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HomeMy WebLinkAboutRES 092419-Y - ANX ROW SW BypassRESOLUTION NO. I q A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GEORGETOWN, TEXAS, PETITIONING FOR THE ANNEXATION OF APPROXIMATELY 80.79 ACRES OF CITY -OWNED RIGHT-OF-WAY SITUATED IN PART IN THE JOSEPH THOMPSON SURVEY ABSTRACT NO. 608, IN PART IN THE JOHN POWELL SURVEY ABSTRACT NO. 491, AND IN PART IN THE LEWIS J. DYCHES SURVEY ABSTRACT NO. 180 AND KNOWN AS THE SOUTHWEST BYPASS; FINDING THAT SURROUNDING THE AREA BETWEEN THE SOUTHWEST BYPASS AND THE CURRENT CITY LIMITS IS IN THE PUBLIC INTEREST; DIRECTING INITIATION OF ANNEXATION PROCEEDINGS; DIRECTING PUBLICATION OF NOTICE FOR PROPOSED ANNEXATION; AND DIRECTING CITY STAFF TO PREPARE A SERVICE PLAN FOR THE AREA TO BE ANNEXED. WHEREAS, the City of Georgetown ("City"), as the owner of the hereinafter described right-of-way, desires for the City, pursuant to Section 43.1055 of the Local Government Code, to annex said area of land into the City of Georgetown, to -wit: 80.79-acre tract of land situated in part in the Joseph Thompson Survey, Abstract No. 608, in part in the John Powell Survey Abstract No. 491, and in part in the Lewis J Dyches Survey Abstract No. 180, more particularly shown on the map in Exhibit "A" and described by metes and bounds in Exhibit "B, " which are attached hereto and incorporated herein by reference as if set forth in full (the "Southwest Bypass Right -of -Way"); WHEREAS, the annexation of right-of-way under Section 43.1055 triggers the non - consent annexation procedures of Subchapter C-1 of the Local Government Code, including the requirement of two public hearings before a municipality may institute annexation proceedings, the requirement that the annexation must be completed within 90 days after the date the proceedings are instituted, and the requirement that City Staff prepare a service plan for the area to be annexed before annexation; WHEREAS, the area to be annexed must be 1,000 feet in width at its narrowest point unless the annexation is initiated upon the written petition of the owner(s) of the area to be annexed; WHEREAS, if a proposed annexation would cause an area to be entirely surrounded by Resolution No. 0012A l l— y Page 1 of 3 Southwest Bypass Annexation Exhibits A, B, and C the annexing municipality but would not include the area within the municipality, the City Council must find, before completing the annexation, that surrounding the area is in the public interest; and WHEREAS, the annexation of the Southwest Bypass Right -of -Way would cause the area identified in Exhibit "C" attached hereto and incorporated herein to be entirely surrounded by the City of Georgetown but would not include the area within the municipality. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF GEORGETOWN, TEXAS: SECTION 1: The City Council of the City of Georgetown, being the sole owner of the Southwest Bypass Right -of -Way, hereby requests and petitions that the City of Georgetown annex the Southwest Bypass Right -of -Way; SECTION 2: The City Council of the City of Georgetown, after consideration of the circumstances and the information presented by City Staff, hereby finds that it is in the public interest to cause the area identified in Exhibit "C" attached hereto to be entirely surrounded by the City of Georgetown; SECTION 3: City Staff is directed to prepare a service plan for the area to be annexed in accordance with Section 43.056 of the Local Government Code, and said service plan shall be available for public inspection at the public hearings held under Section 43.063 of the same; SECTION 4: The City Secretary is directed to commence the publication of notices of two public hearings before the City Council on the subject of the proposed annexation of said area into the city limits; and further, to place upon the City Council Agendas the consideration of the passage of an ordinance annexing said area into the city limits in accordance with State Law; the tentative schedule for said hearings and ordinance consideration shall be as follow, but in no event shall the annexation be completed any later than December 31, 2019: Resolution Petitioning for Annexation: First Public Hearing: Second Public Hearing: Approval of the Service Plan: Annexation Ordinance (First Reading): Annexation Ordinance (Second Reading): Resolution No. W!A 1q� Southwest Bypass Annexation September 24, 2019 (today) October 22, 2019 October 22, 2019 November 26, 2019 November 26, 2019 December 10, 2019 Page 2 of 3 Exhibits A, B, and C SECTION 5: The Mayor is hereby authorized to execute, and the City Secretary to attest this Resolution. SECTION 6: This resolution shall become effective immediately upon adoption. RESOLVED this 24th day of September, 2019. THE TY OF GEORGETOWN: N Dale Ross Mayor APPROVED AS TO FORM: C re a S9,Ye,rngsSiY7 �3 S f : City Attorney ATTEST: 2d'L4e�, _ — - Robyn Densmore, TRMC City Secretary Resolution No. 09A 14 `A Page 3 of 3 Southwest Bypass Annexation Exhibits A, B, and C SOUTHWEST BYPASS PARCEL 1, PART 2 WILLIAMSON COUNTY EXHIBIT PROPERTY DESCRIPTION Page 1 of 2 11 /27/18 DESCRIPTION OF A 0.058 ACRE (2,526 SQUARE FOOT), TRACT 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 SPECIAL WARRANY DEED TO TEXAS CRUSHED STONE CO., RECORDED IN DOCUMENT NO. 2011013402, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.058 ACRE (2,526 SQUARE FOOT) TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2" iron rod with plastic cap stamped "INLAND 4933" set, being in the common existing northerly right-of-way (R.O.W.) line of Southwest Bypass (400' R.O.W. width), and the southerly boundary line of the northerly remainder portion of said 895.98 acre remainder tract; the grid coordinates of said point for this description being determined as Northing=10193526.20, Easting=3123028.50, Texas State Plane Coordinate System, Central Zone No. 4203 (TXSPC Zone 4203), same being the southwesterly corner and POINT OF BEGINNING of the herein described tract and from which a 1/2" iron rod with plastic cap stamped "INLAND 4933" set, for a point of compound curvature in said common line, bears along a curve to the right, having a delta angle of 15°48'36", a radius of 3,205.00 feet, an arc length of 884.37 feet, and a chord which bears N 64°1 T00" W for a distance of 