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HomeMy WebLinkAboutRES 112310-D - PCN Hughes PropertyRESOLUTION NO. I I A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GEORGETOWN FINDING PUBLIC CONVENIENCE AND NECESSITY AND AUTHORIZING EMINENT DOMAIN PROCEEDINGS, IF NECESSARY, FOR ACQUISITION OF REAL PROPERTY TO EFFECTUATE CERTAIN PUBLIC ROAD AND UTILITY INFRASTRUCTURE IMPROVEMENTS; AND ESTABLISHING AN EFFECTIVE DATE. WHFREAS, in order to promote public health, safety, and welfare, the City of Georgetown (the "City") hereby finds that public convenience and necessity requires the acquisition of the following parcels of land in fee simple for public road right of way on, over under and across the following real property in Williamson County, Texas, to wit: 42.448 acres, more or less, described by metes and bounds and accompanying sketch in the attached Exhibit "A"; and which exhibits are incorporated herein by reference as if fully set out and subsequently referred to collectively as the "Property, ' for construction, reconstruction, improvement, operation, use, maintenance and extension of public road infrastructure improvements and appurtenances thereto (the "Project"); and WHEREAS, in order to promote public health, safety, and welfare, the City of Georgetown (the "City") hereby finds that public convenience and necessity requires the acquisition of the following easements for drainage and the construction of slopes on, over under and across the following real property in Williamson County, Texas, to wit: 0.038 acres, more or less, described by metes and bounds and accompanying sketch in the attached Exhibit "B"; and 5.605 acres, more or less, described by metes and bounds and accompanying sketch in the attached Exhibit "C"; 0.090 acres, more or less, described by metes and bounds and accompanying sketch in the attached Exhibit "D"; 0.089 acres, more or less, described by metes and bounds and accompanying sketch in the attached Exhibit "E"; which exhibits are incorporated herein by reference as if fully set out and subsequently referred to collectively as the "Property," for construction, reconstruction, improvement, operation, use, maintenance and extension of public drainage utility infrastructure improvements and the construction of cut/fill slopes adjacent to the Project, and appurtenances thereto (the "Project"); and Resolution No I I Declaring Public Convenience & Necessity — Hughes property (Southeast Arterial One Road Project) Page 1 of 3 WHEREAS, in order to effectuate the Project, it will be necessary and convenient that agents, representatives, or employees of the City, lay out the Project and acquire the necessary right of way and easements upon, over, under and across the Property for the purpose of construction, reconstruction, operation, and maintenance of public road and drainage utility infrastructure improvements and the construction of cut/fill slopes adjacent to the Project, and appurtenances thereto; and, WHEREAS, it may be necessary to hire engineers, surveyors, appraisers, attorneys, title companies, architects, or other persons or companies to effect the laying out, establishment, and acquisition of the Property and the Project; WHEREAS, in order to acquire the Property, it will be or has been necessary for the City's agents, representatives, or employees to enter upon the Property for the purposes of surveying and establishing said land titles and to determine adequate compensation for said land, to conduct tests, and to negotiate with the owners thereof for the purchase of the land titles; and, WHEREAS, it was necessary to set out procedures for the establishment and approval of just compensation for each of the parcels to be acquired for the Project; Now, THEREFORE, be it RESOLVED by the City Council of the City of Georgetown: 1. That in order to promote the public health, safety, and welfare, public convenience and necessity requires the acquisition of right of way in fee simple for the construction, reconstruction, improvement, operation and maintenance and extension of permanent road improvements on, over, under and across the real property described in the attached Exhibit "A"; and the acquisition of a drainage utility easement on, over, under and across the real property described in the attached Exhibit "B" for construction, reconstruction, improvement, operation, use, maintenance and extension of public drainage utility infrastructure improvements; and the acquisition of three (3) slope easements on, over, under and across the real property described in the attached Exhibits "C", "D" and "E" for the purpose of construction of cut/fill slopes adjacent to the Project; and appurtenances thereto. 