 Texas Crushed Stone Company Page 1 of 5 Highway: R.M. 2243 EXHIBIT PROPERTY DESCRIPTION DESCRIPTION OF A 0.7461 ACRE (32,502 SQUARE FOOT) PARCEL OF LAND SITUATED IN THE JOSEPH THOMPSON SURVEY, ABSTRACT NO. 608, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THE REMAINDER OF THAT CALLED 895.98 ACRE TRACT OF LAND DESCRIBED IN A DEED TO TEXAS CRUSHED STONE COMPANY RECORDED IN DOCUMENT NO. 2011013402, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.7461 ACRE (32,502 SQUARE FOOT) PARCEL OF LAND BEING SURVEYED ON THE GROUND IN JUNE AND JULY, 2019, UNDER THE DIRECT SUPERVISION OF M. STEPHEN TRUESDALE, LSLS, RPLS, NOW RETIRED AND IN THE MONTH OF APRIL, 2025, UNDER THE DIRECT SUPERVISION OF MIGUEL A. ESCOBAR, LSLS, RPLS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set on the proposed southerly right-of-way (ROW) of Leander Road (R.M. 2243) being 99.67 feet right of R.M. 2243 Baseline Station 2476+39.59, (Grid Coordinates determined as N=10,194,563.40, E=3,120,950.11), at its intersection with the existing westerly ROW line of Southwest Bypass (ROW width varies), for the southeast corner and POINT OF BEGINNING of the herein described parcel, from which point a 1/2-inch iron rod stamped "INLAND 4933" found on said westerly ROW line of said Southwest Bypass bears along a curve to the left, having a radius of 3,500.00 feet, a delta angle of 16°23'25", an arc length of 1,001.23 feet, and a chord which bears S 38°37'48" E, a distance of 997.82 feet; THENCE, with the proposed southerly ROW line of said Leander Road (R.M. 2243), over and across the remainder of said 895.98 acre tract, the following three (3) courses: 1) N 74050'21" W, a distance of 22.89 feet to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 83.86 feet right of R.M. 2243 Baseline Station 2476+23.20, for an angle point of the herein described parcel; 2) S 71°53'59" W, a distance of 151.18 feet to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 57.76 feet right of R.M. 2243 Baseline Station 2474+75.39, for an angle point of the herein described parcel; 3) S 60°59'08" W, a distance of 267.08 feet to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 67.04 feet right of R.M. 2243 Baseline Station 2472+08.67, on the easterly boundary line of that called 396.40 acre tract of land described in a Deed to Texas Crushed Stone Company recorded in Volume 522, Page 455, of the Deed Records of Williamson County, Texas, same line being the westerly boundary line of the remainder of said 895.98 acre tract, for the southwesterly corner of the herein described parcel; 4) THENCE, N 20°55'52" W, with the common boundary line of said 396.40 acre tract and the remainder of said 895.98 acre tract, a distance of 60.44 feet to a calculated point, on the existing southerly ROW line of said Leander Road (R.M. 2243) (ROW width varies), for the northeasterly corner of said 396.40 acre tract, same point being the northwesterly corner of the remainder of said 895.98 acre tract, for the northwesterly corner of the herein described parcel, from which point a 40D Nail found in fence base bears S 76°55'46" E, a distance of 2.70 feet; 1504 Chisholm Trail Rd #103 n Round Rock, TX 78681 I TBPELS Firm No. 10059100 INLAND GEODETICS 512-238-1200 office County: Williamson Parcel: 3, Part 1 Texas Crushed Stone Company Highway: R.M. 2243 05-28-2025 Page 2 of 5 THENCE, with said existing southerly ROW line of Leander Road (R.M. 2243), same line being the northerly boundary line of the remainder of said 895.98 acre tract, the following three (3) courses: 5) N 57°37'08" E, a distance of 15.00 feet, to a calculated point at the beginning of a curve to the right, from which a TxDot Type I concrete monument found bears S 21°46'50" W, a distance of 1.35 feet; 6) With said curve to the right, having a radius of 11,419.16 feet, a delta angle of 01°57'00", an arc length of 388.64 feet, and a chord which bears N 58"35'38" E, a distance of 388.62 feet to a calculated point of tangency and from which a TxDot Type I concrete monument found bears S 24°14'49" W, a distance of 1.17 feet; 7) N 59°34'08" E, a distance of 19.40 feet, to a 1/2-inch iron rod stamped "INLAND 4933" found, on the existing westerly ROW line of said Southwest Bypass, for the northeasterly corner of the herein described parcel; 8) THENCE, departing the existing southerly ROW line of said Leander Road (R.M. 2243), with said existing westerly ROW line of Southwest Bypass, along a curve to the left, having a radius of 3,500.00 feet, a delta angle of 01°59'50", an arc length of 122.00 feet, and a chord which bears S 29°23'32" E, a distance of 122.00 feet to the POINT OF BEGINNING, containing 0.7461 acres (32,502 square feet) of land, more or less, within these metes and bounds. Bearings are based on the Texas Coordinate System of 1983, Central Zone (NAD_83 (2011)). All distances are surface values represented in U.S. Survey Feet based on a Grid -to -Surface Combined Adjustment Factor of 1.00014. The foregoing metes and bounds description, and survey on which it was based, is accompanied by and a part of a survey map of the subject tract. THE STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON § That I, Miguel A. Escobar, a Registered Professional Land Surveyor, do hereby certify that the above description and the accompanying sketch is true and correct to the best of my knowledge and belief and the property described herein was determined by a survey made on the ground during the months of June and July, 2019, under the direct supervision of M. Stephen Truesdale, LSLS, RPLS No. 4933, now retired, and during the month of April, 2025, under my direct supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas on this 28th of May, 2025, A.D. INLAND GEODETICS �E OF T �P.•''si '' q Mig A. Escobar, L.S.L.S., R.P.L.S. EL ES Texas Reg. No. 5630 ..................... 5630 1504 Chisholm Trail Rd #103 O_Ess'°`:PQ qN� Round Rock, TX 78681 SUR�� TBPELS Firm No. 10059100 Project No: AFE-002 S:\AGUIRRE-FIELDS\FM 2243\5-Descriptions-Reports\PARCEL 3-PART 1-TEXAS-CRUSHED-STONE.clocx 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 TBPELS Firm No. 10059100 INLAND GEQDETICS 512-238-1200 office PLAT TO ACCOMPANY PARCEL DESCRIPTION NUMBER RADIUS DELTA LENGTH CHORD BEARING CHORD Cl 11.419.16* 01'57'00" 388.64' N58'35'38"E 388.62' C2 3.500.00' 01'59'50" 122.00' S29'23'32"E 122.00' C3 3.500.00' 18-25'54" 1,125.92' S37'36'34" E 1.121.07' C4 3.500.00' 16'23'25" 1.001.23' S38'37'48"E 997.82' NO. DIRECTION DISTANCE L1 N74'50'21 "W 22.89' L2 N20'55'52"W 60.44' L3 N57'37'08"E 15.00' L3 N60'E 4.9 VARAS L4 I N59-34'08" E 1 19.40' (STING R.O.W. SEE DETAIL "A" 2471+00.00 STA. 2472+08. 67 67.04' RT I I I TEXAS CRUSHED STONE COMPANY cn (CALLED 396. 40 AC.) VOL. 522, PG. 455 D.R.. I� O) Ip c I� I I IEXISTINC 50' 0' 50' 100 SCALE 1" = 100 EXISTING R.O.W. LEANDER RD. R.M. 243 SEE DETAIL "B" (R.O.W. WID H VARIES( _ 2475+00.00 _ 2476+ 1 0 R.M. 2243 BASELINE PART 1 - NO BUILDINGS - PROPOSED R.O.W. 3 32,5026SQ.C- v S60'59'08"W 267.08' S71• STA. 2474*75.39 53'Sg•.w 151.18' 57.76' RT STA. 2476+23. 20 83. 86' RT DETAIL "A" N. T. S. R.M. 2243 TEXAS CRUSHED STONE COMPANY (REMAINDER OF 895.98 AC.) DOC. NO. 2011013402 O.P.R. U 30SEPH THOMPSON ABSTRACT 60B W S21'46'50"W I 396.40 AC. 1.35' S76'55'46"E cq 2.70' J (REMAINDER 0� 895.98 AC.) 0 DETAIL "B" c� N. T. S. p Ln X w R.M. 2243 L4 INLAND 4933" EXISTING R.O.W• I- 524'14'49"W 3 NN 1.17' 30 (REMAINDER OF N =a 895.98 AC. ) u �r _z �m ~ N)U) ------PROJECT NO.: AFE-002 PARCEL PLAT SHOWING PROPERTY OF INLAND GEODE 1CS TEXAS CRUSHED STONE COMPANY Land Sur SCALE PROJECT COUNTY 1 " = 100,1 R.M 2243 WILLIAMSON 2477+00.00 mi STA. 2476+39. 59 99.67' RT GRID COORDINATES: N= 10, 1 94, 563. 