881.57 feet; 1) THENCE, departing said existing R.O.W. line, through the interior of the northerly portion of said 895.98 acre remainder tract, N 80°14'33" E for a distance of 111.10 feet to a 1/2" iron rod with plastic cap stamped "INLAND 4933" set, in the westerly boundary line of that called 2.241 acre tract (Exhibit "A" and Exhibit "D" Parcel 1-E) of land described in Special Warranty Deed to the City of Georgetown recorded in Document No. 2016109507 of the Official Public Records of Williamson County, Texas, for the northeasterly corner of the herein described tract; 2) THENCE, with the westerly boundary line of said 2.241 acre tract, S 16005'27" W for a distance of 50.00 feet to the calculated southwesterly corner of said 2.241 acre tract, same being the common line of said northerly remainder portion of the 895.98 acre remainder tract, and said northerly R.O.W. line of Southwest Bypass, for the southeasterly corner of the herein described tract; 3) THENCE, departing said 2.241 acre tract, with said common line, along a curve to the right, having a delta angle of 01°47'16", a radius of 3,205.00 feet, an arc length of 100.00 feet, and a chord which bears N 73°00'56" W for a distance of 100.00 feet to the POINT OF BEGINNING, containing 0.058 acres (2,526 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 TRAVIS § That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct and that the property described herein was determined by a survey made on the ground under my direct supervision. WITNESS MY ZHANY SEAL at Rd Rk, Wil is n County, Texas. o n-ocL M. Sfeph`en Trdesaa(e r Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Geodetics, LLC Firm Registration No: 100591-00 1504 Chisholm Trail Road, Suite 103 Round Rock, TX 78681 21y Date ., M.,t rmi iris TAIESDAL • .1•.w NM ,•• •�•.. ' 4933 S:I HDR-PROJECTSISWBYPASSIPARCELSITEXAS CRUSHED STONE Parcel 1-21PARCEL 1 (WEIR) TXCSIPARCEL 1-PART 2.doc 0 O n )07 o p � j� Nbe u Z _ n Z N < QQ�fl$F O- w \ J w a r O lV/ U O in U W Z W U., 0" _ uoo LO Q a OF— ~ Uzzft- � Z� ! or. F Q) � �� 3 W =�0$ �W NQ Iz UQ <4�, Quo <� Man W��,t>o. M Dli7� Z 4 0 f u L� c�. r-in - WW �� Cl yin; •-c!ll.co �OZ mry3J. Q_ aG UX(n V - cc a r a ` �tO N ac r LU a / O Lf)'O Q w i (00..0" �q 0 w OL z ci cryi - M,.�z ,091S) z5m co F- LLJ w' ao o F- Z 0 3 r� Z Q 0 W n r (y Q M V rw W F-(n �>- o 0 M aJ41j���4 d' a. w � 0 ( ¢ M00 v, � Z a goT oXL :Vo ~U) ¢ncg r.,z o� z¢ Wm¢ 2 rr Io F3a Z�F �[��ZWCF�Q z � w yN 0 Z O d Z Z Q �N � M LU S aUafZ Na0 winc7 �,w-� No qL� W m� ONw� ZGp Z OJWQ��Q Q Ld ¢U��``4+ pUw/1 ..Ii¢DNZm4E='pp '� = UO¢ OCQZ JNlUwZJ C_;��1 \QwmaVaafC 03 � Q (A : ¢ L"Rwr� m OUw U1J �Z 1aJ�JUp Oar 7� u, x z a � 3� F - F o ccj 2• 'n w z x 3 z Ld [L 4 O � c> rn z� r'' a F a p ac ¢ ' o U 2 } o to 2 9C 0 J rn o r � � L,l � Lna r� FI,• rKS� Zao YN aoV�-a n a ty ¢ O� wwi �Uyl�`°r�'n:a�Uo O mQZ Q� woo Z VjOt"s� n �F-O FO Farr �' .ral02a'�O 1i �v,r1i cnU -ace 3 ot�_��� Deed Report Tue Nov 27 15:17:58 2018 Deed Name: PARCEL 1-PART 2-SKETCH Starting Coordinates: Northing 10195688.40, Easting 3122822.85 Bearing Distance Type Radius Arc Len Delta Tangent Description N 73000'56" W 100.00 CURVE R 3205.00 100.00 1047116" 50.01 Rad-In: N 16005126" E Rad-Out: N 17052142" E N 80014'33" E 111.10 LINE S 16005'27" W 50.00 LINE Ending Coordinates: Northing 10195688.40, Easting 3122822.85 Area: 2525.52 S.F., 0.0580 Acres Total Perimeter Distance> 261.10 Closure Error Distance> 0.0038 Error Bearing> N 76001116" E Closure Precision> 1 in 69564.3 Page 1 of 1 Deed Report Tue Nov 27 15:19:49 2018 Deed Name: PARCEL 1-PART 2-DESC Starting Coordinates: Northing 10196308.19, Easting 3122834.52 Bearing Distance Type Radius Arc Len Delta Tangent Description N 73000156" W 100.00 CURVE R 3205.00 100.00 1047116" 50.01 Rad-In: N 16005126" E Rad-Out: N 17052142" E N 80014133" E 111.10 LINE S 16005127" W 50.00 LINE Ending Coordinates: Northing 10196308.19, Easting 3122834.52 Area: 2525.52 S.F., 0.0580 Acres Total Perimeter Distance> 261.10 Closure Error Distance> 0.0038 Error Bearing> N 76°01116" E Closure Precision> 1 in 69564.3 Page 1 of 1 SOUTHWEST BYPASS PARCEL 1 WILLIAMSON COUNTY EXHIBIT PROPERTY DESCRIPTION Page 1 of 4 DESCRIPTION OF A 51.515 ACRE (2,243,977 SQUARE FOOT), TRACT OF LAND SITUATED IN PART THE JOSEPH THOMPSON SURVEY, ABSTRACT NO, 608 AND IN PART THE JOHN POWELL SURVEY, ABSTRACT NO. 491 IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT CALLED 895.98 ACRE TRACT OF LAND, CONVEYED TO TEXAS CRUSHED STONE CO., BY INSTRUMENT RECORDED IN DOCUMENT NO. 2011013402, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 51.515 ACRE (2,243,977 SQUARE FOOT) TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a TxDOT type I concrete marker found for a point of curvature in the existing southeasterly right-cf- way (R.O.W.) line of F.M, 2243 (80' R.O.W. width), the grid coordinates of said point for this description being determined as Northing=10194457.37, Easting=3120541.87, Texas State Plane Coordinate System, Central Zone No 4203 (TXSPC Zone 4203), being in the northwesterly boundary line of said 895.98 acre tract, - THENCE, with said common R.O.W. / boundary line, along a curve to the right, having a radius of 11419.19 feet, a delta of 01'57'02", an arc length of 388.75 feet, and a chord which bears N 58'34'20" E, a distance of 388.73 feet to a TxDOT type I concrete marker found for a point of tangency; THENCE, continuing with said common R.O.W. / boundary line, N 59°34'08" E for a distance of 19 40 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", the grid coordinates of said point for this description being determined as Northing=10194669.68, Easting=3120890.24, TXSPC Zone 4203, being in the proposed southwesterly R.O.W. line of Southwest Bypass (R.O.W. width varies), for the southwest corner and the POINT OF BEGINNING of the herein described tract; 1) THENCE, departing the proposed southwesterly R.O.W. line of said Southwest Bypass, continuing with said common R.O.W. I boundary line, N 59°34'08" E for a distance of 575.44 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", in the proposed northeasterly R.O.W. line of said Southwest Bypass, for the northwest corner of the herein described tract; THENCE, departing said common R.O.W. / boundary line, through the interior of said 895.98 acre tract, with the proposed northeasterly and