2. That the City's agents, representatives, or employees are hereby authorized to: a. Lay out the exact location of the land area needed from the Property or other properties; b. Hire such engineers, surveyors, appraisers, title companies, architects, and other persons or companies needed to effect the laying out of the facilities, the establishment and acquisition of the required right of way and easements, and the construction of public road and drainage utility infrastructure improvements and slopes, and appurtenances thereto; Resolution No. Declaring Public Convenience & Necessity — Hughes property (Southeast Arterial One Road Project) Page 2 of 3 c. Enter upon any property necessary for the purpose of surveying and establishing the title, to determine adequate compensation for the right of way and easements, and to conduct tests; Negotiate with the owner(s) of any such properties for the purchase thereof; e. To purchase any necessary right of way and easements on, over, under and across the Property, and execute all documents necessary to acquire such right of way and easements, 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) of the Property for the necessary land title(s) for the Property in the event the owner(s) fail to accept a bona fide offer to purchase the Property; and g. Take whatever further actions deemed appropriate to economically effect the establishment of the Project and appurtenances thereto. 5. That all previous acts and proceedings done or initiated by the City's agents, representatives, or employees 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. This resolution shall take effect immediately from and after its passage. 6. The Mayor is hereby authorized to sign this resolution and the City Secretary to attest thereto on behalf of the City of Georgetown 7. This resolution shall be effective immediately upon adoption. RhSOLVED by the City Council of the City of Georgetown this Y`' day of 2010. ATTI- ST: `sica E. Brette, City Secretary APPROVhD AS TO FORM: Mark T. Sokolow, City Attorney Resolution No Declaring Public Convenience & Necessity — Hughes property (Southeast Arterial One Road Project) Page 3 of 3 THE CITY OF GEORGFTOWN: By: Ge rge G. Garver, Mayor PARCEL 4 GF NO. 06060334 Page 1 of 8 EXHIBIT PROPERTY DESCRIPTION DESCRIPTION OF A 42.448 ACRE (1,849,043 SQUARE FOOT), TRACT OF LAND SITUATED IN THE WILLIAM ADDISON SURVEY ABSTRACT NO 21, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT 150.26 ACRE TRACT OF LAND CONVEYED TO JOHN DIMMITT HUGHES BY INSTRUMENT RECORDED IN VOLUME 397, PAGE 194 OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, ALL OF THAT 1.32 ACRE TRACT AND 154.79 ACRE TRACT OF LAND CONVEYED TO JOHN DIMMITT HUGHES BY INSTRUMENT RECORDED IN VOL 276, PAGE 49 OF THE DEED RECORDS OF WILLIAMSON COUNTY TEXAS, ALL OF THAT 0 33 ACRE TRACT OF LAND CONVEYED TO JOHN DIMMITT HUGHES BY INSTRUMENT RECORDED IN VOLUME 346 PAGE 554 OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, AND A PORTION OF THAT 2.89 ACRE TRACT OF LAND CONVEYED TO JOHN D HUGHES BY INSTRUMENT RECORDED IN VOLUME 222, PAGE 521 OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 42.448 ACRE (1,849,043 SQUARE FOOT) TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING FOR REFERENCE at a 1" pinched iron pipe found for the southwest corner of that 83.60 acre tract of land conveyed to Georgetown .84, L.P. as recorded in Document No. 2007103826 of the Official Public Records of Williamson County, Texas, same being the northwest corner of that 20 47 acre tract of land conveyed to R.O.C.K., Ride on Center for Kids as recorded in Document No. 2008023788 of the Official Public Records of Williamson County, Texas, and from which a 1" iron pipe found being the southeast corner of said 83.60 acre tract, being the northeast corner of said 20.47 acre tract, same being the existing westerly right-of-way line of C R. 110, bears N 68°58'39" E at a distance of 1,486.29 feet; THENCE, departing the westerly boundary line of said 83.60 acre tract, S 68°58 39" W for a distance of 3.73 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW' for the southwest corner of said reconstructed 200 acre tract of land conveyed to M.R. Cody October 1888, as recorded