40 E=3,120,950.11 0 z o Q p"� EL_ ww�� >_ m 0 U U z 01- 30 t/1• c��N¢ oLnO •z° �5 >_�n p 7" "u O on "INLAND 4933" \ 05/28/2025 PARCEL 3 PART 1 0.7461 ACRES 32,502 Sq. Ft, PAGE 3 OF 5 S:\AGUIRRE-FIELDS\FM 2243\4 -Drawings\4.5 -PARCELS\PARCEL 3-PTI-TCS.dgn L. i . 1: 1 1 PLAT TO ACCOMPANY PARCEL DESCRIPTION TEXAN TITLE INSURANCE COMPANY GF NO.: GT2403006 EFF. DATE: MAY 5, 2025 ISS. DATE: MAY 20, 2025 SCHEDULE B 1. INTENTIONALLY DELETED. 10a. EASEMENT DATED AUGUST 26, 1941, TO TEXAS POWER & LIGHT COMPANY, RECORDED IN VOLUME 309, PAGE 396, DEED RECORDS, WILLIAMSON COUNTY, TEXAS. (IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY.) 10b. EASEMENT DATED MAY 23, 1946, TO LOWER COLORADO RIVER AUTHORITY, RECORDED IN VOLUME 336, PAGE 48, DEED RECORDS, WILLIAMSON COUNTY, TEXAS. (IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY.) 10c. EASEMENT DATED NOVEMBER 18, 1974, TO LOWER COLORADO RIVER AUTHORITY, RECORDED IN VOLUME 603, PAGE 314, DEED RECORDS, WILLIAMSON COUNTY, TEXAS. (IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY.) 10d. TERMS, CONDITIONS, AND STIPULATIONS OF EASEMENT DATED SEPTEMBER 11, 1981, TO SEMINOLE PIPELINE COMPANY, RECORDED IN VOLUME 851, PAGE 815, DEED RECORDS, WILLIAMSON COUNTY, TEXAS. (IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY OF PARCEL 3, PART 1.) 1Oe. EASEMENT DATED DECEMBER 11, 1992, TO LOWER COLORADO RIVER AUTHORITY, RECORDED IN VOLUME 2253, PAGE 131, DEED RECORDS, WILLIAMSON COUNTY, TEXAS. (IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY.) 10f. EASEMENT DATED DECEMBER 11, 1992, TO LOWER COLORADO RIVER AUTHORITY, RECORDED IN VOLUME 2253, PAGE 177, DEED RECORDS, WILLIAMSON COUNTY, TEXAS. (IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY.) 10g. NOT A SURVEY MATTER, 10h. EASEMENT DATED JULY 31, 2017, TO ENTERPRISE CRUDE PIPELINE LLC, RECORDED UNDER DOCUMENT NO. 2017070342, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS. (IT IS NOT ON, OR DOES NOT TOUCH THE SURVEYED PROPERTY OF PARCEL 3, PART 1.) 1Oi, NOT A SURVEY MATTER. 10j. NOT A SURVEY MATTER. 10k. RIGHTS OF PARTIES IN POSSESSION. 101. SUBJECT TO ANY VISIBLE OR APPARENT EASEMENT(S) OVER, UNDER OR ACROSS SUBJECT PROPERTY. 10m. NOT A SURVEY MATTER. 10n. NOT A SURVEY MATTER. 10o. "ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE SURVEY OF THE LAND." PROJECT NO.: AFE-002 05/28/2025 PARCEL PLAT SHOWING PROPERTY OF FLmo%, PARCEL 3 INLAND GEODETICS TEXAS CRUSHED STONE COMPANY PART 1 I-a--n-3 Surveyors 0.7461 ACRES SCALE PROJECT COUNTY 32,502 Sq. Ft. 1 " = 100' R.M 2243 WILLIAMSON PAGE 4 OF 5 S:\AGUIRRE—FIELDS\FM 2243\4—Drawinas\4.5 —PARCELS\PARCEL 3—PTI—TCS.dan C Arl101 1 LEGEND PLAT TO ACCOMPANY PARCEL DESCRIPTION ❑O TYPE II CONCRETE MON FOUND COTTON GIN SPINDLE FOUND R PROPERTY LINE ( ) RECORD INFORMATION ❑ %p" IRON ROD W/ ALUMINUM CAP LINE BREAK STAMPED "DIAMOND" FOUND IV DENOTES COMMON OWNERSHIP ® 40D IN FENCE BASE P.O.B. POINT OF BEGINNING • �/p" IRON ROD FOUND UNLESS NOTED N.T.S. NOT TO SCALE O /z" IRON ROD FOUND W/PLASTIC CAP D.R. DEED RECORDS WILLIAMSON COUNTY, TEXAS A CALCULATED POINT O.R. OFFICIAL RECORDS Q /z" IRON ROD W/ ALUMINUM CAP WILLIAMSON COUNTY, TEXAS O.P.R. OFFICIAL PUBLIC RECORDS STAMPED "COG ROW" SET WILLIAMSON COUNTY, TEXAS (UNLESS NOTED OTHERWISE) P.R. PLAT RECORDS TYPE I CONCRETE MON FOUND WILLIAMSON COUNTY, TEXAS NOTES: 1. BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM OF 1983, CENTRAL ZONE NAD83 (2011). ALL DISTANCES SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S. SURVEY FEET BASED ON A GRID -TO -SURFACE COMBINED ADJUSTMENT FACTOR OF 1.00014, 2. REFERENCE IS HEREBY MADE TO THAT CERTAIN TITLE COMMITMENT (THE "TITLE COMMITMENT") ISSUED BY TEXAN TITLE INSURANCE COMPANY, UNDER GF NO. 2403006, EFFECTIVE MAY 5, 2025, ISSUED MAY 20, 2025. THE EASEMENTS AND RESTRICTIONS LISTED ON SCHEDULE B OF THE TITLE COMMITMENT WERE REVIEWED BY THE SURVEYOR AND ARE SHOWN HEREON. SURVEYOR HAS RELIED UPON THE TITLE COMMITMENT AND MADE NO INDEPENDENT INQUIRY AS TO EASEMENTS AND RESTRICTIONS AFFECTING THE PROPERTY, OTHER THAN VISIBLE AND APPARENT EASEMENTS NOTED BY SURVEYOR DURING THE PREPARATION OF THE SURVEY AND REFLECTED HEREON. 3. THE SYMBOLS REFLECTED IN THE LEGEND AND ON THIS SURVEY MAY HAVE BEEN ENLARGED FOR CLARITY. THE SYMBOLS HAVE BEEN PLOTTED AT THE CENTER OF THE FIELD LOCATION AND MAY NOT REPRESENT THE ACTUAL SIZE OR SHAPE OF THE FEATURE. 4. UTILITY INFORMATION SHOWN HEREON CONSTITUTES FIELD RECOVERY OF OBSERVED EVIDENCE OF UTILITIES. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES, SUCH AS ELECTRICAL, TELEPHONE, CABLE TV AND PIPELINES, MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. FOR INFORMATION REGARDING BURIED UTILITIES/STRUCTURES OR BEFORE ANY EXCAVATION IS BEGUN, CONTACT THE APPROPRIATE AGENCIES FOR VERIFICATION OF UTILITY TYPE AND FOR FIELD LOCATION. 5. BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE X (NOT SHADED) - AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48491CO480F, THAT BEARS AN EFFECTIVE/REVISED DATE OF 12/20/2019. THE SURVEYOR MAKES NO ASSURANCE AS TO THE ACCURACY OF THE DELINEATIONS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP. THIS STATEMENT IS FOR INSURANCE PURPOSES ONLY AND IS NOT AN OPINION THAT THE PROPERTY WILL OR WILL NOT FLOOD. A FLOOD STUDY WAS NOT CONDUCTED ON THE PROPERTY. 6. THE USE OF THE WORD CERTIFY OR CERTIFICATION ON THIS DOCUMENT ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. 7. ALL REFERENCES TO RECORD DATA (RECORD=***) INDICATE INFORMATION AS CITED IN DOC. NO. 2011013402, O.P.R. 8. THE FOREGOING MAP AND SURVEY ON WHICH IT IS BASED IS ACCOMPANIED BY AND A PART OF SEPARATE METES AND BOUND DESCRIPTION OF THE SUBJECT TRACT. I DO HEREBY CERTIFY THAT THE PROPERTY DESCRIBED HEREIN WAS DETERMINED BY A SURVEY MADE ON THE GROUND UNDER THE DIRECT SUPERVISION OF M. STEPHEN TRUESDALE, L.S.L.S., R.P.L.S. NO. 4933, NOW RETIRED, IN JUNE & JULY 2019, AND APRIL, 2025, UNDER MY � OF �c DIRECT SUPERVISION. / �•�P: � 1r INLAND GEODETICS 0-1 Ole MIGUEL A. ESCOBAR, L.S.L.S., R.P.L.S. TEXAS REG. NO. 5630 1504 CHISHOLM TRAIL RD. #103 ROUND ROCK, TX 78681 TBPELS FIRM NO. 10059100 PARCEL PLAT MIGUEL ANGEL ESCOBAR .................. ..5.. v•,. 630 PROJECT NO.: AFE-002 SHOWING PROPERTY OF INLAND GEODETICS TEXAS CRUSHED STONE COMPANY Lan d Surveyors SCALE PROJECT COUNTY 1" = 100'l R.M 2243 WILLIAMSON 05 /28 /2025 PARCEL 3 PART 1 0.7461 ACRES 32,502 Sq. Ft. PAGE 5 OF 5 S:\AGUIRRE—FIELDS\FM 2243\4 —Drawings\4.5 —PARCELS\PARCEL 3—PTI—TCS.dgn County: Williamson 05-28-2025 Parcel: 3, Part 2 Texas Crushed Stone Company Page 1 of 5 Highway: R.M. 2243 EXHIBIT PROPERTY DESCRIPTION DESCRIPTION OF A 1.312 ACRE (57,140 SQUARE FOOT) PARCEL OF LAND SITUATED IN THE JOSEPH THOMPSON SURVEY, ABSTRACT NO. 608, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THE REMAINDER OF THAT CALLED 895.98 ACRE TRACT OF LAND DESCRIBED IN A DEED TO TEXAS CRUSHED STONE COMPANY RECORDED IN DOCUMENT NO. 2011013402, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 1.312 ACRE (57,140 SQUARE FOOT) PARCEL OF LAND BEING SURVEYED ON THE GROUND IN JUNE AND JULY 2019, UNDER THE DIRECT SUPERVISION OF M. STEPHEN TRUESDALE, LSLS, RPLS, NOW RETIRED, AND APRIL, 2025, UNDER THE DIRECT SUPERVISION OF MIGUEL A. ESCOBAR, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set on the proposed southerly right-of-way (ROW) of Leander Road (R.M. 2243) being 116.36 feet right of R.M. 2243 Baseline Station 2482+13.22 (Grid Coordinates determined as N=10,194,837.45, E=3,121,458.97), at its intersection with the existing easterly ROW line of Southwest Bypass (ROW width varies), for the southwest corner and POINT OF BEGINNING of the herein described parcel, from which point a 1/2-inch iron rod stamped "INLAND 4933" found, on said easterly ROW line of Southwest Bypass bears S 