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CM-2019-0178 - 6/14/2019Notice of Confidentiality Rights: If you are a natural person, you may remove or strike any of the following information from this instrument before it is filed for record in the public records: your Social Security Number or your Driver's License Number. Zra—:- Form ROW -N-94 (Rev 02116) Pape 1 of 2 NOTE: THIS FORM IS INTENDED SOLELY FOR USE BY THE TEXAS DEPARTMENT OF TRANSPORTATION. USE OF THIS FORM BY PRIVATE PARTIES ATTEMPTING TO QUITCLAIM OR CONVEY PROPERTY MAY RESULT IN THE UNINTENDED CONVEYANCE OF THE GRANTOR'S INTEREST TO THE STATE OF TEXAS. QUITCLAIM DEED THE STATE OF TEXAS § ROW CSJ: 0683-01-092 COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That, City of Round Rock of the County of Williamson, State of Texas, hereinafter referred to as Grantors, whether one or more, for and in consideration of the sum of one Dollars ($1.00) and other good and valuable consideration to Grantors in hand paid by the State of Texas, acting by and through the Texas Transportation Commission, the receipt of which is hereby acknowledged, and for which no lien is retained, either expressed or implied, have Quitclaimed and do by these presents Bargain, Sell, Release and forever Quitclaim unto the State of Texas all of Grantors' right, title, interest, claim and demand in and to those certain tracts or parcels of land, including any improvements thereon, situated in the County of Williamson, State of Texas, more particularly described in Exhibits "A -B," attached hereto and incorporated herein for any and all purposes. TO HAVE AND TO HOLD for said purposes together with all and singular the rights, privileges, and appurtenances thereto in any manner belonging unto the said State of Texas forever. IN WITNESS WHEREOF, this instrument is executed on this the /Aay oft: , 2019. CITY O ', ROUND ROCK * N30* �1-2.1/0 6/7 r Its: * N30* �1-2.1/0 6/7 Form ROW -N-30 (Rev OV16) Page 2 02 Acknowledgement State of Texas County of Williamson // This instrument was acknowledged before me onA 2001 by lili i Tl the =° � of City of Round Rock, in the capacity and for the purposes and consid ration recited h in.. PV''+'y��/� Notary Public's Si tune lot ••.ipFofiE� Reissued 12104/15 Page 1 of 5 EXHIBIT = 1 County: Williamson Highway: R. M. 620 Limits: Deepwood Dr. to IH 35 CSJ: 0683-01-092 PROPERTY DESCRIPTION FOR PARCEI.1 DESCRIPTION OF A 0.158 ACRE (6,883 SQUARE FOOT) PARCEL OF LAND SITUATED IN THE J.M. HARRELL SURVEY, ABSTRACT NO. 284, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A REMAINDER OF THAT CALLED 18.904 ACRE TRACT (TRACT 5 EXHIBIT A-9) AS DESCRIBED IN DOCUMENT NO. 2002071335 OF THE OFFICIAL PUBLIC RECORDS OF WILLIMSON COUNTY, TEXAS AND CONVEYED TO A.H. ROBINSON, ET AL BY INSTRUMENTS RECORDED IN VOLUME 1996, PAGE 197, OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, AND SAID DOCUMENT NO. 2002071335, SAID 0.158 ACRE (6,883 SQUARE FOOT) PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING FOR REFERENCE at a capped '/" iron rod found, 84.74 feet left of proposed Ranch to Market (R.M.) 620 baseline station 460+04.96, in the easterly boundary line of that 1.363 acre tract of land conveyed to the City of Round Rock, Texas, by instrument recorded in Document No. 2010030110 of the Official Public Records of Williamson County, Texas, also known as Deepwood Drive Extension, Future Arterial C, being the westerly boundary line of the remainder of said 18.904 acre tract; THENCE, with the common boundary line of said 1.363 acre tract and said remainder of the 18.904 acre tract, S 54`28'18" E for a