northerly R.O.W. line of said Southwest Bypass, the following five (5) courses, 2) S 30025'52" E for a distance of 470.40 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", for the beginning of a curve to the left; 3) Along said curve to the left, having a radius of 1,984.39 feet, a delta angle of 25°52'50", an arc length of 896.35 feet, and a chord which bears S 43022'17" E, for a distance of 888.75 feet, to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", for a point of compound curvature; 4) Along said curve to the left, having a radius of 3,205.00 feet, a delta angle of 36°31'19", an arc length of 2042.96 feet, and a chord which bears S 74034'22" E, for a distance of 2008.55 feet, to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933" to a point of tangency; 5) N 87°09'59" E for a distance of 1401.65 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", for the beginning of a curve to the left; 6) Along said curve to the left, having a radius of 10,550.00 feet, a delta angle of 0°12'52", an arc length of 39.49 feet, and a chord which bears N 87°03'33" E, for a distance of 39.49 feet, to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", being in the westerly boundary line of that called 175.62 acre tract of land (Tract 1) conveyed to Texas Crushed Stone Co., by instrument recorded in Volume 744, Page 516, of the Deed Records of Williamson County, Texas, same being the easterly boundary line of said 895.98 acre tract, for the northeast corner of the herein described tract, and from which a 1/2" iron rod found in said easterly boundary line, being the southwest corner of that called 137.86 acre tract of land conveyed to W. M. Laubach, by instrument recorded in Volume 329, Page 194, of the Deed Records of Williamson County, Texas, same being the northwest corner of said 175 62 acre tract bears, N 20°07'58" W at a distance of 782.22 feet; SOUTHWEST BYPASS PARCEL 1 WILLIAMSON COUNTY Page 2 of 4 7) THENCE, departing the proposed northerly R.O.W. line of said Southwest Bypass, with the common boundary line of said 175.62 acre tract and said 895.98 acre tract S 20007,58" E for a distance of 417.75 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", in the proposed southerly R.O.W, line of said Southwest Bypass, for the southeast corner of the herein described tract; THENCE, departing said common boundary line, through the interior of said 895.98 acre tract, with the proposed southerly and southwesterly R.O.W. line of said Southwest Bypass the following five (5) courses: 8) Along a curve to the right, having a radius of 10,950.00 feet, a delta angle of 0°51'24", an arc length of 163.72 feet, and a chord which bears S 86044'17" W, for a distance of 163.72 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933" for a point of tangency; 9) S 87°09'59" W for a distance of 1401.65 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933" for the beginning of a curve to the right; 10) Along said curve to the right, having a radius of 3,605.00 feet, a delta angle of 36031'19", an arc length of 2297.93 feet, and a chord which bears N 74034'22" W, a distance of 2259.23 feet, to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933" for a point of non -tangency; 11) N 64°57'50" W for a distance of 484.22 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933" for the beginning of a non -tangent curve to the right; 12) Along said curve to the right, having a radius of 3,500.00 feet, a delta angle of 18025'54", an arc length of 1125.92 feet, and a chord which bears N 37036'34" W, for a distance of 1121.07 feet, to the POINT OF BEGINNING, containing 51.515 acres (2,243,977 square feet) of land, more or less. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. This property description is accompanied by a separate plat - That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct and that the property described herein was determined by a survey made on the ground under my direct supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. M. Step yen fruesdale Registered Professional Land Surveyor No Licensed State Land Surveyor Inland Geodetics, L.P. Firm Registration No. 100591-00 1504 Chisholm Trail Road, Suite 103 Round Rock, TX 78681 512-238-1200 ,ZO12 Date 4933 ,0F, i �"'s•�s rFi�• 9+R Y ...,,. ...u.....• t M, MEPHEN TRUESDAt.E Y 4933 �r 4 P.O.C. a GRID COORDINATES i c+ N=10I94457.37 �T E=312O541.87 v fk3 CIO d DELTA 01'57'02" N 59034'08" E RADIUS = 11419.19' 19.40' ARC - 388 75' CHORD = 388.73' (140.4 V4R4S) N58034'20"E (N610E) N 52-13'52" E \ 12.06' ( NGO'E \ \4.9 VARAS TEXAS CRUSHED STONE COMPANY 396.40 ACRES \ VOL. 522 PG 455 0-R.W.C.T. LEGEND 0 1/2" IRON ROD FOUND UNLESS NOTED O 1/2 " IRON ROD W/PLASTIC CAP SET STAMPED "INLAND 4933" ♦ NAIL FOUND A CALCULATED POINT Q COTTON SPINDLE FOUND ■ TYPE I CONC MARKER FNO GUY ANCHOR Q POWER POLE ( ) RECORD INFO PROPERTY LINE P.O.B. POINT OF BEGINING P.O.C. POINT OF COMMENCEMENT —X— WIRE FENCE —OE— OVERHEAD ELECTRIC LINE EDGE OF PAVEMENT BREAK LINE D_R.W.C.T, DEED RECORDS WILLIAMSON COUNTY, TEXAS P.R.W.C,T. PLAT RECORDS WILLIAMSON COUNTY, TEXAS O.R.W.C-T. OFFICIAL RECORDS WILLIAMSON COUNTY. TEXAS 0 P.R W.C.T, OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY. TEXAS P.O.B. GRID COORDINATES N-10194669.68 E=3120890.24 DELTA = 18025'54" RADIUS 3500.00' ARC = 1,25.92' CHORD = 1121.07' N37036'34"W EXHIBIT of PLAT TO ACCOMPANY DESCRIPTION PARCEL l PAR T / 51.. 5/5 A CRES 2,243,977 SOFT PA O,r ys�OS�SOa �4Y TEXAS CRUSHED STONE CO. 895.98 A CRES DOC. NO. 20110134 02 0. P. R. w. C. T. TEXAS CRUSHED S TONE CO. 895.98 ACRES DOC. NO. 2011013402 0. P. R. W. C. T. DELTA = 25052'50" RADIUS = 1964.39' ARC = 896,35' CHORD = 888.75' S 430 22'17"E DELTA = 36031'19" RADIUS = 3205 00' ARC = 2042.96' CHORD = 2008.55' S 7 40 34'22"E I soy. � Ty f00 0 100 200 SCALE I" = 200' J� DELTA = 3603119" Z RAD = 3605.00' C Q ARC = 2297.93' �,� PAGE 3 OF 4 CHORD = 2259.23' Lc! N74034'22"W c7 .. 1 Ai 1 h hl rl PARCEL I TEXAS CRUSHED STONE CO. 100 0 100 200 SCALE I" = 200' M4j C��.1 CL y44 4 EXHIBIT PLAT TO ACCOMPANY DESCRIPTIOA TEXAS CRUSHED STONE CO. 895,98 A CRES DOC. NO. 2011013402 O. P.R. W. C. T. V 0 0° W. M. LAUBACH 137.86 ACRES VOL. 329 PG. 194 / D.R.W,C T. / � 1 J ^� r TEXAS CRUSHED / STONE CO. �N•�1 (TRACT 1) l 175.62 ACRES VOL. 744 PG. 516 I D.R.W.C_T. J N 87°09'59" E [401.65' WRY � PROPOSED RIGHT OF I �O l _ tow 0 - 0 PARCEL / c a � 0 515/5 A CRES �• _ _ . „ - ' ' L 0 2,243,977 SOFT RIGHT OF WAY S B7°09'59" W IAO1.65' ! DELTA = 00031'24" RADIUS - 10.950,00' J n ARC - 163.72' DELTA = 36°31'19" �Gl��`- ..i ;.. * .