30°26'23" E, a distance of 327.20 feet; 1) THENCE, N 30°26'23" W, with said easterly ROW line of Southwest Bypass, a distance of 143.43 feet to a 1/2-inch iron rod stamped "INLAND 4933" found, on the existing southerly ROW line of Leander Road (R.M. 2243) (ROW width varies), for the northwesterly corner of the herein described parcel; 2) THENCE, N 59°34'08" E, with said existing southerly ROW line of Leander Road (R.M. 2243), with the northerly boundary line of the remainder of said 895.98 acre tract, at a distance of 783.21 feet pass a TxDOT Type I concrete monument found 0.37 feet right of line, and continuing for a total distance of 827.05 feet to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 25.24 feet right of R.M. 2243 Baseline Station 2490+41.47, for the northeasterly corner of the herein described parcel, from which point a TxDOT Type I concrete monument found bears N 59°34'08" E, with said southerly ROW line of Leander Road, a distance of 1,294.88 feet; THENCE, departing said existing southerly ROW line of Leander Road (R.M. 2243), with the proposed southerly ROW line of Leander Road (R.M. 2243), over and across the remainder of said 895.98 acre tract, the following five (5) courses: 3) S 30°25'52" E, a distance of 22.60 feet to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 47.79 feet right of R.M. 2243 Baseline Station 2490+40.00, for the southeasterly corner of the herein described parcel; 4) S 54°18'36" W, a distance of 138.53 feet, to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 49.46 feet right of R.M. 2243 Baseline Station 2489+00.03, for an interior ell corner of the herein described parcel; 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 TBPELS Firm No. 10059100 INLAND �i , , ICS 512-238-1200 office vi � County: Williamson Parcel: 3, Part 2 Texas Crushed Stone Company Highway: R.M. 2243 05-28-2025 Page 2 of 5 5) S 35°41'24" E, a distance of 9.54 feet, to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 59.00 feet right of R.M. 2243 Baseline Station 2489+00.00, for an exterior ell corner of the herein described parcel; 6) S 54"22'35" W, a distance of 656.71 feet, to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 77.54 feet right of R.M. 2243 Baseline Station 2482+49.03, for angle point of the herein described parcel; 7) S 12°05'27" W, a distance of 53.18 feet to the POINT OF BEGINNING, containing 1.312 acres (57,140 square feet) of land, more or less, within these metes and bounds. Bearings are based on the Texas Coordinate System of 1983, Central Zone (NAD_83 (2011)). All distances are surface values represented in U.S. Survey Feet based on a Grid -to -Surface Combined Adjustment Factor of 1.00014. The foregoing metes and bounds description, and survey on which it was based, is accompanied by and a part of a survey map of the subject tract. THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, Miguel A. Escobar, a Registered Professional Land Surveyor, do hereby certify that the above description and the accompanying sketch is true and correct to the best of my knowledge and belief and the property described herein was determined by a survey made on the ground during the months of June and July, 2019, under the direct supervision of M. Stephen Truesdale, LSLS, RPLS No. 4933, now retired, and April, 2025, under my direct supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas on this 28th of May, 2025, A.D. INLAND GEODETICS Miguel A. Escobar, L.S.L.S., R.P.L.S. Texas Reg. No. 5630 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 TBPELS Firm No. 10059100 Project No: AFE-002 `OFF - �Eo. s r ..:...............:.. ...... ANGELESC.. i ��..5630...� �(9N F&SS ;°, ' *S6P., 5:\AGUIRRE-FIELDS\FM 2243\5-Descriptions-Reports\PARCEL 3-PART 2-TEXAS-CRUSHED-STONE.doa Chisholm #103 n Round Round Rock, TX 78681 TBPELS Firm No. 10059100 INLAND GEODETICS 512-238-1200 office i a° d 5 y o.: 0 o Ln (N N� O o I / LLJ 0N C) -� NLLI v0 Qw a —v' CD 00 N NMO�UENOo o 0O Q W MQ T aL Ln V) ,� o a z �°r pN(°It r,00 o deb i° �d)� °y W N - 't O PI) - N r �o or v sd dd�p J �O�i1NO) _ Q�o� oo�°ti �p� fy,� °o �Nc`ni)c`�ninz 0 vvo vS +ON a N Or Z V N N Q J v v p J J tO J J LO J 7 Q N J_ N Z O J Q � w � o L 3 V) of w ? 0 ++ V) 7 Go, 0 � �/ N O cr lJ-- 0 r) F 00 U-) 00 I Z L, O Q^ O- 0001 Z(9 Q 11 f 1 OHO 0 v� . �?vLY�j O + v w N O F_ i A o o Q QO vv 0 0C-� O� O coz WaV) G ( a`! 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W L7�zz �MQ000 Li LLJ W C, m IY �QO N ¢�ar- Q l7� N U m x v 0•❑ ®•O 4 O ■ `� Zo �a o a � u}Wz� F oo F-0 G o m0-m W \ C) z 0 v c Ll Z }m 0 Z 0 d O Y w O Y z c LLJ= U G zzV)�v0) U a�=w� U Zcd J a LLJ —jw 2�m(rF- 0 LJLINUOJ LL, R LLJ U Z Z Olw-a3w ¢ OXO=d O �w�om J UL, n0m � _0Ln Z0 Z �F-[If F- a V County: Williamson 05/28/2025 Parcel: 3, Part 3 Texas Crushed Stone Company Page 1 of 7 Highway: R.M. 2243 EXHIBIT PROPERTY DESCRIPTION DESCRIPTION OF A 0.5357 ACRE (23,336 SQUARE FOOT) PARCEL OF LAND SITUATED IN THE JOSEPH THOMPSON SURVEY, ABSTRACT NO. 608, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THE REMAINDER OF THAT CALLED 895.98 ACRE TRACT OF LAND DESCRIBED IN A DEED TO TEXAS CRUSHED STONE COMPANY RECORDED IN DOCUMENT NO. 2011013402, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.5357 ACRE (23,336 SQUARE FOOT) PARCEL OF LAND BEING SURVEYED ON THE GROUND IN JUNE AND JULY 2019, UNDER THE DIRECT SUPERVISION OF M. STEPHEN TRUESDALE, LSLS, RPLS, NOW RETIRED, AND APRIL, 2025, UNDER THE DIRECT SUPERVISION OF MIGUEL A. ESCOBAR, LSLS, RPLS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 79.78 feet right of R.M. 2243 Baseline Station 517+82.42 (Grid Coordinates determined as N=10,197,078.51, E=3,124,233.28), in the easterly boundary line of the remainder of said 895.98 acre tract, same line being the westerly boundary line of that called 42.5 acre tract of land described in a Warranty Deed with Vendor's Lien to The Trustees of the Georgetown Independent School District recorded in Volume 765, Page 213, of the Deed Records of Williamson County, Texas, and for the southeast corner and POINT OF BEGINNING of the herein described parcel, from which point a 3/8-inch iron rod found (bent) being the southwesterly corner of said 42.5 acre tract of land bears S 21°29'12" E, a distance of 788.90 feet, and S 20°37'40" E, a distance of 112.96 feet; THENCE, with the proposed southerly ROW line of said Leander Road (R.M. 2243), over and across of the remainder of said 895.98 acre tract, the following nine (9) courses: 1) S 39°34'01" W, a distance of 82.42 feet to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 79.19 feet right of R.M. 2243 Baseline Station 517+00.00, for an exterior ell corner of the herein described parcel; 2) N 50°50'30" W, a distance of 23.16 feet to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 56.03 feet right of R.M. 2243 Baseline Station 517+00.00, for an interior ell corner of the herein described parcel; 3) S 39034'01" W, a distance of 200.01 feet to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 54.60 feet right of R.M. 2243 Baseline Station 515+00.00, for an exterior ell corner of the herein described parcel; 4) N 50°50'30" W, a distance of 3.85 feet to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 50.75 feet right of R.M. 2243 Baseline Station 515+00.00, for an interior ell corner of the herein described parcel; 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 TBPELS Firm No. 10059100 INLAND GEODETQ 512-238-1200 office v` County: Williamson Parcel: 3, Part 3 Texas Crushed Stone Company Highway: R.M. 2243 05/28/2025 Page 2 of 7 5) S 38°08'08" W, a distance of 399.03 feet to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 57.87 feet right of R.M. 2243 Baseline Station 511+01.03, for an exterior