distance of 9.92 feet to a `/" iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type II monument), 79.00 feet left of proposed R M. 620 baseline station 460+12.76. being the curving northerly proposed right-of-way (ROW) line of R.M. 620 (ROW width varies), for the northwesterly corner and POINT OF BEGINNING of the herein described parcel; THENCE, departing the easterly boundary line of said 1.363 acre tract, with said proposed ROW line, through the interior of said remainder of the 18.904 acre tract, the following four (4) courses; 1) Along a curve to the right, having a delta angle of OB°07'54", a radius of 2,279.00 feet, an arc length of 323.44 feet, and a chord which bears S 85037139" E for a distance of 323.17 feet to a '/2" iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type 11 monument), 79.00 feet left of proposed R.M. 620 baseline station 463+25.00, for a point of non -tangency of the herein described parcel; 2) N 85°44'11" E for a distance of 26.62 feet to a %" iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type II monument), 85.00 feet left of proposed R.M. 620 baseline station 463+50.00, for a point of curvature to the right; 3) Along said curve to the right, having a delta angle of 03017'45", a radius of 2,285.00 feet, an arc length of 131.44 feet, and a chord which bears S 79015145" E for a distance of 131.43 feet to a %" iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type II monument), 85.00 feet left of proposed R.M. 620 baseline station 464+76.55, for a paint of tangency of the herein described parcel; Parcel 1 Reissued 12/04/15 Page 2 of 5 4) S 77036'53" E for a distance of 26.19 feet to a %" iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type 11 monument), 85.00 feet left of proposed R.M. 620 baseline station 465+02.74, being the existing northerly ROW line of R.M. 620 (ROW width varies), same being the southerly boundary line of said remainder of the 18.904 acre tract, for the most easterly corner of the herein described parcel; THENCE, departing said proposed ROW fine, with said existing northerly ROW line, same being said southerly boundary line of the remainder of the 18.904 acre tract, the following two (2) courses: 5) S 88°25'12" W for a distance of 84.15 feet to a TxDOT Type I concrete monument found for a point of curvature to the left of the herein described parcel; 6) Along said curve to the left, having a delta angle of 09050'42", a radius of 2,351.63 feet, an arc length of 404.11 feet, and a chord which bears N 83059126" W for a distance of 403.61 feet to a capped '/" iron rod found, being in the common boundary line of said 1.363 acre tract and said remainder of the 16.904 acre tract, for the most southwesterly corner of the herein described parcel; 7) THENCE, departing said existing northerly ROW line of R.M. 620, with said common boundary line, N 54°28'18" W for a distance of 22.08 feet to the POINT OF BEGINNING, containing 0.158 acres (6,683 square feet) of land, more or less. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON § That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. �1M M. Stephen Truesdale I Date Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Geodetics, LLC OFF Firm Registration No: 100591-00 �•,�,e 1504 Chisholm Trail Road, Suite 103 o Round Rock, TX 78681 M. STEPHENTRIfESDALE ........... u.............. 9 4933 p ; Q. 9' S, �1M PLAT TO ACCOMPANY PARCEL DESCRIPTION NUMBER DELTA RADIUS LENGTH CHORD CHORD BEARING C 1 08' 07. 54 • 2279. 00' 323. 44' 323.17' S85' 37' 39 "E C2 03' 17'45" 2285. 00' 131.44' 131.43' S79' 15' 45"E C3 09' 50' 42" 2351. 83' 404. 