` V CHORfl = 163.72' RADIUS = 3605.00' S86°44'17"W ARC - 2297.93' r J r . . CHORD - 2259.23' NOTES_ N74034'22'W 1) BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE. DISTANCES ARE SURFACE DISTANCES. 2) THE SURVEY SHOWN HEREON WAS PREPARED IN CONJUNCTION WITH THAT COMMITMENT FOR TITLE INSURANCE GF NO. 120067129 P. ISSUED TEXAS CRUSHED STONE CO. BY STEWART TITLE COMPANY. EFFECTIVE DATE 08/29/2012, ISSUE DATE 09/05/2012. 895.98 ACRES / r SCHEDULE B: DOC. NO. 201101,3402 II. EASEMENT TO TEXAS POWER & LIGHT CO., RECORDED IN VOLUME 309, PAGE 396, O.R.W.C.T. DOES NOT AFFECT. O.P.R. W.C. T. 12 100' WIDE EASEMENT TO LOWER COLORADO RIVER AUTHORITY (L.C.R.A.), RECORDED IN VOLUME 336, PAGE 48. O.R.W C T. DOES NOT AFFECT 13. CHANNEL EASEMENT TO STATE OF TEXAS. RECORDED IN VOLUME 409, PAGE 78, O.R.W.C.T. DOES NOT AFFECT. 14. PIPELINE EASEMENT TO SEMINOLE PIPELINE COMPANY, RECORDED IN VOLUME 851. PAGE 815, D.R.W C.T. AND SUPPLEMENTAL PIPELINE RIGHT-OF-WAY AGREEMENT, RECORDED IN VOLUME 2230, PAGE 215, O.R.W.C.T. DOES NOT AFFECT. 15. 100' WIDE EASEMENT TO LOWER COLORADO RIVER AUTHORITY (L.0 R.A.), RECORDED IN VOLUME 603, PAGE 314. O.R.W.C.T. AFFECTS AS SHOWN, 16. CONTRACT AND AGREEMENT WITH CITY OF GEORGETOWN. RECORDED IN VOLUME 1515. PAGE 297. 0 R W.C.T. AMENDMENT RECORDED IN STATE OF TEXAS DOCUMENT NO. 9547979. O.R.W.C.T. SUBJECT TO, COUNTY OF WILLIAMSON OF 17_ ACCESS EASEMENT TO L.C.R.A., RECORDED IN VOLUME 2253, PAGE 131. O.R,W.C.T DOES NOT AFFECT. �....�. 1 HEREBY CERTIFY THAT THIS PLAT IS TRUE CORRECT AND THAT THE PROPERTY SHOWN HEREON WAS DETERMINED BY A SURVEYEY MADE ON THE GROUND UNDER MY DIRECT +� 5 TE'• + 18. EASEMENT TO L.C.R.A., RECORDED IN VOLUME 2253• PAGE 177. O.R.W.C.T. DOES NOT AFFECT. ��'�,G 'q�•�'�7 SUPERVISION. ¢ O 19. EASEMENT TO CITY OF GEORGETOWN, RECORDED IN DOCUMENT NO. 2008089437, O.P.R.W.C.T., DOES NOT AFFECT ENE EXAS. �+'P}I STEPHEN TRUESDALE20. UTILITY EASEMENT TO CITY OF GEORGETOWN, RECORDED IN DOCUMENT N0. 2009029384, O.P,R.W C.T. DOES NOT AFFECT. 21. TERMS. PROVISIONS AND CONDITIONS OF THAT CERTAIN INDUSTRIAL DISTRICT AGREEMENT, BY AND BETWEEN TEXAS CRUSHED STONE 2Or� i p '0 �AND CITY OF GEORGETOWN. RECORDED IN DOCUMENT N0. 2011022308. O.P.R.W.G.T., SUBJECT TO ••.... 3) THERE MAY BE OTHER INSTRUMENTS OF RECORD UNKNOWN TO THE UNDERSIGNED THAT MAY AFFECT THIS TRACT REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 Su� LICENSED STATE LAND SURVEYOR INLAND GEODETICS, LP PARCEL 1 FIRM REG. NO. 100591-00 1504 CHISHOLM TRAIL RD. SUITE 103 TEXAS CRUSHED STONE C O . ROUND ROCK, TX 78681 DELTA 36°31'19" RADIUS = 3205.00' ARC • 2042.96' CHORD - 2000,55' S74034' 22"E S0`R rHWEs o,w w�aT-H ARgs Ass PROPOSED DELTA ° 00°12'5Z" RADIUS = 10.550,00' ARC - 39.49' CHORD = 39.49' N87003'33"E LEGEND 0 1/2" IRON ROD FOUND UNLESS NOTED O 1/2 " IRON ROD W/PLASTIC CAP SET STAMPED "INLAND 4933" ♦ NAIL FOUND 6 CALCULATED POINT OO COTTON SPINDLE FOUND ■ TYPE I CONC MARKER FNO GUY ANCHOR POWER POLE ( ) RECORD INFO PROPERTY LINE P.O.B. POINT OF BEGINV4G P.O.C. POINT OF COMMENCEMENT -X- WIRE FENCE -OE- OVERHEAD ELECTRIC LINE �,- EDGE OF PAVEMENT -J� BREAK LINE D.R.W.C,T. DEED RECORDS WILLIAMSON COUNTY, TEXAS P.R.W-C.T. PLAT RECOROS WILLIAMSON COUNTY, TEXAS O.R.W.C.T_ OFFICIAL RECORDS WILLIAMSON COUNTY, TEXAS O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS PAGE 4 OF 4 SOUTHWEST BYPASS PARCEL 1-E, PARTS 1 & 2 WILLIAMSON COUNTY EXHIBIT PROPERTY DESCRIPTION Page 1 of 4 DESCRIPTION OF A 4.594 ACRE (200,131 SQUARE FOOT), TRACT OF LAND SITUATED IN THE JOSEPH THOMPSON SURVEY, ABSTRACT NO. 608 IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT CALLED 895.98 ACRE TRACT OF LAND, CONVEYED TO TEXAS CRUSHED STONE CO., BY INSTRUMENT RECORDED IN DOC. NO, 2011013402, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 4,594 ACRE (200,131 SQUARE FOOT) TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED AS PART 1 CONTAINING 2.241 ACRES (97,616 SQUARE FEET), AND PART 2 CONTAINING 2.353 ACRES (102,515 SQUARE FEET) BEING DESCRIBED BY METES AND BOUNDS AS FOLLOWS: PART 1 (2.241 ACRE 97,616 SQUARE FOOT) COMMENCING at a 1/2" iron rod found, in the easterly boundary line of said 895.98 acre tract, being the northwest corner of that called 175.62 acre tract (Tract 1) conveyed to Texas Crushed Stone Co., by instrument recorded in Volume 744, Page 516, of the Deed Records of Williamson County, Texas, same being the southwest corner of that called 137.86 acre tract of land conveyed to W. M. Laubach by instrument recorded in Volume 329, Page 194, of the Deed Records of Williamson County, Texas, the grid coordinates of said point for this description being determined as North ing=10194180.99, Easting=3125340.68, Texas State Plane Coordinate System, Central Zone No. 4203 (TXSPC Zone 4203); THENCE, with the common boundary line of said 895.98 acre tract and said 175.62 acre tract, S 20°07'58" E for a distance of 782.22 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", being in the proposed northerly right-of-way (R.O.W.) line of Southwest Bypass (400' R.O.W. width); THENCE, departing said common boundary line, through the interior of said 895.98 acre tract, with said proposed northerly R.O.W. line, the following three (3) courses: Along said curve to the right, having a delta angle of 00012'52", a radius of 10,550.00 feet, an arc length of 39.49 feet, and a chord which bears S 87°03'33" W for a distance of 39.49 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", for a point of tangency; S 87`09'59" W for a distance of 1401.65 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", for the beginning of a curve to the right; Along said curve to the right, having a delta angle of 09'55'05", a radius of 3,205 feet, an arc length of 554.79 feet, and a chord which bears N 87052'29" W for a distance of 554.10 feet to a calculated point for the southeast corner and the POINT OF BEGINNING of the herein described tract, the grid coordinates of said point for this description being determined as Northing=10193395.91, Easting=3123617 07, TXSPC Zone 4203; SOUTHWEST BYPASS Page 2 of 4 PARCEL 1-E, PARTS 1 & 2 WILLIAMSON COUNTY 1) THENCE, continuing