ell corner of the herein described parcel; 6) N 51"51'52" W, a distance of 8.00 feet to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 49.88 feet right of R.M. 2243 Baseline Station 511+00.89, for an interior ell corner of the herein described parcel; 7) S 38°08'08" W, a distance of 228.45 feet to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 54.00 feet right of R.M. 2243 Baseline Station 508+72.87, for the beginning of a curve to the right; 8) With said curve to the right, having a radius of 1,484.39 feet, a delta angle of 006°54'25", an arc length of 178.94 feet, and a chord which bears S 41°35'21" W, a distance of 178.83 feet to a 1/2- inch iron rod with aluminum cap stamped "COG ROW" set being 57.38 feet right of R.M. 2243 Baseline Station 507+00.00, for the southeasterly corner of the herein described parcel; 9) N 44057'27" W, a distance of 12.00 feet to a 1/2-inch iron rod with aluminum cap stamped "COG ROW" set being 45.38 feet right of R.M. 2243 Baseline Station 506+99.85, said point being on the existing southerly ROW line of Leander Rd. (R.M. 2243), same line being the northerly boundary line of the remainder of said 895.98 acre tract, for the southwesterly corner of the herein described parcel, from which point a TxDOT Type I concrete monument found bears with a curve to the right, having a radius of 1,472.39 feet, a delta angle of 014°31'35", an arc length of 373.30 feet, and a chord which bears S 52°18'21" W, a distance of 372.30 feet; THENCE, with said existing southerly ROW line of Leander Rd, (R.M. 2243), and said northerly boundary line of the remainder of 895.98 acre tract, the following two (2) courses: 10) With a curve to the left, having a radius of 1,472.39 feet, a delta angle of 006°54'25", an arc length of 177.49 feet, and a chord which bears N 41°35'21" E, a distance of 177.39 feet to a calculated point of tangency of the herein described parcel; 11) N 38°08'08" E, a distance of 941.03 feet to a calculated point, for the northwesterly corner of that certain called 0.761 acre (Parcel 1) tract of land described in Volume 1362, Page 343, of the Official Records of Williamson County, Texas, and for the northeasterly corner of the herein described parcel, from which point a TxDOT Type II concrete monument found bears N 23°22'15" W, a distance of 0.84 feet; 1504 Chisholm Trail Rd #103 1 — l Round Rock, TX 78681 TBPELS Firm No. 10059100 INLAND MDETICS 512-238-1200 office v 1 County: Williamson Parcel: 3, Part 3 Texas Crushed Stone Company Highway: R.M.2243 05/28/2025 Page 3 of 7 12) THENCE, S 21°29'12" E, with said existing southerly ROW line of Leander Road (R.M. 2243), with the common boundary line of the remainder of said 895.98 acre tract and said 0.761 acre tract, at a distance of 23.18 feet, pass a calculated point for the southwesterly corner of said 0.761 acre tract, from which point, a TxDOT Type II concrete monument bears N 28°48'12" W, a distance of 0.65 feet, and continuing with the easterly boundary line of said remainder of 895.98 acre tract, same line being the westerly boundary line of the aforementioned 42.5 acre tract, for a total distance of 62.66 feet to the POINT OF BEGINNING, containing 0.5357 acres (23,336 square feet) of land, more or less, within these metes and bounds. Bearings are based on the Texas Coordinate System of 1983, Central Zone (NAD_83 (2011)). All distances are surface values represented in U.S. Survey Feet based on a Grid -to -Surface Combined Adjustment Factor of 1.00014. The foregoing metes and bounds description, and survey on which it was based, is accompanied by and a part of a survey map of the subject tract. THE STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON § That I, Miguel A. Escobar, a Registered Professional Land Surveyor, do hereby certify that the above description and the accompanying sketch is true and correct to the best of my knowledge and belief and the property described herein was determined by a survey made on the ground during the months of June and July, 2019, under the direct supervision of M. Stephen Truesdale, LSLS, RPLS No. 4933, now retired, and April, 2025, under my direct supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas on this 28th of May, 2025, A.D. INLAND GEODETICS sCC11�G.-UU6C OFGEL ESCOBAR .........V. Miguel A. Escobar, L.S.L.S., R.P.L.S.630Texas Reg. No. 5630ss°� o� 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 TBPELS Firm No. 10059100 Project No: AFE-002 S:\AGUIRRE-FIELDS\FM 2243\5-Descriptions-Reports\PARCEL 3-PART 3-TEXAS-CRUSHED-STONE-REV.docx 1504 Chisholm Trail Rd #103 (� Round Rock, TX 78681 I �• TBPELS Firm No. 10059100 INLAND GEODETIC 512-238-1200 office - . -- (\j H if) 00 Ln Q � v a. N uJ N � LLJ � O Q z ao O d O J W OD m O r) Z N J U La- O + r� N �=w Lnr`"1 a� W r o ti a� , w = NU-N uN U Q' I-- a a °° w �Lti , wQ Q `nM a- 11-1 Ln O Q w�aI V3w1L'i 0 Z`ICr]N< w ..� Lli1%L~ad Ow F- 2 a Q a_ LO ¢ mNr`0ZLLJ 0Lnd a_ ON Ow 0Np w -�0vO0 p m r-GO OOCC` Vu m�V- 1. o � I o 1wSJ �W�a6 -�oN FOv> m z 806 w O BQ 00 )o ! a 1S3M d00M2i0N g Ln� 3, �� °6 w � Q 00 /Sl J J Z l 62�N,�� v J ' o� [03A�w Za �wc�O 3/ 3NIlH31bW'- /13NIlHO1VW _ b 133HS S 133HS 3 3 oN v II � II I ZN Nj I �I �ao ZLLJ 3 a0 N 0_ � II I wo� X O r CO N a w a . 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C CL F- = Q _ = J = C fl o U Z Z �-+ W J w J L, J Q J _ u } O N H O N N Q N F- Z} !r W �-+ W O o W �--� W �-+ W'-' J;- H> W Q z (n CE (T 0 d L� W F O�Lnv \\ \�?� d�JOa zo�o�o�a� �F WO 0- Ln �> J LO J m vim F-u) Ln > ��Q�Oo �� Ln < Ln ❑��❑ ®•O4O ■�'ZC; wQ Zw ~ N a Z o O wO a Um� m w mood~z Z� z0V) 0 wZ0Y� g c u mpOLd CEF OW C7=UCE J m CEz Ln�U C7 Q�=of LL ?J w- >Ww S� CE CE CE p LJ � 0 p (Jn C Z z < o�a3p Q �xo�a pwm0wLo0m -0LnZM F--0'H County: Williamson 06-05-2024 Parcel: 4, Part 1 & 2, Lamy, 2243, LTD Page 1 of 6 Highway: Leander Rd. (R.M. 2243) EXHIBIT PROPERTY DESCRIPTION DESCRIPTION OF A 0.0490 ACRE (2,134 SQUARE FOOT) PARCEL OF LAND SITUATED IN THE JOSEPH THOMPSON SURVEY, ABSTRACT NO. 608, IN WILLIAMSON COUNTY, TEXAS, COMPRISED OF A PORTION OF THAT CALLED 1.248 ACRE TRACT OF LAND DESCRIBED IN A SPECIAL WARRANTY DEED TO LAMY 2243, LTD. RECORDED IN DOCUMENT NO. 2023048610, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, (O.P.R.W.C.T.), AND A PORTION OF THE REMAINDER OF THAT CALLED 68.080 ACRE TRACT OF LAND DESCRIBED IN A SPECIAL WARRANTY DEED TO LAMY 2243, LTD. RECORDED IN DOCUMENT NO. 2013028282 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, O.P.R.W.C.T., SAID 0.0490 (2,134 SQ. FT.) AND SAID 0.0000 ACRE (1.77 SQ. FT.) PARCELS BEING SURVEYED ON THE GROUND IN JUNE AND JULY 2019, UNDER THE DIRECT SUPERVISION OF M. STEPHEN TRUESDALE, LSLS, RPLS, (NOW RETIRED) AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: PARCEL 4 PART 1, 0.0490 OF ONE ACRE (2,134 SQUARE FOOT) COMMENCING at a 5/8 inch iron rod with plastic cap stamped "Terra Firma" found being an ell corner in the boundary line of said 68.080 acre tract, same point being the northwesterly corner of said 1.248 acre tract; THENCE, S 15°45'21" E, with the common boundary line of said remainder of 68.080 acre tract and said 1.248 acre tract, a distance of 297.67 feet to a calculated point being the northerly boundary corner of the remainder portion of that called 1,048.20 acre tract of land (Tract 1) (cited 0.245 acre by Williamson County Appraisal District (WCAD)), recorded in Document No. 2005090431, O.P.R.W.C.T., and described in Volume 522, Page 451, of the Deed Records of Williamson County, Texas; THENCE, with the common boundary line of said remainder portion of the 1,048.20 acre tract and said 1.248 acre tract the following (2) two courses: S 26°09'58" E, a distance of 408.02 feet to a calculated point for the beginning