1 1' 403.61' N83' 59' 26 "YI (C4) 1 PARCEL 1 1(2351.83') (1434.20') 1 (1412.08') 1 (N85'55'12'E) ! z QN C5 DIRECTION DISTANCE L I S54' 28' 18.E 9. 92' 3X0' ur.I03 r N85' 44' 1 1 ' E 26.62' 4pR-axA TE I p�� J C; f 1024710:1 1,. C. R.... 1 POWEP LII:. EASES ap; z� I tt [Iop Tr1nE; 5':OL. p WO 1„I 1 3�w. FG. 4314 I ,! ` D, P. i5. C. T. pp S (31.98') 1 VOL. 7'90. PC. 454 ( 79• 00' LT /PROP VOL. 23E. PG. 3.17 eI PARCEL 1 1 I D. P. Yr. C. T. Gp 84.474'160704.96 fo O 11 1 t 1 PROPOSED LL SUFI/ - R RFJ!G 284 ,q� f A.H. ROBINSON, ET AL VOL. 1996, PG. 197 0. R. W. C. T. DOC. NO. 2002071335 0. P. R. W. C. T. (REMAINDER OF 18.904 AC.) TRACT 5. EXHIBIT A-9 DESCRIBED IN DOC. NO. 2002071335 ` PROPOSED 10' F U P.O. B. EASEMENT I P 0. R. PARCEL 1 0. 158 PARCEL STA 460.12 76 ST84. 7A. 4 LT 460.04.96 - s �_ _SEE DETAIL 79.00' LT I 6r 983 SQ - ...iiiC rT'RDPOSEA e 1 rT o� npurD R,�e-,i'�DaT Rc':tr. s= t -.v:4TEn 6 GAS E: S= :`- .T ICSJ. (+cE3• I - I'c } VO:. 994. PC. d4 -46 � I G. i. 7.. C. T. I �~ 461.00 1 r �460'0O ' 45,3.00 ,.,_�1• _�._�---�--1E%157 } 10 1 0 1 ., rn NUMBER DIRECTION DISTANCE L I S54' 28' 18.E 9. 92' L2 N85' 44' 1 1 ' E 26.62' L3 S77'36'53"E 26.19' L4 S88' 25' 12.1V 84.15' L5 I N54.28'I8'W 1 22.08' (1-6) 1 (554'37'02'E) (31.98') 1NLANDu� GEODETICS PROFESSIONAL LANO SURVEYORS 1504 CHISHOLM 7ML RD. STS, 103 ROUND ROCK. TX. 78681 Pet. IS I Z) 231-12DO. FAX 0121231-1251 Z MM RECd MTiOH:100591-M 1 r I TY OF i;17i•iD ROCK IO.433 4c.1 ;=7 I L I Tr EASEI,I"9T STA. 463.25.00 X. 2699. PG. E.f" 79.00' LT O. R. SS. C. T. AC. � STA. 463.50.00 FT. `65.00• LT Reissued 12/04/15 PAGE 3 OF 5 STA. 464.76.55 85.00' LT STA. 465.02.74 65.00' LT A C3 L4� (2(3.0') -1" .. 0 e11 DE 50GT1- STERt4 DELL R. M. 620 jj TELEPH) CaSEI-a.T IR.O.N. WIDTrI VARIES) 463.00 j 464.00 V3!. 6 7C, P,C 51)I �`-----•�-- 1i I � � 1 465. 462.00 6' WIDE ,� 00 PROPOSED 1 ELFP110'.'E Rl: BELL a fi20-BASE ¢ TELENHU`:E £d.SEF,'Eidi �--�_-� ,y 1 VOL. 4C1. PG. 53€0 0. n. 11. C. T. v a■ a PARCEL PLAT SHOWING PROPERTY OF A. H. ROBINSON, ET. AL. NTY 1 SCALE I CJ 0683501tt092 I RM 620 IWILPROJECT LIAMS .'' ,Texas Departmant of 7YanspWaHan PARCEL I fL II P. 0. B. I PARCEL I STA. 460.12.1 1 P. 0. R. ( 79• 00' LT /PROP PARCEL 1 84.474'160704.96 fo O PROPOSED R.L1 620 BASELINE . PI STATION 456.02.37 E%15;1NG R.O.W. DELTA DEGREE OF C4RYE 36' 23' 161 IRT1 OP I6 �1 6 R M• 6�0 TANGENT 13 723.13 • LENGTH 1397.31 RADIUS 2200.00 PC STATION • 450.79.24 DETA I L PT STATION 464.76.55 N. T. 5• P. C. P. 1. P. T. 7.3124711.516] X•3125372.0997 X•3126076.3997 T• 10160916. 1951 T• 10161210.3617 T•90.61055.2503 PARCEL PLAT SHOWING PROPERTY OF A. H. ROBINSON, ET. AL. NTY 1 SCALE I CJ 0683501tt092 I RM 620 IWILPROJECT LIAMS .'' ,Texas Departmant of 7YanspWaHan PARCEL I PLAT TO ACCOMPANY PARCEL DESCRIPTION Rs i s SSrPAA P ' 2/0 4/ s CE' 4 OF 5 LEGEND ■ TXDOT TYPE I CONCRETE MONUMENT FOUND R 0 %2" IRON ROD SET W/ TXDOT ALUMINUM CAP 1 — TO BE REPLACED BY TYPE 11 MONUMENT p TXDOT TYPE 11 CONCRETE MONUMENT FOUND Iv P.O. 8. 9 I/Z" IRON ROD FOUND UNLESS NOTED P.O.R. O 1/2- IRON RDD FOUND W/PLAST 1 C CAP N.T. S. NOT TO SCALE D.R.W.C.T. O COTTON GIN SPINDLE FOUND X X CUT FOUND 0. R. W. G. T. A 60/D NAIL FOUND O. P. R. W. C. T. A CALCULATED POINT OFFICIAL PUBLIC RECORDS 0 '/2 " IRON ROD W/ ALUMINUM CAP P. R. W. C. T. STAMPED "TXDOT" SET (UNLESS NOTED OTHERWISE) TEXAS Ii CENTER LINE PROPERTY LINE RECORD INFORMATION LINE BREAK LAND HOOK POINT OF BEGINNING POINT OF REFERENCE NOT TO SCALE DEED RECORDS WILLIAMSON COUNTY, TEXAS OFFICIAL RECORDS WILLIAMSON COUNTY. TEXAS OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS PLAT RECORDS WILLIAMSON COUNTY, TEXAS 1) All bearings shown hereon are based on grid bearing. All distances are surface distances. Coordinates are surface values based on the Texas State Plane Coordinate System, NAD 83. Central Zone using a combined surface adjustment factor of 9.00011. THE SURVEY SHOWN HEREON WAS PREPARED iN CONJUNCTION WITH THAT COMMITMENT FOR TITLE INSURANCE GF NO. 9691-94-1011, ISSUED BY TEXAS AMERICAN TITLE COMPANY, EFFECTIVE DATE JANUARAY 15, 2014, ISSUE DATE JANUARY 24. 