through the interior of said 895.98 acre tract, with said proposed northerly R.O.W. line, along a curve to the right, having a delta angle of 09000'23", a radius of 3,205.00 feet, an arc length of 503.79 feet, and a chord which bears N 78024'45" W for a distance of 503.28 feet to a calculated point, for the southwest corner of the herein described tract; THENCE, departing said proposed northerly R.O W. line, and continuing through the interior of said 895.98 acre tract, the following three (3) courses: 2) N 16°05'27" E for a distance of 200.00 feet to a calculated point for the northwest corner of the herein described tract; 3) Along said curve to the left, having a delta angle of 09°00'23", a radius of 3,005.00 feet, an arc length of 472.36 feet, and a chord which bears S 78024'45" E for a distance of 471.87 feet to a calculated point, for the northeast corner of the herein described tract; 4) S 07005'04" W for a distance of 200.00 feet to the POINT OF BEGINNING, containing 2.241 acres (97,616 square feet) of land, more or less. PART 2 (2.353 ACRE 102,515 SQUARE FOOT) COMMENCING at a 1/2" iron rod found, in the easterly boundary line of said 895.98 acre tract, being the northwest corner of that called 175.62 acre tract (Tract 1) conveyed to Texas Crushed Stone Co., by instrument recorded in Volume 744, Page 516, of the Deed Records of Williamson County, Texas, same being the southwest corner of that called 137.86 acre tract of land conveyed to W. M. Laubach by instrument recorded in Volume 329, Page 194, of the Deed Records of Williamson County, Texas, the grid coordinates of said point for this description being determined as Northing=10194180.99, Easting=3125340.68, TXSPC Zone 4203, THENCE, with the common boundary line of said 895.98 acre tract and said 175.62 acre tract, S 20°07'58" E at a distance of 782.22 feet pass a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", being in the proposed northerly right-of-way (R.O.W.) line of Southwest Bypass (400' R.O.W. width), and continuing for a total distance of 1199.97 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", in the proposed southerly R.O.W line of said Southwest Bypass; THENCE, departing said common boundary line, and through the interior of said 895.98 acre tract, with said proposed southerly R.O.W. line, the following three (3) courses: Along a curve to the right, having a delta angle of 00051'24", a radius of 10,950.00 feet, an arc length of 163,72 feet, and a chord which bears S 86°44'17" W for a distance of 163.72 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", for a point of tangency; S 87°09'59" W for a distance of 1401.65 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", for the beginning of a curve to the right; Along said curve to the right, having a delta angle of 10°30'40", a radius of 3,605.00 feet, an arc length of 661.34 feet, and a chord which bears N 87°34'41" W for a distance of 660.41 feet to a calculated point, for the northeast corner and the POINT OF BEGINNING of the herein described tract, the grid coordinates of said point for this description being determined as Northing=10193003.81, Easting=3123530.75, TXSPC Zone 4203; SOUTHWEST BYPASS PARCEL 1-E, PARTS 1 & 2 WILLIAMSON COUNTY Page 3 of 4 THENCE, departing said proposed southerly R.O.W. line, and continuing through the interior of said 895.98 acre tract, the following three (3) courses: 1) S 07°36'08" W for a distance of 200.00 feet to a calculated point for the southeast corner of the herein described tract; 2) Along a curve to the right, having a delta angle of 07055143", a radius of 3,805.00 feet, an arc length of 526.54 feet, and a chord which bears N 78021'44" W for a distance of 526.12 feet to a calculated point for the southwest corner of the herein described tract; 3) N 15036'13" E for a distance of 200.00 feet to a calculated point in said proposed southerly R.O.W. line for the northwest corner of the herein described tract; 4) THENCE, with said proposed southerly R.O.W. line, and continuing through the interior of said 895.98 acre tract, along said curve to the left, having a delta angle of 07°55'29", a radius of 3,605.00 feet, an arc length of 498.61 feet, and a chord which bears S 78°21'37" E for a distance of 498.21 feet to the POINT OF BEGINNING, containing 2.353 acres (102,515 square feet) of land, more or less. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. This property description is accompanied by a separate plat. That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct and that the property described herein was determined by a survey made on the ground under my direct supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. M. Stephen Truesdale ' Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Geodetics, L.P_ Firm Registration No. 100591-00 1504 Chisholm Trail Road, Suite 103 Round Rock, TX 78681 512-238-1200 Date 8'�FHCr� t0uE50Mit: DELTA = 09000'23" RADIUS 3005.00' ARC = 472.36' CHORD - 471.87' sla°24'45"E 61S C, v o a ❑ O N ry DELTA = 09°00'23" RADIUS = 3205.00' ARC - 503.79' CHORD = 503.28' N78°24'45"W DELTA - 07955'29" RADIUS = 3605.00' ARC - 498.61' CHORD - 498.21' S 78° 21'37"E mo 0 fifl �r2 1 23s r3 d�`�■►I64�sS 5pFr —� ro C ra ev DELTA = 07°55'43" RAD . 3805 O' . ARC - 526.54' CHORD = 526.12' N78°21'44'W STATE OF TEXAS COUNTY OF WILLIAMSON EXHIBIT PLAT TO ACCOMPANY DESCRIPTION TEXAS CRUSHED STONE CO. 895.98 ACRES DOC. NO. 2011013402 O.P.R. WC T DELTA 09055'05" RADIUS = 3205.00' ARC - 554.79' CHORD - 554_10' N87052'29"W P,O.B. PARCEL I-E PART I GRID COORDINATES N-10193395.91 E-3123617.07 P.O.B. PARCEL I-E PART 2 GRID COORDINATES N=10193003.81 E=3123530.75 I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND THAT THE PROPERTY SHOWN HEREON WAS DETERMINED BY A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION. WITNESS MY HA AND AL AT Rf]i.NP ROCK. WILLIA N COUNTY, TEXAS. a rr� �2 M. STEPHEN TR E ALE DATE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND GEODETICS, LP FIRM REG, NO. 100591-00 1504 CHISHOLM TRAIL RD. SUITE 103 ROUND ROCK, TX 78681 1� W. M. LAUSACH r 137.86 ACRES al VOL. 329 PG- 194 D.R.W_C.T. _ _ P O.0 PARCEL I-E PARTS l AND 2 GRID COORDINATES N=10194180.99-- E=3125340.68 C„ram r Ut 100 0 100 200 � 1 - SCALE 1" = 200' " DELTA - 00°12'52" y j RADIUS - 10,550.00' �a r'/ ARC - 39.49' �1 , CHORD = 39.49' 1 