of a curve to the right; Along said curve to the right, having a radius of 25.00 feet, a delta angle of 09°44'26", an arc length of 4.25 feet, and a chord which bears S 25°36'13" E, a distance of 4.24 feet to a 5/8 inch iron rod w/ aluminum cap stamped "COG ROW" set on the proposed northerly right-of-way (ROW) of Leander Road (R.M. 2243) (variable ROW width) being 107.22 feet left of R.M. 2243 Baseline Station 2486+78.55, (Grid Coordinates determined as N=10,195,277.95, E=3,121,728.33), for the northwest corner and POINT OF BEGINNING of the herein described parcel; 1) THENCE, N 59°34'08" E, with said proposed northerly ROW line of Leander Road (R.M. 2243), over and across said 1.248 acre tract, a distance of 90.72 feet to a 5/8 inch iron rod w/ aluminum cap stamped "COG ROW" set being 99.40 feet left of R.M. 2243 Baseline Station 2487+70.40 in the westerly boundary line of the remainder portion of that called 1,048.20 acre tract of land (Tract 1) (cited 4.759 acres by WCAD), described in Volume 522, Page 451, of the Deed Records of Williamson County, Texas, and the east boundary line of said 1.248 acre tract, for the northeast corner of the herein described parcel and the beginning of a non -tangent curve to the left; 2) THENCE, departing the proposed northerly ROW line of said Leander Road (R.M. 2243), with the common boundary line of said remainder portion of the 1,048.20 acre tract (WCAD 4.759 acres) and said 1.248 acre tract, along said curve to the left, having a radius of 25.00 feet, a delta angle of 73°24'11", an arc length of 32.03 feet, and a chord which bears S 76°56'55" E, a distance of 29.88 feet to a calculated point, on the existing northerly 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 TBPELS Firm No. 10059100 INLAND GEODETICS land Surveyors 512-238-1200 officeN,ry County: Williamson Parcel: 4, Part 1 & 2, Lamy, 2243, LTD Highway: Leander Rd. (R.M. 2243) 06-05-2024 Page 2 of 6 ROW line of Leander Road (R.M. 2243) (variable ROW width), being the common corner of said remainder portion of the 1,048.20 acre tract (WCAD 4.759 acre) and said 1.248 acre tract, for the southeasterly corner of the herein described parcel; 3) THENCE, S 59-23'55" W, with said existing north ROW line of Leander Road (R.M. 2243), and the south boundary line of said 1.248 acre tract, a distance of 127.33 feet to a broken cotton gin spindle found, being the easterly corner of said remainder of 68.080 acre tract, for the beginning of a curve to the right; 4) THENCE, departing said existing northerly ROW line of Leander Road, with the common boundary line of said remainder of 68.080 acre tract and said 1.248 acre tract, along said curve to the right, having a radius of 25.00 feet, a delta angle of 12°20'29", an arc length of 5.38 feet, and a chord which bears N 65°18'51" E, a distance of 5.37 feet to a calculated point in the south boundary line of said remainder portion of the 1,048.20 acre tract (WCAD 0.245 acre), for the southwesterly corner of the herein described parcel and the beginning of a non - tangent curve to the left; 5) THENCE, with the common boundary line of said remainder portion of the 1,048.20 acre tract (WCAD 0.245 acres) and said 1.248 acre tract, along said curve to the left, having a radius of 25.00 feet, a delta angle of 70°13'48", an arc length of 30.64 feet, and a chord which bears N 14°22'54" E, a distance of 28.76 feet to the POINT OF BEGINNING, containing 0.0490 acre (2,134 square feet) of land, more or less, within these metes and bounds. PARCEL 4 PART 2, 0.000 OF ONE ACRE (1.77 SQUARE FOOT) COMMENCING at a 1/2 inch iron rod with plastic cap stamped "Terra Firma" found being an ell corner in the boundary line of said remainder of 68.080 acre tract, same point being the northwesterly corner of said 1.248 acre t ra ct; THENCE, S 15°45'21" E, with the common boundary line of said remainder of 68.080 acre tract and said 1.248 acre tract, a distance of 297.67 feet to a calculated point; THENCE, with the common boundary line of the remainder portion of that called 1,048.20 acre tract of land (Tract 1) (cited 0.245 acre by Williamson County Appraisal District (WCAD)), described in Volume 522, Page 451, of the Deed Records of Williamson County, Texas, and said 1.248 acre tract the following (3) three courses: S 26°09'58" E, a distance of 408.02 feet to a calculated point for the beginning of a curve to the right; THENCE, along said curve to the right, having a radius of 25.00 feet, a delta angle of 09°44'26", an arc length of 4.24 feet, and a chord which bears S 25°36'13" E, a distance of 4.24 feet to a 5/8 inch iron rod w/ aluminum cap stamped "COG ROW" set on the proposed northerly right-of-way (ROW) line of Leander Road (R.M. 2243) (variable ROW width) being 107.22 feet left of R.M. 2243 Baseline Station 2486+78.55; THENCE, continuing along said curve to the right, having a radius of 25.00 feet, a delta angle of 70°13'48", an arc length of 30.64 feet, and a chord which bears S 14°22'54" W, a distance of 28.76 feet to a calculated point being 88.45 feet left of R.M. 2243 Baseline Station 2486+56.42, (Grid Coordinates determined as N=10,195,250.09, E=3,121,721.19), said point being the southwesterly corner of said 1.248 acre tract, same point being the northerly corner of said remainder of 68.080 acre tract, also being the southeasterly corner of that called 0.774 acre tract of land described in a Special Warranty Deed to A.C. Weir Properties, LTD. recorded in Document No. 2023048609, 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 TBPELS Firm No. 10059100 INLAND GEODETIU 512-236-1200 office County: Williamson 06-05-2024 Parcel: 4, Part 1 & 2, Lamy, 2243, LTD Page 3 of 6 Highway: Leander Rd. (R.M. 2243) O.P.R.W.C.T., for the POINT OF BEGINNING of the herein described parcel at the beginning of a non -tangent curve to the left; 1) THENCE, with the common boundary line of said 1.248 acre tract and said remainder portion of the 68.080 acre tract, along said curve to the left, having a radius of 25.00 feet, a delta angle of 12°20'29", an arc length of 5.38 feet, and a chord which bears N 65'18'51" E, a distance of 5.37 feet to a broken cotton gin spindle found on the existing northerly ROW line of Leander Road (R.M. 2243) (variable ROW width), for the southeast corner of the herein described parcel; 2) THENCE, 5 59°37'57" W, with said existing northerly ROW line of Leander Road (R.M. 2243) and the south boundary line of said remainder of the 68.080 acre tract, a distance of 9.60 feet to a calculated point in the southerly boundary line of said 0.774 acre tract, for the southwest corner of the herein described parcel and the beginning of a non -tangent curve to the left; 3) THENCE, with the common boundary line of said 0.774 acre tract and said portion of the remainder of the 68.08 acre tract, along said curve to the left, having a radius of 25.00 feet, a delta angle of 09°50'01", an arc length of 4.29 feet, and a chord which bears N 52'30'01" E, a distance of 4.29 feet to the POINT OF BEGINNING, containing 0.0000 acre (1.77 square feet) of land, more or less, within these metes and bounds. Bearings are based on the Texas Coordinate System of 1983, Central Zone NAD83 (2011). Coordinates shown hereon are grid values represented in U.S. Survey Feet. All distances shown hereon are surface values represented in U.S. Survey Feet based on a grid -to -surface Combined Adjustment Factor of 1.00014. This property description is accompanied by a separate parcel plat. The use of the word certify or certification on this document only constitutes an expression of professional opinion regarding those facts or findings which are the subject of the certification, and does not constitute a warranty or guarantee, either expressed or implied. I, Miguel A. Escobar, a Registered Professional Land Surveyor, do hereby certify that the above description and the accompanying sketch is true and correct to the best of my knowledge and belief and the property described herein was determined by a survey made on the ground between months of June & July, 2019, under the direct supervision of M. Stephen Truesdale, LSLS, RPLS No. 4933 (now retired). WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. Inland Geodetics Miguel A. Escobar, L.S.L.S., R.P.L.S. Texas Reg. No. 5630 1504 Chisholm Trail Rd #103 Round Rock, Tx 78681 TBPELS Firm No. 10059100 OF APE ST T MIGUEL ANGEL ESCOBAR ............. 