2014. IOC. AN EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY. BY INSTRUMENT IN VOLUME 233. PAGE 459, OF THE DEED RECORDS OF WILLIAMSON COUNTY. TEXAS, DOES NOT AFFECT. D. AN EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT IN VOLUME 233, PAGE 450, AND VOLUME 235. PAGE 58, OF THE DEED RECORDS OF WILLIAMSON COUNTY. TEXAS. DOES NOT AFFECT. E. AN EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY BY IN57RUMENT IN VOLUME 234, PAGE 135, DOES NOT AFFECT AND VOLUME 236, PAGE 337. OF THE DEED RECORbS OF WILLIAMSON COUNTY, TEXAS. AFFECTS AS SHOWN. F. AN EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT IN VOLUME 281, PAGE 491. DOES NOT AFFECT AND VOLUME 282, PAGE 409. OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS. FROM ITS DESCRIPTION CANNOT BE LOCATED. G. AN EASEMENT GRANTED TO LCRA, BY INSTRUMENT IN VOLUME 334, PAGE 433, DOES NOT AFFECT AND VOLUME 334, PAGE 437. DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, AFFECTS AS SHOWN. H. A TELECOMMUNICATION SYSTEMS AND LINES EASEMENT GRANTED TO SOUTHWESTERN BELL TELEPHONE COMPANY BY INSTRUMENT IN VOLUME 461. PAGE 530, OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, AFFECTS AS SHOWN. I. AN UNDERGROUND TELECOMMUNICATION SYSTEMS AND LINE EASEMENTS GRANTED TO SOUTHWESTERN BELL TELEPHONE COMPANY BY INSTRUMENT IN VOLUME 676, PAGE PAGE 508. OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, AFFECTS AS SHOWN. J. AN ELECTRIC AND TELEPHONE EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY. BY INSTRUMENT IN VOLUME 790, PAGE 484. OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, AFFECTS AS SHOWN. K. A WATER. SEWER AND GAS EASEMENT GRANTED TO CITY OF ROUND ROCK, BY INSTRUMENT IN VOLUME 894, PAGE 44, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS. DOES NOT AFFECT A5 SHOWN. L. A WATER. SEWER AND GAS EASEMENT GRANTED TO CITY OF ROUND ROCK, BY INSTRUMENT IN VOLUME 894. PAGE 56, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. M. A WATER, SEWER AND GAS EASEMENT GRANTED TO CITY OF ROUND ROCK. BY INSTRUMENT 1N VOLUME 894. PAGE 60. OF THE DEED RECORDS OF WILLIAMSON COUNTY, DOES NOT AFFECT, AS AMENDED BY RELEASE IN DOCUMENT NO. 2005077775, OF THE OFFICIAL RECORDS OF WILIIAMSON COUNTY, TEXAS. DOES NOT AFFECT. N. AN ELECTRIC AND TELEPHONE EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY. BY INSTRUMENT IN VOLUME 900, PAGE 876, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS. DOES NOT AFFECT. N LAN Du PARCEL PLAT SHOWY E NG PROPERTY OF ®0. GEODETICS � A. H. ROBINSON, ET. AL. /7bxasDoparfnantof7tanspodaflon PROFESSIONAL UNG SURVEYORS 1504 CHISHOLM TRAIL RD. STE. 103 ROUND ROCK, TX. 78681 SCALE CSJ ¢ PROJECT M (512) 2WI200, TAX 15121 Z38-12SI PARCEL FIRE) REGISTRATION: 100541-00 1 . I ppWILLIAMSON COUNTY 0683-01-092 RM 620 W I LL I AMSON .. {-4 . PLAT TO ACCOMPANY PARCEL DESCRIPTION Re I SSUea 12/04/15 PAGE 5 OF 5 0. AN EASEMENT AND AGREEMENT BY AND BETWEEN TEXAS POWER S LIGHT COMPANY AND THE CITY OF ROUND ROCK. BY INSTRUMENT IN VOLUME 926. PAGE 347, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS. SUBJECT TO. P. AN ELECTRIC EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY. BY INSTRUMENT IN VOLUME 1430, PAGE 80, OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. 