cl S87003'33"W�11 S 87609'59' W 1401.65' AY I 4 SOUTHWEST BYPASS f $ (400' R.O.W. WIDTH) - O PROPOSED RIGHT OF WAY S 87ep9'59" 1 140l.68' DELTA - 10030'40' RAD - 3605,00' ARC - 661.34' CHORD = 660.41' N87034'41"W LEGEND • 1/2" IRON ROO FOUND UNLESS NOTED O 1/2 " IRON ROD W/PLASTIC CAP SET STAMPED "INLAND 4933" ♦ NAIL FOUND A CALCULATED POINT O- COTTON SPINDLE FOUND ■ TYPE I CONC MARKER FND GUY ANCHOR 10 POWER POLE { ) RECORD INFO PROPERTY LINE P.O.B. POINT OF BEGINING P.O.C. POINT OF COMMENCEMENT —X— WIRE FENCE —OE— OVERHEAD ELECTRIC LINE fir-- EDGE OF PAVEMENT —�— BREAK LINE D.R.W.C.T. DEED RECORDS WILLIAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS WILLIAMSON COUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS WILLIAMSON COUNTY. TEXAS O.P.R.W_C T OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY. TEXAS PARCEL I—E PARTS 1 B 2 TEXAS CRUSHED STONE CO. TEXAS CRUSHED ' STONE CO. (TRACT 1) 175.62 ACRES VOL. 744 PG. 516 D.R.W.C.T. E I DELTA - 00'51'24' 1 RADIUS - 10,950.00" i ARC - 163.72' CHORD - 163.72' S86044'17"W 0 PAGE 4 OF 4 SOUTHWEST BYPASS PARCEL 2 WILLIAMSON COUNTY W Aar-1© PROPERTY DESCRIPTION Page 1 of 3 DESCRIPTION OF A 23.012 ACRE (1,002,420 SQUARE FOOT), TRACT OF LAND SITUATED IN THE LEWIS J. DYCHES SURVEY, ABSTRACT NO. 180 IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT CALLED 175.62 ACRE TRACT (TRACT 1) OF LAND, AND A PORTION OF THAT CALLED 4.00 ACRE TRACT (TRACT II) OF LAND, CONVEYED TO TEXAS CRUSHED STONE CO., BY INSTRUMENT RECORDED IN VOLUME 744, PAGE 516, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 23.012 ACRE (1,002,420 SQUARE FOOT) TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a 1/2" iron rod found in the easterly boundary line of that called 895.98 acre tract of land conveyed to Texas Crushed Stone Co., by instrument recorded in Document No. 2011013402 of the Official Public Records of Williamson County, Texas, same being the southwest corner of that called 137.86 acre tract of land conveyed to W M. Laubach by instrument recorded in Volume 329, Page 194, of the Deed Records of Williamson County, Texas, same being the northwest corner of said 175.62 acre tract, the grid coordinates of said point for this description being determined as North ing=10194180.99, Easting=3125340.68, Texas State Plane Coordinate System, Central Zone No. 4203 (TXSPC Zone 4203); THENCE, with the common boundary line of said 895.98 acre tract and said 175.62 acre tract, S 20007'58" E for a distance of 782.22 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", at a point in the proposed northerly right-of-way (R.O.W.) line of Southwest Bypass (400' ll width), for the northwest corner and the POINT OF BEGINNING of the herein described tract, the grid coordinates of said point for this description being determined as Northing=10193446.67, Easting=3125609.88, TXSPC Zone 4203; THENCE, departing said common boundary line, through the interior of said 175.62 acre tract and said 4.00 acre tract, with said proposed northerly R.O.W. line the following two (2) courses: 1) Along a curve to the left, having a delta angle of 07057'12", a radius of 10,550.00 feet, an arc length of 1464.45 feet, and a chord which bears N 82058'31" E for a distance of 1463.27 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", for a point of tangency; 2) N 78°59'55" E, passing at a distance of 469.28 feet, the calculated intersection with the northwesterly boundary line of said 4.00 acre tract, and from which said calculated point, a 1/2" iron rod found, being the most northerly corner of said 4.00 acre tract bears. N 34°05'01" E at a distance of 114.17 feet, passing at a distance of 627 89 feel, the calculated intersection with the northeasterly boundary line of said 4.00 acre tract, and from which said calculated point, a 1/2" iron rod found, being the most easterly corner of said 4.00 acre tract, bears S 54°58'09" E at a distance of 305.57 feet, for a total distance of 1149.57 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", in the existing westerly R.O.W. line of the Georgetown Railroad (R.O.W. width varies), same being the easterly boundary line of said 175.62 acre tract, for the northeast corner of the herein described tract; THENCE, departing the proposed northerly R.O.W. line of said Southwest Bypass, with said existing westerly R.O.W. line, same being the easterly boundary line of said 175.62 acre tract, the following two (2) courses: 3) S 9022'23" W for a distance of 349.37 feet to a 112" iron rod with plastic cap set, stamped "INLAND 4933", for the beginning of a curve to the right; 4) Along said curve to the right, having a delta angle of 0°46'45", a radius of 5,699.65 feet, an arc length of 77.52 feet, and a chord which bears S 09°45'45" W for a distance of 77.52 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", in the proposed southerly ROW line of said Southwest Bypass, being the southeast corner of the herein described tract; THENCE, departing said existing westerly R.O.W. line, through the interior of said 175 62 acre tract and said 4.00 acre tract, with the southerly proposed R.O.W. line of said Southwest Bypass, the following two (2) courses: SOUTHWEST BYPASS PARCEL 2 WILLIAMSON COUNTY Page 2 of 3 5) S 78°59'55" W, passing at a distance of 340.95 feet, the calculated intersection with the southeasterly boundary line of said 4.00 acre tract, and from which said calculated point, a 1/2" iron rod found, being the most southerly corner of said 4.00 acre tract bears, S 34°04'20" W at a distance of 162.20 feet, passing at a distance of 566.49 feet the calculated intersection with the southwesterly boundary line of said 4.00 acre tract, and from which said calculated point, a 1/2" iron rod found, being the most westerly corner of said 4.00 acre tract bears, N 55001'25" W at a distance of 258.36 feet, for a total distance of 1000.45 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", for the beginning of a curve to the right; 6) Along said curve to the right, having a delta angle of 07°18'40", a radius of 10,950.00 feet, an arc length of 1397.24 feet, and a chord which bears S 82039'15" W for a distance of 1396.30 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", being in the common boundary line of said 895.98 acre tract and said 175.62 acre tract; 7) THENCE departing the southerly ROW line of said Southwest Bypass, with said common boundary line, N 20007'58" W for a distance of 417.75 feet to the POINT OF BEGINNING, containing 23.012 acres (1,002,420 square feet) of land, more or less. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. This property description is accompanied by a separate plat. That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct and that the property described herein was determined by a survey made on the ground under my direct supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. /4 M.. Ste5tepheh Truesdale Registered Professional Land Surveyor No_ 4933 Licensed State Land Surveyor Inland Geodetics, L.P. Firm Registration No. 100591-00 1504 Chisholm Trail Road, Suite 103 Round Rock, TX 78681 512-238-1200 Date W. M. LAUBACH 137.86 ACRES VOL. 329 PG. 194 D.R.W.C.T. P.O.C. GRID COORDINATES N=10194180.99 E=3125340.68 1 � L1 -� -' P.O.B. GRID COORDINATES N=10193446.67 E=3125609.88 O r.v 17 I I � Sc TEXAS CRUSHED STONE CO 895 98 ACRES DOC. NO. 2011013402 O.P.R.W.C.T. tiJ w. Rs,YV AV& + �UORG OWN w. ,fib*ry 4 SITE-,, LOCATION MAP N.T.S. i 100 0 100 200 SCALE I" = 200' EXHIBIT PLAT TO ACCOMPANY DESCRIPTION DELTA = 07°57'12' RADius - 10,550.00' ARC - 1464.45' CHORD - 1463.27' N82'58'31"E pUTHWEST BH PASS S t400' R,o.\N- woo ) PARCEL 2 23 012 ACRES IR i. PROPOSED R►Glib 11 T . y - � r! ' , r ✓ �Jn 1 J• � `r STATE OF TEXAS COUNTY OF WILLIAMSON I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND THAT THE PROPERTY ��� SHOWN HEREON WAS DETERMINED BY A SURVEY MADE ON THE GROUND UNDER MY DIRECT , OF r SUPERVISION. t �.• '7 •• E WITN!:S!AY I NND SED,_ ?-63UND RO- WAMSON COUNTY, TEXAS. 7I •�1Y1, `S•T4 EPBEN TRUESGO ' PM. SrESDALE DATE 49`' 4V1 REGISTERED PROFESSIONAL LAND SURVEYOR NO- 4933 4 • dF i7 LICENSED STATE LAND SURVEYOR+`'• BS5� fra INLAND GEODETICS, LP FIRM REG. NO. I00591-00 1504 CHISHOLM TRAIL RD. SUITE 103 ROUND ROCK, TX 78681 OF WAY GYIT l TEXAS CRUSHED STONE CO'$ (TRACT /) o I o 175.62 ACRES VOL. 744 PG. 516 D.R. WC. T. I DELTA 07'I8'40' RADIUS = 10.950.00' ARC - 1397.24' CHORD - 1396.30' S82'39'15"W q69 0.147 ACRES (9-T93 SO.FT.) 112,00' N34°05'01"E 114-17' — i 5' -m 1 '„L - t; :-�-30 A lOs se VOL. ? 30. '. 6 ` y a S= :: - f �rEXAs moo" « cy�rCaRI15iYE0 STONE CO. (TRA C T A) 4.00 ACRES ! J VOL. 744 PG. 516 6- 0. R, W C. T 4' t00O A5' I Q 43"3 90 /--`34°04'20'W B°5y'g5"W 162-20' i =i09 N55°01'25"W .P 3r. t� 159.29' e1. %00 ir [C ' CASK 0.297ACRES `•_ , .�� C7 fl2,9/7 SO.m L} NOTES: 1) BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM NAD 83, CENTRAL ZONE. DISTANCES ARE SURFACE DISTANCES. 2) THE SURVEY SHOWN HEREON WAS PREPARED IN CONJUNCTION WITH THAT COMMITMENT FOR TITLE INSURANCE GF NO. 120066871 F, ISSUED BY STEWART TITLE COMPANY, EFFECTIVE DATE MAY 26, 2012. ISSUE DATE JUNE 5, 2012. SCHEDULE B: 11. EASEMENT TO TEXAS POWER a LIGHT CO., RECORDED IN VOLUME 302, PAGE 112, D.R.W C.T. FROM IT'S DESCRIPTION, CAN NOT BE LOCATED- 12 EASEMENT TO TEXAS POWER IN LIGHT CO_ RECORDED IN VOLUME 302, PAGE 113. D.R.W.C.T. FROM IT'S DESCRIPTION, CAN NOT BE LOCATED. 13. EASEMENT TO LOWER COLORADO RIVER AUTHORITY, RECORDED IN VOLUME 335. PAGE 93, O.R.W.C.T. AFFECTS AS SHOWN. 14. EASEMENT TO TEXAS POWER B LIGHT CO., RECORDED IN VOLUME 364, PAGE 345, D R.W. C.T. FROM IT'S DESCRIPTION, CAN NOT BE LOCATED. 15. EASEMENT TO LESTER L. IHMS AND WIFE, JANET IHMS. RECORDED IN VOLUME 461. PAGE 493, D-R.W.C.T, DOES NOT AFFECT. 16. EASEMENT TO TEXAS POWER BI LIGHT CO., RECORDED IN VOLUME 467. PAGE 404, O.R.W.C.T. DOES NOT AFFECT. 17. EASEMENT TO STATE OF TEXAS, RECORDED IN VOLUME 466, PAGE 382, D.R.W.C.T DOES NOT AFFECT. 113. EASEMENT TO TEXAS POWER 9 LIGHT CO., RECORDED IN VOLUME 489, PAGE 2BI, D.R.W.C.T. DOES NOT AFFECT. 20. EASEMENT TO SEMINOLE PIPELINE CO., RECORDED IN VOLUME 851. PAGE 795, D.R.W.C.T., AND AS MODIFIED BY INSTRUMENT RECORDED IN VOLUME 2230, PAGE 206. O.R.W.C.T. AFFECTS AS SHOWN. 21. EASEMENT TO SEMINOLE PIPELINE CO., RECORDED IN VOLUME 851, PAGE 805, D.R.W.C.T AFFECTS AS SHOWN. 22. TERMS, CONDITIONS AND PROVISIONS OF THAT CERTAIN INDUSTRIAL DISTRICT AGREEMENT, BY AND BETWEEN TEXAS CRUSHED STONE AND GEORGETOWN RAILROAD, INC. AND THE CITY OF GEORGETOWN. RECORDED IN DOCUMENT NO. 2011022308. O.P.R.W.C.T.. SUBJECT TO. 23. CONTRACT AND AGREEMENT, BY AND BETWEEN TEXAS CRUSHED STONE AND GEORETOWN RAILROAD. INC.. AND THE CITY OF GEORGETOWN. RECORDED IN VOLUME 1515. PAGE 304. OFFICIAL RECORDS, WILLIAMSON COUNTY, TEXAS, AND SECOND AMENDED AGREEMENT, RECORDED IN DOCUMENT NO. 9547978, OFFICIAL RECORDS. WILLIAMSON, COUNTY, TEXAS, SUBJECT TO. 24. TERMS, CONDITIONS AND PROVISIONS OF THAT CERTAIN AGREEMENT, BY AND BETWEEN CITY OF ROUND ROCK, GEORGETOWN RAILROAD COMPANY, INC. AND TEXAS CRUSHED STONE COMPANY. RECORDED IN DOCUMENT NO. 2002046116. 0 P.R.W.C.T. DOES NOT AFFECT. 3) THERE MAY BE OTHER INSTRUMENTS OF RECORD UNKNOWN TO THE UNDERSIGNED THAT MAY AFFECT THIS TRACT PARCEL 2 TEXAS CRUSHED STONE CO. 1Jb r1l /GEORGETOWN RAILROAD CO. 0.389 ACRES VOL. 464 PG. 264 D.R.W.C.T. JDP PROPERTIES 7.92 ACRES DOC. NO. 9824306 O.R.W. C.T. DELTA = 0'46'45" RADIUS = 5,699.65' ARC - 77.52' CHORD - 77.52' S09'45'45"W LEGEND o 1/2" IRON ROD FOUNO UNLESS NOTED O 1/2 " IRON ROD W/PLASTIC CAP SET STAMPED "INLAND 4933" NAIL FOUND A CALCULATED POINT p COTTON SPINDLE FOUND i TYPE I CONC MARKER FND GUY ANCHOR POWER POLE { ) RECORD INFO PROPERTY LINE P.O.B. POINT OF BEGINING P.O.G. POINT OF COMMENCEMENT —X— WIRE FENCE —OE— OVERHEAD ELECTRIC LINE —�� EDGE OF PAVEMENT BREAK LINE D.R-W.C.T. DEED RECORDS WILLIAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS WILLIAMSON COUNTY, TEXAS O.R.W.C-T. OFFICIAL RECORDS WILLIAMSON COUNTY, TEXAS O.P.R-W.C.T. OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS PAGE 3 OF 3 SOUTHWEST BYPASS PARCEL 2-E WILLIAMSON COUNTY EXHIBIT PROPERTY DESCRIPTION Page 1 of 3 DESCRIPTION OF A 1.611 ACRE (70,156 SQUARE FOOT), TRACT OF LAND SITUATED IN THE LEWIS J. DYCHES SURVEY, ABSTRACT NO. 180 IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT CALLED 175.62 ACRE TRACT (TRACT 1) OF LAND, CONVEYED TO TEXAS CRUSHED STONE CO., BY INSTRUMENT RECORDED IN VOLUME 744, PAGE 516, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 1.611 ACRE (70,156 SQUARE FOOT) TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a 1/2" iron rod found in the easterly boundary line of that 895.98 acre tract of land conveyed