06/13/2024 •.� �� 5630 P ; of 19N0 SUR�Ey�� Project No: AFE-002 5:\AGUIRRE-FIELD5\FM 2243\5-Descriptions-Reports\PARCEL4-LAMY-2243.docx 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 TBPELS Firm No. 10059100 512-238-1200 office INLAND GEODETICS la ndd SS veyoyo , V G A M I D I I -f'rl UNI P UN PLAT TO ACCOMPANY PARCEL DESCRIPTION 'r� r "TERRA JUSY j'- AB�CRAG( 60B FIRMA" P.O.C. NUMBER RADIUS DELTA LENGTH CHORD BEARING CHORD Cl 25.00' 09'44'26" 4.25' N25'36'13"W 4.24' C2 25.00' 73'24' 1 1 " 32.03' S76'56'55"E 29.88' C3 25.00' 12'20'29" 5.38' N65'18'51"E 5.37' C3 (25.00') (11'02'23" 4.82' S64'59'40"W (4.81' C4 25.00' 70'13'48" 30.64' N14'22'54"E 28.76' C4 25.00') (79'02'52" 34.49' N09-02'37"E 31.82' C5 25.00' 09'50'01 " 4.29' N52'30'01 "E 4.29' C5 25.00' 10-58'24" 4.79' S54'03'15"W 4.78' 50' 0' 50' 100' SCALE 1" = 100' DETAIL tp N. T. S. LAMY 2243, LTD. N� I P.O.B. REMAINDER OF PART I 68.080 ACRES g L 1 DOC. NO. 2013028282 _ WCAD O.P.R. NV 0.245 ACRE PART 1 (CITED WCAD 0.245 ACRE) Vo v GPD 0. 774 AC. V 4O A. C. WEIR PROPERTIES, LTD U-, DOC. NO. 2005090431, O.P.R. y- REMAINDER PORTION OF "TERRA FIRMA" • ? EXISTING ROW 1,048.20 ACRES (TRACT 1) VOL. 52DESCRIBED P G .I 4 51 I I (C 3 )eROKF,, (1-2) D. R. "TERRA FIRMA" "TERRA FIRMA" ^ "TERRA FIRMA" I IN0 o L3IN ^II � LAMP 2243 LTD NO. DIRECTION DISTANCE L1 N59'34'08"E 90.72' L2 S59'23'55"W 127.33' 1-2) (S59'32'27"W) (130.48' L3 N59'23'55"E 186.83' 14 N 18.02' 13"W 20.49' 15 S59'37'57"W 9.60' I 00 v 1.248 ACRES DOC. NO. 2023048610 ( A. C. WEIR O.P.R.PROPERTIES, ; LTD w J I 0.774 ACRE I DOC. NO. 2023048609 Imrn I (CITED WCAD 4.759 ACRES) LOT 1' LOT 3 v I1 A. C. WEIR PROPERTIES, LTDI _ J 0. P. R. o o N DOC. N0. 2005090431, 0. P. LOCK . G. R. ^ I IC o REMAINDER PORTION OF N z 1,048.20 ACRES (TRACT 1 )/ DESCRIBED IN I J VOL. 522, PG. 451 3 \ l P.O.B. PART 1 D. R. I 1 i J' J LOT 2 I PART I I O 50' WIDE TEMPORARY CONSTRUCTION EASEMENT DOE, NO. 499968545 STA. 2486-78.55 I N 5' WIDE UTILITY 1 07. 22' LT ACTUAL 199968545 0. 0490 AC. R. 1 w RESUBD I V I S I ON OF EASEMENT DOC. 199968544 GRID COORDINATES: 2, 134 SO. FT. EX J J Z /� RIVERVIEW ESTATES o. P. R. N=10, 195, 277. 95 I STA. 2487.70. 40 ? CAB. K, SLDS. 51 -53 E=3,121,728.33 SEE I 99.40' LT-- f J P.R. . - J-OEIAIL TERR -- -- "TR_ FIRMFIRMA� PROPOSED . G RO.W_ EXIStRO 20' W DEDICATION R.O.W R P ATEXISTING -1 LEANDER RD. PAK 1 2 SEE DETAIL "A" R. M. 2243 4 (VARIABLE WIDTH ROW) 0.0000 AC. 1.77 SO. FT. R.M. 2243 BASELINE EXISTING R 0 W PROJECT NO:AFE-002 06/04/2023 PARCEL PLAT SHOWING PROPERTY OF INUND ?EnGS LAMY 2243, LTD PARCEL 4 "`"'Y°" PART 1 & 2 v, ! 0.0490 ACRE 1504 CHISHOLLMM TvRAIAIL RD., 4103 SCALE PROJECT COUNTY 2,134 Sq Ft. ROUND ROCK, TX 78681 512-236-1200 1 " = 100' LEANDER RD/R.M. 2243 WILLIAMSON PAGE 4 OF 6 FIRM REC. NO. 100S91-00 PLAT TO ACCOMPANY PARCEL DESCRIPTION NOTES: 1) BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM OF 1983, CENTRAL ZONE NAD83 (2011). COORDINATES SHOWN HEREON ARE GRID VALUES REPRESENTED IN U.S. SURVEY FEET. ALL DISTANCES SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S. SURVEY FEET BASED ON A GRID -TO -SURFACE COMBINED ADJUSTMENT FACTOR OF 1.00014. 2) THE SYMBOLS REFLECTED IN THE LEGEND AND ON THIS SURVEY MAY HAVE BEEN ENLARGED FOR CLARITY. THE SYMBOLS HAVE BEEN PLOTTED AT THE CENTER OF THE FIELD LOCATION AND MAY NOT REPRESENT THE ACTUAL SIZE OR SHAPE OF THE FEATURE. 3) UTILITY INFORMATION SHOWN HEREON CONSTITUTES FIELD RECOVERY OF OBSERVED EVIDENCE OF UTILITIES. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES, SUCH AS ELECTRICAL, TELEPHONE, CABLE TV AND PIPELINES, MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. FOR INFORMATION REGARDING BURIED UTILITIES/STRUCTURES OR BEFORE ANY EXCAVATION IS BEGUN, CONTACT THE APPROPRIATE AGENCIES FOR VERIFICATION OF UTILITY TYPE AND FOR FIELD LOCATION. 4) THE USE OF THE WORD CERTIFY OR CERTIFICATION ON THIS DOCUMENT ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. 5) THE FOREGOING MAP AND SURVEY ON WHICH IT IS BASED IS ACCOMPANIED BY AND A PART OF SEPARATE METES AND BOUND DESCRIPTION OF THE SUBJECT TRACT. 6) REFERENCE IS HEREBY MADE TO THAT CERTAIN TITLE COMMITMENT (THE "TITLE COMMITMENT") ISSUED BY TEXAN TITLE INSURANCE COMPANY, UNDER GF NO. GT2402551 EFFECTIVE 03/01/2024, ISSUED 03/08/2024. THE EASEMENTS AND RESTRICTIONS LISTED ON SCHEDULE B OF THE TITLE COMMITMENT WERE REVIEWED BY THE SURVEYOR AND ARE SHOWN HEREON. SURVEYOR HAS RELIED UPON THE TITLE COMMITMENT AND MADE NO INDEPENDENT INQUIRY AS TO EASEMENTS AND RESTRICTIONS AFFECTING THE PROPERTY, OTHER THAN VISIBLE AND APPARENT EASEMENTS NOTED BY SURVEYOR DURING THE PREPARATION OF THE SURVEY AND REFLECTED HEREON. SCHEDULE B: IOo. EASEMENT DATED MARCH 19, 1979. EXECUTED BY A. C. WEIR TO GENERAL TELEPHONE COMPANY OF THE SOUTHWEST, RECORDED IN VOLUME 750, PAGE 722, DEED RECORDS, WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT. IOb. EASEMENT AND RIGHT OF WAY DATED JULY 12, 1996, EXECUTED BY MICHAEL ROSS WEIR TO GTE SOUTHWEST INCORPORATED, RECORDED UNDER DOCUMENT NO. 9643569, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT. IOc. TEMPORARY CONSTRUCTION EASEMENT DATED SEPTEMBER 29, 1999, EXECUTED BY MICHAEL R. WEIR TO THE CITY OF GEORGETOWN, RECORDED UNDER DOCUMENT NO. 199968545. OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AS SHOWN. 10c. EASEMENT AND RIGHT OF WAY DATED AUGUST 0, 1984, EXECUTED BY A. C. WEIR RANCH PARTNERSHIP ET AL TO GENERAL TELEPHONE COMPANY OF THE SOUTHWEST, RECORDED IN VOLUME 1062, PAGE 572, OFFICIAL RECORDS, WILLIAMSON COUNTY. TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT. IOe. TERMS, PROVISIONS AND STIPULATIONS OF BOUNDARY LINE AGREEMENT DATED MARCH 29, 1985, EXECUTED BY AND BETWEEN A. C. WEIR RANCH AND WEST LYNN CORPORATION, RECORDED IN VOLUME 1161, PAGE 98, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, IT IS NOT ON OR TOUCH THE SURVEYED PROPERTY, AFFECTS PARENT TRACT, IOt, TERMS, PROVISIONS AND STIPULATIONS OF MEMORANDUM OF LEASE DATED MAY 17, 2000, EXECUTED BY AND BETWEEN A. C. WEIR RANCH, LTD. AD TEXAS CELLULAR TELEPHONE COMPANY, L. P.. RECORDED UNDER DOCUMENT NO. 20000036427, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS; AND AS AMENDED BY MEMORANDUM OF FIRST AMENDMENT TO LEASE, RECORDED UNDER DOCUMENT NO, 2017063058, OFFICIAL RECORDS, WILLIAMSON COUNTY,TEXAS, IT IS NOT ON OR TOUCH THE SURVEYED PROPERTY. IOg. WASTEWATER EASE MET DATED JUNE 5, 2007. EXECUTED BY AC WEIR PROPERTIES, LTD. TO THE CITY OF GEORGETOWN,RECORDED UNDER DOCUMENT NO. 2007048915, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, IT IS NOT ON OR TOUCH THE SURVEYED PROPERTY. IOh. TEMPORARY ACCESS AND CONSTRUCTION EASEMENT AGREEMENT DATED JUNE 7, 2007, EXECUTED BY AND BETWEEN WO LAREDO, LTD, AND AC WEIR PROPERTIES, LTD., RECORDED UNDER DOCUMENT NO. 2007048916, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT. IOi, PERMANENT UTILITY EASEMENT DATED SEPTEMBER 29, 1999, EXECUTED BY A. C. WEIR RANCH LTD. TO THE CITY OF GEORGETOWN, TEXAS, RECORDED UNDER DOCUMENT NO, 199968542. OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AS