0. A UTILITY EASEMENT GRANTED TO THE CITY OF ROUND ROCK, BY INSTRUMENT IN VOLUME 2699, PAGE 609, OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, AFFECTS AS SHOWN. R. AN UNDERGROUND TELECOMMUNICATION SYSTEMS AND LINES EASEMENT GRANTED TO SOUTHWESTERN BELL TELEPHONE COMPANY BY INSTRUMENT IN VOLUME 2721. PAGE 20, OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. S. TERMS. CONDITIONS AND PROVISIONS CONTAINED IN THAT CERTAIN JOINT ACCESS DRIVEWAY EASEMENT BY INSTRUMENT IN DOCUMENT NO. 2005081807, A5 AMENDED IN DOCUMENT NO. 2008082002, AND AS AFFECTED BY COMPLETION AGREEMENT JOINT ACCESS DRIVEWAY AGREEMENT, IN DOCUMENT NO. 2011033284. OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. T. TERMS, CONDITIONS AND PROVISIONS CONTAINED IN THAT CERTAIN POST CLOSING AGREEMENT IN DOCUMENT NO. 2006081806, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. U. A WASTEWATER LINE EASEMENT GRANTED TO THE CITY OF ROUND ROCK BY INSTRUMENT 1N DOCUMENT NO. 2011054043. OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY. TEXAS. DOES NOT AFFECT. I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT THE PROPERTY SHOWN HEREIN WAS DETERMINED BY A SURVEY MADE ON THE GROUND UNDER MY DIRECTION AND SUPERVISION. { co .......................... .... .ki, STEPHEN TRUESDALE ............................... s 4933 �JyO-.°.F✓r 5 5 �0 SUR M. STEP N TRU- .PALE DATE: REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 ACRES LICENSED STATE LAND SURVEYOR INLAND GEODETICS, LLC ACQUISITION 0.158 6,883 FIRM REGISTRATION NO. 100591-00 CALC/DEED AREA 7.217 314,373 1504 CHI5HOLM TRAIL ROAD, SUITE I03 ROUND ROCK, TX 78681 REMAINDER AREA 7,059 307,490 PARCEL PLAT SHOWING PROPERTY OF �. I N LA N D u GEODETICS j A. H. ROB I NSONP ET. AL. /T asDapartmanfalTYanrpartatJan PROFESSIONAL LAND SURVEYORS 1504 CHISHOLM TRAIL RD. STH. 103 ROUNDROCK,TX.78681 PILIs121238-1200,FAxcsl�Izle 1251 SCALE CSJ a PROJECT COUNTY PARCEL RAM ABGISlR11TKIH 10659/ -DO I • 100 0683-0 I -092 R!V{ s2o w 1 LL 1 AMSON EXHIBIT B County: Williamson Highway: R. M. 620 Limits: Deepwood Dr, to IH 35 CSJ: 0683-01-092 PROPERTY DESCRIPTION FOR PARCEL 5 PART 1 & 2 Revised 04125117 Page 1 of 7 DESCRIPTION OF TWO PARCELS OF LAND TOTALING 0.231 ACRE (10,086 SQUARE FOOT) SITUATED IN THE J.M. HARRELL SURVEY, ABSTRACT NO. 284, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF LOT 1 BLOCK A OF THE FINAL PLAT OF RRISD HIGH SCHOOL #1 SUBDIVISION RECORDED IN DOCUMENT NO. 2010078363 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY TEXAS AND CONVEYED TO ROUND ROCK INDEPENDENT SCHOOL DISTRICT BY INSTRUMENT RECORDED IN VOLUME 529, PAGE 264 AND VOLUME 529, PAGE 268 OF THE DEED RECORDS OF WILLIMSON COUNTY, TEXAS, SAID 0.231 ACRE (10,086 SQUARE FOOT) PARCELS OF LAND BEING MORE PARTICULARLY DESCRIBED AS PART 1, CONTAINING 0.137 ACRE (5,979 SQUARE FEET) OF LAND AND PART 2 CONTAINING 0094 ACRE (4,107 SQUARE FEET) OF LAND AND FUTHER DESCRIBED BY METES AND BOUNDS AS FOLLOWS: PART 1 (0.137 ACRE 5,979 SQUARE FEET) BEGINNING FOR REFERENCE, at a %' iron rod with TxDOT aluminum cap set, 96 82 feet right of proposed Ranch to Market (R.M.) 620 baseline station 470+51.36, being the existing southerly right-of- way (ROW) line of R.M. 620. (ROW width varies), being an angle point in the north boundary line of said Lot 1; THENCE with the common boundary line of said existing ROW and said Lot 1, N 53°04'10" E for a distance of 24.81 feet to a I%," iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type II monument), 78.37 feel right of proposed R.M. 620 baseline station 470+69.04, being in