to Texas Crushed Stone Co., by instrument recorded in Document No, 2011013402 of the Official Public Records of Williamson County, Texas, being the southwest corner of that called 137.86 acre tract of land conveyed to W. M. Laubach by instrument recorded in Volume 329, Page 194, of the Deed Records of Williamson County, Texas, same being the northwest corner of said 175.62 acre tract, the grid coordinates of said point for this description being determined as Northing=10194180.99, Easting=3125340.68, Texas State Plane Coordinate System, Central No. Zone 4203 (TXSPC Zone 4203); THENCE, with the common boundary line of said 895.98 acre tract and said 175.62 acre tract, S 20007'58" E for a distance of 782.22 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", being in the proposed northerly right-of-way (R.O.W.) line of Southwest Bypass (400' R.O.W. width); THENCE, departing said common boundary line, through the interior of said 175.62 acre tract, with said proposed northerly R.O.W. line, along a curve to the left, having a delta angle of 07°08'38", a radius of 10,550.00 feet, an arc length of 1315.44 feet, and a chord which bears N 83°22'48" E for a distance of 1314.58 feet to a calculated point, for the southwest corner and the POINT OF BEGINNING of the herein described tract, the grid coordinates of said point for this description being determined as Northing=10193598.20, Easting=3126915.52, TXSPC Zone 4203; THENCE, departing said proposed northerly R.O.W. line, and continuing through the interior of said 175.62 acre tract, the following three (3) courses: 1) N 10°51'01" W for a distance of 175.00 feet to a calculated point for the northwest corner of the herein described tract; 2) N 79°08'59" E for a distance of 400.00 feet to a calculated point for the northeast corner of the herein described tract; SOUTHWEST BYPASS PARCEL 2-E WILLIAMSON COUNTY Page 2 of 3 3) S 10°51'01" E for a distance of 175.00 feet to a calculated point, being in said proposed northerly R.O.W. line, for the southeast corner of the herein described tract; and from which a 1/2" iron rod found, being the most northerly corner of that called 4.00 acre tract (Tract 11) of land conveyed to Texas Crushed Stone Co., by instrument recorded in Volume 744, Page 516, of the Deed Records of Williamson County, Texas bears, N 78059'55" E at a distance of 218.29 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", in the northwesterly boundary line of said 4.00 acre tract, and N 34005'01" E with said northwesterly boundary line, at a distance of 114.17 feet; THENCE, continuing through the interior of said 175.62 acre tract, with said proposed northerly R.O.W. line, the following two (2) courses: 4) S 78°59'55" W for a distance of 250.99 feet to a 1/2" iron rod with plastic cap set, stamped "INLAND 4933", for the beginning of a curve to the right; 5) Along said curve to the right, having a delta angle of 0°48'33", a radius of 10,550.00 feet, an arc length of 149.01 feet, and a chord which bears S 79024'12" W for a distance of 149.01 feet to the POINT OF BEGINNING, containing 1.611 acres (70,156 square feet) of land, more or less. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. This property description is accompanied by a separate plat. That 1, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct and that the property described herein was determined by a survey made on the ground under my direct supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas, M. Stephen Tr iesdale D to Registered Professional Land Surveyor No. 4933 OF Licensed State Land Surveyort.�...�4_ Inland Geodetics, L.P. Firm Registration No. 100591-00 .. ........... 1504 Chisholm Trail Road, Suite 103 1.1,+,STEPHENTRUESDALE Round Rock, TX 78681 r':"•, 4933 512-238-1200 p�' F�as;o�0 / 's W. M. LAUBACH 137.86 ACRES VOL. 329 PG. 194 D.R W.C.T. / /P.O.C. PARCEL 2-E GRID COORDINATES N=10194180.99 I,;•- E=3125340.68 'N v Z;m TEXAS CRUSHED STONE CO. 895.98 ACRES 1 DOC NO.2011013402 O.P.R.W.C.T. + /• r 1 r , EXHIBIT i PLAT TO ACCOMPANY DESCRIPTION 100 0 100 200 40 SCALE I" - 200' DELTA - 07°08'38" RADIus - 10,550.00' ARC - 1315.44' CHORD - 1314.58' N83°22'46"E l I � STATE OF TEXAS COUNTY OF WILLIAMSON I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND THAT THE PROPERTY SHOWN HEREON WAS DETERMINED BY A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION. WITNESS MY 14pp AND SEAL AT 'ROUND ROCK. WI IAMSON COUNTY. TEXAS. M.S"HP EN ESDALE DATE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND GEODETICS, LP FIRM REG. NO. 100591-00 1504 CHISHOLM TRAIL RO. SUITE 103 ROUND ROCK, TX 78681 P.O.B. PARCEL 2-E GRID COORDINA N=10193598.20 E=3126915.52 p1GH �F wAY PftOpOSED TEXAS CRUSHED STONE CO. (TRACT U �GEORGETOWN RAILROAD CO. a r, :'G-•� rr C. 0,389 ACRES / _ + VOL 464 PG. 264 '^ _ L -• , C D.R.W.C.T. N34.05'OI"E 114.17' ;3 PA IT IT 10 � '0 " x� d CRIES ">~C r .c_:� _ •.CR_ i fl, o �.1 70, r S r r x�B.x9 I� ;. � �; � .J` ' +: 1 � JDP PROPERTIES 1 STd° 59'S5 W I _ . V + ' + `+� f 7.92 ACRES DELTA - 00°48'33" RADIUS - 10,550.00' ARC = 149.01' CHORD - 149.01' o S79024'12"W to 0 /75. l.4CRrr5 C� ■ P A S S v74 GL. 744 PG. 51f, `7 1( �" l"� l 0..R.WC �j r. so l-O k40V ?'-OW- _ w aY Cl F t S M STEPHENTRU SDA 4933 ti y sui. �n 25p•99 =p �� TEXAS , ,r', 1 DOC. N0. 9824306 I r CRUSHED 570, CO. , ! O.R.w.C.T. 4.00 ACRES / 1 Y VOL. 744 PG. &6 }'1 DR. W. C. T. I s 1/2" IRON ROD FOUND UNLESS NOTED O 1/2 " IRON ROD W/PLASTIC CAP SET STAMPED 'INLAND 4933" NAIL FOUND A CALCULATED POINT pO COTTON SPINDLE FOUND ■ TYPE I CONC MARKER FND GUY ANCHOR POWER POLE { ) RECORD INFO f� PROPERTY LINE P.O.B POINT OF BEGINING P.O.C. POINT OF COMMENCEMENT —X— WIRE FENCE —OE— OVERHEAD ELECTRIC LINE �— EDGE OF PAVEMENT BREAK LINE D.R.W,C T. DEED RECORDS WILLIAMSON COUNTY. TEXAS P.R.W.C.T. PLAT RECORDS WILLIAMSON COUNTY. TEXAS O.R.W.C.T. OFFICIAL RECORDS WILLIAMSON COUNTY. TEXAS 0 P.R.W.C.T. OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS PARCEL 2-E TEXAS CRUSHED STONE CO. 1 I ,' + 9-1 Cc 0 f•�. r. � f +� a 17•`�nn 1;• _ 1 a� SITE --- LOCATION MAP �,, N.T.S. I PAGE 3 OF 3 0 s0SPNG v��'v � v . R Cd KR�s���'� - y� r . 7S ��,Ct1P X oQ 0 Nay •..,. Lu Nye A 0 ❑ rr 1z m it: a tip ! �/ vo r RUB T l RUN O O OR RfVERV10N a 70 oli L V ) CH G J F— U m W Z O D J W H Z iW W co F- LU Q i E ` E IA E y a k 0 c a 3 a � 0 o0io m •v N H W l7 III