SHOWN. PROJECT NO.:AFE-002 06/04/2023 PARCEL PLAT SHOWING PROPERTY OF LAMY 2243, LTD PARCEL 4 '" "'"'"°" PART 1 & 2 v� 0.0490 ACRE 1504 CHISHOLM TRAIL RD.,#103 SCALE PROJECT COUNTY 2,134 Sq Ft ROUND ROCK, TX 78681 512-238-1200 1" = 100' LEANDER RD/R.M. 2243 WILLIAMSON PAGE 5 OF 6 FIRM REG NO. 100591-00 O El 0 0 0 LEGEND TYPE II CONCRETE MON FOUND COTTON GIN SPINDLE FOUND /2" IRON ROD W/ ALUMINUM CAP STAMPED "DIAMOND" FOUND 40D IN FENCE BASE I/2" IRON ROD FOUND UNLESS NOTED %2" IRON ROD FOUND W/PLASTIC CAP CALCULATED POINT 5/8" IRON ROD W/ ALUMINUM CAP STAMPED "COG ROW" SET (UNLESS NOTED OTHERWISE) TYPE I CONCRETE MON FOUND I A[' 1 I.) 1 i PLAT TO ACCOMPANY PARCEL DESCRIPTION R PROPERTY LINE ( > RECORD INFORMATION LINE BREAK ICI DENOTES COMMON OWNERSHIP P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCING N. T. S. NOT TO SCALE D. R. DEED RECORDS WILLIAMSON COUNTY, TEXAS 0. R. OFFICIAL RECORDS WILLIAMSON COUNTY, TEXAS O.P.R. OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS P.R. PLAT RECORDS WILLIAMSON COUNTY, TEXAS WCAD WILLIAMSON COUNTY APPRAISAL DISTRICT IOj. TERMS, PROVISIONS AND STIPULATIONS OF RESOLUTION DATED OCTOBER 2, 2001, BY THE CITY OF GEORGETOWN, RECORDED UNDER DOCUMENT NO. 2001079361, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, IT IS NOT ON OR TOUCH THE SURVEYED PROPERTY Ok. TEMPORARY CONSTRUCTION EASEMENT DATED SEPTEMBER 29, 1999, EXECUTED BY A. C. WEIR RANCH, LTD. TO THE CITY OF GEORGETOWN, RECORDED UNDER DOCUMENT NO, 199968543. OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AS SHOWN. 101. NOT A SURVEY MATTER, IOm. NOT A SURVEY MATTER, IOn. NOT A SURVEY MATTER. IOo. NOT A SURVEY MATTER. INLAND GEODETICC'S� / MIGUEL A. ESCOBAR, L. S.L. S. , TEXAS REG. NO. 5630 1504 CHISHOLM TRAIL RD. #101 ROUND ROCK, TX 78681 TBPELS FIRM NO. 10059100 nI.-f 1504 CHISHOLM TRAIL RD., #103 ROUND ROCK, T% 78681 512-238-1200 P.O.B. PART 2 DETAIL "A" STA. 2486.56. 42 N. T. S. 88.45' LT PORTION OF GRID COORDINATES: A REMAINDER N= 1 0, 1 95, 250. 09 OF E=3, 1 21 , 721. 19 1 , 048. 20 AC. PART 1 PART 20 4O 0.0490 AC. 2,134 SO. FT. 0.0000 AC. 1.77 S0. FT. 0.245AACRE 0.774 AC.- II C3 1.248 tC EXISTING R.O.W. LrJ BROKEN L2 LEANDER RD. (L2) LAMY 2243, LTD. REMAINDER OF PORTION OF THE REMAINDER. OF 68.080 ACRES DOC. NO. 2013028282 0. P. R. �p,(G S; TTc� �.Q,� �RFo•s ..................:.. MIGUELANGELESCOBAR .................. 06/13/2024 V. : q 5630 R.P.L.S. •.po aP: l9No S URN �� -PROJECT NO.: AFE-002 PARCEL PLAT SHOWING PROPERTY OF LAMY 2243, LTD SCALE PROJECT COUNTY 1 " = 100' LEANDER RD/R.M. 2243 WILLIAMSON 06/04/2023 PARCEL 4 PART 1 & 2 0.0490 ACRE 2,134 Sq. Ft. PAGE 6 OF 6 County: Williamson 10-01-2024 Parcel: 11E, Long, Timothy and D'Andre Page 1 of 5 Highway: Leander Rd. (R.M. 2243) EXHIBIT EASEMENT DESCRIPTION DESCRIPTION OF A 0.0438 ACRE (1,906 SQUARE FOOT) PARCEL OF LAND SITUATED IN THE CLEMENT STUBBLEFIELD SURVEY, ABSTRACT NO. 558, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF LOT 74, BLOCK "0", OF A FINAL PLAT OF RIVER RIDGE SECTION ONE, RECORDED IN CABINET D, SLIDE 194 OF THE PLAT RECORDS OF WILLIMASON COUNTY, TEXAS (P.R.W.C.T.) DESCRIBED IN A SPECIAL WARRANTY DEED TO TIMOTHY LONG AND D'ANDRE LONG, TRUSTEE OF THE 4L REVOCABLE LIVING TRUST RECORDED IN DOCUMENT NO. 2022135837, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, (O.P.R.W.C.T.) SAID 0.0438 ACRE (1,906 SQUARE FOOT) PARCEL OF LAND BEING SURVEYED ON THE GROUND IN JUNE AND JULY 2019, UNDER THE DIRECT SUPERVISION OF M. STEPHEN TRUESDALE, LSLS, RPLS, (NOW RETIRED) AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a 1/2 inch iron rod found on the existing westerly right-of-way line (ROW) line of Norwood West (50' ROW width), being the northeast corner of Lot 75 of said River Ridge Section One, and the southeast corner of said Lot 74, from which point a 3/4 inch iron pipe with metal cap found being the northwest corner of said Lot 75 and the southwest corner of said Lot 74 bears N 86`50'08" W, a distance of 164.89 feet; THENCE, N 03°09'52" E, with the existing west ROW line of said Norwood West and the east boundary line of said Lot 74, a distance of 79.99 feet to a calculated point, (Grid Coordinates determined as N=10,198,221.47, E=3,123,860.90), for the southeast corner and POINT OF BEGINNING of the herein described parcel; THENCE, departing said existing ROW line of Norwood West, with said proposed south and west easement line, through the interior of said Lot 74, the following two (2) courses: 1) N 85°07'43" W, a distance of 95.60 feet to a calculated point for the southwest corner of the herein described parcel; 2) N 04"52'17" E, a distance of 20.00 feet to a calculated point in the common boundary line of Lot 73 of said River Ridge Section One and said Lot 74, for the northwest corner of the herein described parcel; 3) THENCE, S 85°07'43" E, with said common boundary line of Lots 73 and 74, a distance of 95.00 feet to a calculated point on said existing ROW line of Norwood West, being the southeast corner of said Lot 73 and the northeast corner of said Lot 74, for the northeast corner of the herein described parcel; 4) THENCE, S 03°09'52 W, with said existing ROW line of Norwood West and the east boundary line of Lot 74, a distance of 20.01 feet to the POINT OF BEGINNING, containing 0.0438 acre (1,906 square feet) of land, more or less, within these metes and bounds. 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 TBPELS Firm No. 10059100 INLAND GEODETIC 512-238-1200 office v` � County: Williamson Parcel: 11E, Long, Timothy and D'Andre Highway: Leander Rd. (R.M. 2243) 10-01-2024 Page 2 of 5 Bearings are based on the Texas Coordinate System of 1983, Central Zone, NAD83 (2011). Coordinates shown hereon are grid values represented in U.S. Survey Feet. All distances shown hereon are surface values represented in U.S. Survey Feet based on a grid -to -surface Combined Adjustment Factor of 1.00014. This property description is accompanied by a separate parcel plat. The subject tract shown hereon is an easement, monuments were not set for corners. The use of the word certify or certification on this document only constitutes an expression of professional opinion regarding those facts or findings which are the subject of the certification, and does not constitute a warranty or guarantee, either expressed or implied. I, Miguel A. Escobar, a Registered Professional Land Surveyor, do hereby certify that the above description and the accompanying sketch is true and correct to the best of my knowledge and belief and the property described herein was determined by a survey made on the ground between months of June & July, 2019, under the direct supervision of M. Stephen Truesdale, LSLS, RPLS No. 4933 (now retired). WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. INLAND GEODETICS C' CP��;OsF•T�y �.P<c. ��'F�.•li r! l .................. ' �.� Miguel A. Escobar, L.S.L.S., R.P.L.S. •.�o 5630 Texas Reg. No. 5630 N: Ess q ° •suRvE o 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 TBPELS Firm No. 10059100 Project No: AFE-002 S:\AGUIRRE-FIELDS\FM 2243\5-Descriptions-Reports\PARCEL 11E-TIMOTHY-LONG.docx 1504 Chisholm Trail Rd #103 Round Rock, TX 78681 I n L--, TBPELS Firm No. 10059100 INLAND GEODETICS 512-236-1200 office � PLAT TO ACCOMPANY PARCEL DESCRIPTION A FINAL PLAT OF RIVER RIDGE SECTION TWO -A CAD, F, SLD. 365 P. R. LOT 21 I NO. DIRECTION DISTANCE L1 NO3'09'52"E 79.99' L2 N85'07'43"W 95.60' L3 N04'52'17"E 20.00' L4 S85'07'43"E 95.00' L5 S03'09'52"W 20.01' L6 I N86'50'08" W 1 164.89' L7 SO4'56'00" W 100.00' r n f i IEL� JlJPY EY �I I cL E l"ll- pBs7rRAsacr I � LOT 72 "0" I � BLOCK LOT 20 A FINAL PLAT OF �. RIVER RIDGE SECTION ONE CAD. D, SLIDE 194 LOT 73 P. R. INGRESS -EGRESS EASEMENT I 15' VOL. 1276, PG. 72 p C P. U. E. & B. S. L. 0. R. W. C. T. I ( PER PLAT LOT 19 (S83'25'00"E) —�— (169.48') TIMOTHY LONG AND I — L4- I— — D' ANDRE LONGS _ M= �oh� — �I TRUSTEE OF THE 4L \-�A�� — ` `— j REVOCABLE LIVING TRUST I (� DOC. NO. 2022135837 O.P.R. I I a � I ' ^ ° LOT 74 I DRAINAGE EASEMENT _o I.. i l E w / a VOL. 1098, PG. 561 0.0438 AC. Iv J 0. R. W. C. T. I 1,906 SO. FT. • _� _L 6 — — — (N85'04'00) w s P.U.E. (164.38') I 0 ( PER PLAT I LOT 18 I3 0 cD z X w N w 3 0 03 ;t Cr z ` 30' 0' 30' 60, SCALE 1" = 60' LOT 11 P.O.B. LOT 12 GRID COORDINATES: )n N=10,198,221.47 J E=3,123,860.90 III I III li a EXISTING R 0 W Z II I I LOT 75 0 BLOCK "0" I `� 0 LOT 17 I LOT 76 �— {� 1 0' P. U. E. PROJECT NO: AFE-002 PER PLAT FL.