the proposed southerly ROW line of said R.M. 620 (ROW width varies), for the southwesterly corner and POINT OF BEGINNING of the herein described parcel; THENCE departing said proposed southerly ROW line of R.M. 620, continuing with said existing southerly ROW line of R.M. 620, same being the northerly boundary line of said Lot 1 the following three (3) courses: 1) N 53004110" E for a distance of 16.92 feet to a point of curvature to the left, and from which a TxDOT Type I concrete monument found bears, N 80°23'11" W at distance of 0.52 feet; 2) Along said curve to the left, having a delta angle of 04°43'43", a radius of 3,878.37 feet, an arc length of 320.10 feet, and a chord which bears S 79016'55" E for a distance of 320.00 feet to a calculated point of curvature to the left, and from which a'/" iron rod found with plastic cap bears, S 15`13'06" W at distance of 2.29 feet; 3) Along said curve to the left, having a delta angle of 11°25'05", a radius of 1,004.93 feet, an arc length of 200.26 feet, and a chord which bears S 76031'56" E for a distance of 199.93 feet to a '/" iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type II monument), 78.00 feet right of proposed R.M. 620 baseline station 475+91.51 being in said curving proposed southerly ROW line of R.M. 620, for the most easterly corner of the herein described parcel; Revised 04/25/17 Parcel 5, Part 1 & 2 Page 2 of 7 THENCE, departing said existing ROW line, with said southerly proposed ROW line of R.M. 620, through the interior of said Lot 1, the following two (2) courses: 4) Along a curve to the right, having a delta angle of 05°26'21", a radius of 4,078.00 feet, an arc length of 387.13 feet, and a chord which bears N 801120103" W for a distance of 386.99 feet to a '/_" iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type ll monument). 78.00 feet right of proposed R.M. 620 baseline station 472+11.78, for a point of tangency of the herein described parcel; 5) N 77036'53" W for a distance of 144.24 feet to the POINT OF BEGINNING, containing 0.137 acres (5,979 square feet) of land, more or less. PART 2 (0.094 ACRE 4,107 SQUARE FEET) BEGINNING FOR REFERENCE, at a '/Y" iron rod with aluminum cap stamped "REFIWITNESS" set, 215.89 feet right of proposed R.M. 620 baseline station 480+04.52, being in the existing westerly right-of- way (ROW) line of Lake Creek Dr. (60' ROW width), same being the easterly boundary line of said Lot 1; THENCE with the common boundary line of said existing westerly ROW line and said Lot 1, N 10053'43" W for a distance of 128.49 feet to a W iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type II monument), 90.26 feet right of proposed R.M. 620 baseline station 479+78.55, being in the proposed southerly ROW line of R.M. 620 (ROW width varies), for the most southeasterly corner and POINT OF BEGINNING of the herein described parcel; THENCE departing said existing ROW line of Lake Creek Dr., with said proposed southerly ROW line of R,M, 620, through the interior of said Lot 1 the following five (5) courses: 6) Along a curve to the right, having a delta angle of 03051'03", a radius of 184.30 feet, an arc length of 12.39 feet, and a chord which bears S 88001'33" W for a distance of 12.38 feet to a'/" iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type II monument), 91.01 feet right of proposed R. M_ 620 baseline station 479+66.46, for a point of non-tangency.