-s in. O 91M. yrrcs '- 1504 CHISHOLM TRAIL RD., #103 ROUND ROCK, TX 78681 512-238-1200 P. 0. C. 3 0 z (n X w PARCEL PLAT SHOWING PROPERTY OF TIMOTHY LONG AND D'ANDRE LONG, TRUSTEE OF THE 4L REVOCABLE LIVING TRUST SCALE PROJECT COUNTY 1 " = 60' 1 LEANDER RD/R.M. 2243 WILLIAMSON RIVER BOW DR. (50' WIDTH ROW) EXISTING R 0 W LOT 10 10/01/2024 PARCEL 11E 0 0438 ACRE 1,906 Sq F1 PAGE 3 OF 5 rsw PLAT TO ACCOMPANY PARCEL DESCRIPTION NOTES: 1) BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM OF 1983, CENTRAL ZONE, NAD 83 (2011). COORDINATES SHOWN HEREON ARE GRID VALUES REPRESENTED IN U.S. SURVEY FEET. ALL DISTANCES SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S. SURVEY FEET BASED ON A GRID -TO -SURFACE COMBINED ADJUSTMENT FACTOR OF 1.00014. 2) THE SYMBOLS REFLECTED IN THE LEGEND AND ON THIS SURVEY MAY HAVE BEEN ENLARGED FOR CLARITY. THE SYMBOLS HAVE BEEN PLOTTED AT THE CENTER OF THE FIELD LOCATION AND MAY NOT REPRESENT THE ACTUAL SIZE OR SHAPE OF THE FEATURE. 3) UTILITY INFORMATION SHOWN HEREON CONSTITUTES FIELD RECOVERY OF OBSERVED EVIDENCE OF UTILITIES. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES, SUCH AS ELECTRICAL, TELEPHONE, CABLE TV AND PIPELINES, MAY BE ENCOUNTERED NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. FOR INFORMATION REGARDING BURIED UTILITIES/STRUCTURES OR BEFORE ANY EXCAVATION IS BEGUN, CONTACT THE APPROPRIATE AGENCIES FOR VERIFICATION OF UTILITY TYPE AND FOR FIELD LOCATION. 4) THE USE OF THE WORD CERTIFY OR CERTIFICATION ON THIS DOCUMENT ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. 5) THE FOREGOING MAP AND SURVEY ON WHICH IT IS BASED IS ACCOMPANIED BY AND A PART OF SEPARATE METES AND BOUND DESCRIPTION OF THE SUBJECT TRACT. 6) REFERENCE IS HEREBY MADE TO THAT CERTAIN TITLE COMMITMENT (THE "TITLE COMMITMENT") ISSUED BY TEXAN TITLE INSURANCE COMPANY, UNDER GF NO. GT2403008 EFFECTIVE 08/02/2024, ISSUED 08/14/2024. THE EASEMENTS AND RESTRICTIONS LISTED ON SCHEDULE B OF THE TITLE COMMITMENT WERE REVIEWED BY THE SURVEYOR AND ARE SHOWN HEREON. SURVEYOR HAS RELIED UPON THE TITLE COMMITMENT AND MADE NO INDEPENDENT INQUIRY AS TO EASEMENTS AND RESTRICTIONS AFFECTING THE PROPERTY, OTHER THAN VISIBLE AND APPARENT EASEMENTS NOTED BY SURVEYOR DURING THE PREPARATION OF THE SURVEY AND REFLECTED HEREON. 7. THE SUBJECT TRACT SHOWN HEREON IS AN EASEMENT, MONUMENTS WERE NOT SET FOR CORNERS. SCHEDULE B: I. RESTRCTIVE COVENANTS: CABINET D. SLIDES 194-196, PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS, AND IN VOLUME 805, PAGE 694. DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, BUT OMITTING ANY COVENANT OR RESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN UNLESS AND ONLY TO THE EXTENT THAT SAID COVENANT (A) IS EXEMPT UNDER CHAPTER 42, SECTION 3607 OF THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS. D. A 10 FOOT PUBLIC UTILITY EASEMENT ALONG THE REAR LOT LINE AND 5 FOOT PUBLIC UTILITY EASEMENT ALONG THE SIDE LOT LINES, AS SET OUT AND DESCRIBED IN THE PLAT, DEDICATION AND RESTRICTIONS IN CABINET D. SLIDES 194-196, PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS. (ITS LOCATION IS SHOWN), b. A 25' FRONT BUILDING SETBACK LINE AS SHOWN ON PLAT RECORDED IN CABINET D, SLIDES 194-196, PLAT RECORDS, WILLIAMSON COUNTY, TEXAS. (ITS LOCATION IS SHOWN), C. NO STRUCTURE SHALL BE LOCATED NEARER THAN 5' TO ANY INTERIOR LOT LINE AS STATED ON PLAT RECORDED IN CABINET D, SLIDES 194-196, PLAT RECORDS, WILLIAMSON COUNTY, TEXAS. (ITS LOCATION IS SHOWN). d. NON -PARTICIPATING UNDIVIDED ONE-HALF ROYALTY INTEREST, AND ALL RIGHTS INCIDENT THERETO, AS RESERVED IN DEED DATED OCTOBER 17, 1962. FROM WILLIAM CALVIN WEIR, ET AL, TO THOMAS R. JOSEPH. JR„ ET UX, RECORDED IN VOLUME 455, PAGE 257, DEED RECORDS OF WILLIAMSON COUNTY, TEXAS. (NOT A SURVEY MATTER). e. A VARIABLE WIDTH DRAINAGE EASEMENT ALONG THE REAR PROPERTY LINE, TOGETHER WITH RIGHTS OF INGRESS AND EGRESS ALONG SAID EASEMENT FOR MAINTENANCE, AS GRANTED IN EASEMENT DATED NOVEMBER 6, 1984. GRANTED BY LARRY GRISHAM TO THE PUBLIC, RECORDED IN VOLUME 1098, PAGE 561, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, (ITS LOCATION IS SHOWN.) }. EASEMENT FOR INGRESS AND EGRESS TO THE SEWER LIFT STATION AND ASSOCIATED SEWER LINES DATED OCTOBER 24TH, 1985, GRANTED BY LARRY GRISHAM TO THE CITY OF GEORGETOWN, RECORDED IN VOLUME 1276, PAGE 74, OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS. (VOL. 1276, PG. 74 IS IN ERROR. THE CORRECT DOCUMENT IS VOL. 1274, PG. 72). (ITS LOCATION IS SHOWN) PROJECT NO: AFE-002 10/01/2024 PARCEL PLAT SHOWING PROPERTY OF TIMOTHY LONG AND D'ANDRE LONG, Ina ^ TRUSTEE OF THE PARCEL 1 1 E n. f 4L REVOCABLE LIVING TRUST 0.0438 ACRE 1,906 Sq. F1. 1504 CHISHOLM TRAIL RD., #103 SCALE PROJECT COUNTY ROUND ROCK, TX 78681 FIRM R60.238-12 91-UD 1 " = 60' LEANDER RD/R.M. 2243 WILLIAMSON PAGE 4 OF 5 nrI"I:: I I PLAT TO ACCOMPANY PARCEL DESCRIPTION LEGEND O TYPE II CONCRETE MON FOUND ff' PROPERTY LINE ® COTTON GIN SPINDLE FOUND ) RECORD INFORMATION ❑ '/2" IRON ROD W/ ALUMINUM CAP LINE BREAK N DENOTES COMMON OWNERSHIP STAMPED "DIAMOND" FOUND P.O.B. POINT OF BEGINNING ® 40D IN FENCE BASE P.O.C. POINT OF COMMENCING /z" IRON ROD FOUND UNLESS NOTED N.T.S. NOT TO SCALE O I/2" IRON ROD FOUND W/PLASTIC CAP D.R. DEED RECORDS WILLIAMSON COUNTY, TEXAS CALCULATED POINT O.R. OFFICIAL RECORDS Q 5/8" IRON ROD W/ ALUMINUM CAP WILLIAMSON COUNTY, TEXAS STAMPED "COG ROW" SET O.P.R. OFFICIAL PUBLIC RECORDS ON COUNTY, TEXAS (UNLESS NOTED OTHERWISE) P. R. PLAT LAT RECORDS TYPE I CONCRETE MON FOUND WILLIAMSON COUNTY, TEXAS @ 3/4" IRON PIPE FOUND WITH METAL CAP B.S.L. BUILDING SETBACK LINE B.L. BUILDING LINE ) ANY PORTION OF THE HEREIN DESCRIBED PROPERTY WHICH LIES WITHIN THE BOUNDARIES OF A ROAD OR ROADWAY. h. (NOT A SUVEY MATTER) I. (NOT A SUVEY MATTER) ALL VISIBLE AND APPARENT EASEMENTS AND ALL UNDERGROUND EASEMENTS, THE EXISTENCE OF WHICH MAY ARISE BY UNRECORDED GRANT OR BY USE. (OWNER'S TITLE POLICY ONLY) k RIGHTS OF PARTIES IN POSSESSION, (OWNER'S TITLE POLICY ONLY) "ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE SURVEY OF THE LAND." I, MIGUEL A. ESCOBAR, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THE ABOVE DESCRIPTION AND THE ACCOMPANYING SKETCH IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THE PROPERTY DESCRIBED HEREIN WAS DETERMINED BY A SURVEY MADE ON THE GROUND BETWEEN MONTHS OF JUNE 81 JULY, 2019. UNDER THE DIRECT SUPERVISION OF M. STEPHEN TRUESDALE, LSLS, RPLS NO. 4933 (NOW RETIRED). INLAND GEODETICS MIGUEL A. ESCOBAR, L.S,L.S„ R,P,L.S TEXAS REG. NO. 5630 1504 CHISHOLM TRAIL RD. #103 ROUND ROCK, TX 78681 TBPELS FIRM NO, 10059100 RF FRkp MIGUEL ANGEL ESCOBAR .................. V V. 5630 pof P EssBO.,�/ PROJECT NO: AFE-002 10/01/2024 PARCEL PLAT SHOWING PROPERTY OF INLANDGEODETIfS TIMOTHY LONG AND D'ANDRE LONG, •° ��•�•�• TRUSTEE OF THE PARCEL 1 1 E nl--f 4L REVOCABLE LIVING TRUST 0.0438 ACRE .906 Sq. Ft. 1504 CHISHOLM TRAIL RD., *103 SCALE PROJECT COUNTY ROUND ROCK, T% 76613I 512-21DDo 1 " = 60` LEANDER RD/R.M. 2243 WILLIAMSON PAGE 5 OF 5 FIRM RE _ .. N0. 100591-00