- 7) on-tangency;7) N 42055'37" W for a distance of 26.85 feet to a'/z' iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type II monument), 71.90 feet right of proposed R.M 620 baseline station 479+47.97, for an angle point of the herein described parcel; 8) S 88°01'19" W for a distance of 47.00 feet to a '/:" iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type II monument), 75.30 feet right of proposed R.M. 620 baseline station 479+01.94, for an angle point of the herein described tract; 9) S 88°48'46" W for a distance of 39.07 feet to a'/2" iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type II monument), 78.00 feet right of proposed R.M. 620 baseline station 478+63 70, for a point of curvature to the right; 10) Along said curve to the right, having a delta angle of 03°22'03", a radius of 4078.00 feet, an are length of 239.68 feet, and a chord which bears N 85°16'08" W for a distance of 239,64 feel to a W iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type II monument) 78,00 feet right of proposed R M. 620 baseline station 476+28.61, for a point of curvature to the left in the existing southerly ROW line of R.M. 620, same being the northerly boundary line of said Lot 1, for the most westerly corner of the herein described parcel, Revised 04/25/17 Parcel 5, Part 1 & 2 Page 3 of 7 THENCE departing said proposed ROW line, with said existing southerly ROW line of R.M. 620, same being said northerly boundary line of Lot 1 the following three (3) courses: 11) Along a curve to the left, having a delta angle of 07°18'49", a radius of 1,004.93 feet, an arc length of 128.28 feet, and a chord which bears S 88003'17" E for a distance of 128.19 feet to a calculated point of tangency; 12) N 88°29103" E at a distance of 0.87 feet pass a'/" iron rod found with plastic cap, and continuing for a total distance of 200.15 feet to a Ma" iron rod found with plastic cap; 13) S 51°12'45" E for a distance of 30.52 feet to a calculated point, being the intersection of said existing westerly ROW line of Lake Creek Dr. and said existing southerly ROW line of R.M. 620, same being the most northeasterly comer of said Lot 1, for an angle point of the herein described parcel; 14) THENCE departing said existing southerly ROW line of R.M. 620, with said existing westerly ROW line of Lake Creek Dr., same being the easterly boundary line of said Lot 1, S 10053'43" E for a distance of 18.73 feet to the POINT OF BEGINNING, containing 0.094 acres (4,107 square feet) of land, more or less. Summary Part 1 = 0.137 acres (5,979 square feet) Part 2 = 0.094 acres (4,107 square feet) Total = 0.231 acres (10,086 square feet) This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HA D AND SEAL at Round Rock, Williamson County, Texas. { M. 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Ig -0ID II • AU� .S ^x'Is 6 1 zi T- 9 1 ', 00•ZBV'*risialn VIVO City of Round Rock a ROUND ROCK Agenda Item Summary Agenda Number: Title: Consider executing a Quitclaim Deed to the State of Texas in and to certain right of way parcels as required for utility relocation reimbursement claims of the City in connection with Utility Advance Funding Agreement and Standard Utility Agreement with TxDOT as part of the RM 620 Improvement Project. Type: City Manager Item Governing Body: City Manager Approval Agenda Date: 6/14/2019 Dept Director: Gary Hudder, Transportation Director Cost: $0.00 Indexes: Attachments: Deed-00425455.PDF, Exhibits-00425511.PDF, LAF-00425667.PDF Department: Transportation Department Text of Legislative File CM -2019-0178 TxDoT requires the release of any existing utility easements in acquired right of way parcels as a prerequisite to reimbursement for the costs of relocating same as required by the proposed RM 620 roadway project. 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