in Volume 48 Page 612, of the Deed Records of Williamson County, Texas, being the proposed easterly right-of-way line of Southeast Arterial (right-of-way width vanes), same being the easterly boundary line of said 154.79 acre tract and POINT OF BEGINNING of the herein described tract; THENCE, with said proposed easterly right-of-way line and through the interior of said 154.79 acre tract the following five (5) courses: 1) S 68°58'39" W for a distance of 54.95 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW", for the beginning of a curve to the right; 2) Along a curve to the right, having a delta angle of 20°10'48, a radius of 1,560.19 feet, an arc length of 549.51 feet, and a chord which bears S 04°23'55" W for a distance of 546.67 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW"; IT PARCEL 4 GF NO. 06060334 Page 2 of 8 3) S 14°29'19" W for a distance of 349.20 feet to a 1/2" iron rod set with aluminum cap stamped `COG -ROW"; 4) S 36°09'27" E for a distance of 98.40 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW", for the beginning of a curve to left 5) Along a curve to the left, having a delta angle of 13°24'11, a radius of 2,224.27 feet, an arc length of 520.32 feet and a chord which bears S 85°26 01" E for a distance of 519.13 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW", being in the westerly boundary line of a 21 97 acre tract (Lot 1-A) of The Shire, Amended Plat as recorded in Cabinet Q, Slides 394 395 of the Plat Records of Williamson County, Texas, being the easterly boundary line of the herein described tract; 6) THENCE, with the westerly boundary line of said 21.97 acre tract, same being the easterly boundary line of said 154.79 acre tract, being the proposed easterly right-of-way line of Southeast Arterial, S 20°36'17" E for a distance of 227 19 feet to a 1/2" iron rod found for the southwest corner of said 21.97 acre tract, being the northwest corner of a 12.00 acre tract of land conveyed Roger E. Caluette, and wife Patricia A. Caluette recorded in Volume 2167, Page 055 of the Official Records of Williamson County, Texas, same being the easterly boundary line of said 154 79 acre tract; 7) THENCE, departing the southerly boundary line of said 21.97 acre tract, with the westerly boundary line of said 12 00 acre tract, same being the easterly boundary line of said 154.79 acre tract, S 20°43'25" E for a distance of 151.67 feet to a 1/2' iron rod set with aluminum cap stamped "COG -ROW', for the southeast corner of the herein described tract and from which a 1/2' iron rod found bears, S 20°43'25' E for a distance of 197.19 feet, for the southwest corner of said 12.00 acre tract, same being the northwest corner of a 15.00 acre tract of land conveyed to Bonnie L Lee recorded in Document No. 2005004960 of the Official Public Records of Williamson County, Texas; THENCE, departing the westerly boundary line of said 12.00 acre tract, with the proposed right-of- way line of said S.E. Arterial and through the interior of said 154.79 acre tract, 2.89 acre tract, and 150.26 acre tract, the following seven (7) courses: 8) Along a curve to the right, having a delta angle of 19°17'25, a radius of 2,586.31 feet, an arc length of 870.75 feet, and a chord which bears N 85°09'24" W for a distance of 866.65 feet to a 1/2' iron rod set with aluminum cap stamped ' COG -ROW"; 9) N 74°57'36" W for a distance of 1,039.59 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW", for the beginning of a curve to the right; 10) Along a curve to the right, having a delta angle of 09°48'40 a radius of 1,871.46 feet, an arc length of 320.46 feet, and a chord which bears N 71°08'13" W for a distance of 320.07 feet to a 1/2' iron rod set withaluminum cap stamped "COG -ROW"; PARCEL 4 GF NO. 06060334 Page 3 of.8 1 1) N 66°13'53" W for a distance of 133,82 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW"; 12) N 75°29'34" W for a distance of 279.60 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW"; 13) N 74°03'06" W for a distance of 310.61 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW"; 14) Along a curve to the left, having a delta angle of 23°36'53, a radius of 2,933.35 feet, an arc length of 1,208.99 feet and a chord which bears S 89°41'09" W for a distance of 1,200.45 feet to a 1/2' iron rod set with aluminum cap stamped "COG -ROW", being in the easterly right-of-way line of Maple Avenue (right-of-way width varies), same being a 38.069 acre tract (Parcel 6) of land (formerly known as M.K.T. Railroad Company) conveyed to the City of Georgetown recorded in Volume 1970, Page 497, of the Official Records of Williamson, County, Texas, same being the existing westerly boundary line of said 150.26 acre tract, being the southwest corner of the herein described tract; 15) THENCE, with said existing easterly right-of-way line, same being the existing westerly boundary line of said 150.26 acre tract, N 28°08'57" W for a distance of 277.34 feet to a calculated point being an exterior ell corner, same being the existing southerly right-of-way line Inner Loop (right-of-way width varies); 16) THENCE with said southerly right-of-way line of Inner Loop, same being the existing northerly boundary line of said 150.26 acre tract, N 32°25'05" E for a distance of 23.12 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW", being the beginning of a curve to the right; THENCE, departing the southerly right of way line of said Inner Loop, with the proposed right-of- way line of said Southeast Arterial, and through the interior of said 150.26 acre tract, 2.89 acre tract, and 154.79 acre tract, the following thirteen (13) courses: 17) Along a curve to the right, having a delta angle of 20°07'54, a radius of 3,103.37 feet, an arc length of 1,090.41 feet,and a chord which bears N 88°16'33" E for a distance of 1,084.81 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW", 18) Along a curve to the right, having a delta angle of 06°23'45, a radius of 3,344.62 feet, an arc length of 373.35 feet, and a chord which bears S 79°45 33" E for a distance of 373,15 feet to a 1/2" iron rod set with aluminum cap stamped `COG -ROW"; 19) S 76°37'00" E for a distance of 114.21 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW"; 20) S 75°30'41" E for a distance of 403.42 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW"; PARCEL 4 GF NO. 06060334, +t Page 4 of 8 IIT 21) S 84°47'29" E for a distance of 133.88 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW", being a beginning of a curve to the right; 22) Along a curve to the right, having a delta angle of 09°48'40, a radius of 1,871.46 feet, an arc length of 320.46 feet, and a chord which bears S 79°53'09" E for a distance of 320.07 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW"; 23) S 75°30'42" E for a distance of 843.47 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW"; 24) N 63°39'18" E for a distance of 122.82 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW"; 25) N 14°29'19" E for a distance of 334.80 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW", being the beginning of a curve to the left, 26)Along a curve to the left, having a delta angle of 36°14'27, a radius of 1,408.17 feet, an arc length of 890.70 feet, and a chord which bears N 03°37'55" W for a distance of 875.93 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW", 27) N. 21°45'08" W for a distance of 1,493.44 feet to a 1/2" iron rod set with aluminum cap. stamped `COG -ROW", for the beginning of a curve to the left; 28) Along a curve to the left, having a delta angle of 13°48'59 a radius of 1,908.23 feet, an arc length of 460.15 feet, and a chord which bears N 28°39'38" W for a distance of 459.04 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW", 29) N 72°05'38" W for a distance of 153.76 feet to a 1/2' iron rod set with aluminum cap stamped "COG -ROW", being the existing southerly right-of-way line of Inner Loop, being the northerly boundary line of said 150.26 acre tract, for the beginning of a curve to the right; THENCE, with the existing southerly right-of-way line of Inner Loop and the northerly boundary Irne of said 150.26 acre tract, 0.33 acre tract, and 1.32 acre tract the following three (3) courses: 30) Along a curve to the right, having a delta angle of 02°52'22, a radius of 1,528.00 feet, an arc length of 76.61 feet, and a chord which bears N 68°00'47" E for a distance of 76.61 feet to a calculated point; 31) N 69°26'59" E for a distance of 200.83 feet to a calculated point, being an angle point in the herein described tract; PARCEL 4 GF NO. 06060334 Page 5 of 8 32) S 89°00'09" E for a distance of 68.40 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW" in the north boundary line of said 83.60 acre tract, being the proposed easterly right-of-way line of Southeast Arterial, same being the most northeast corner of the herein described tract; 33) THENCE, departing the southerly right of way line of said Inner Loop, with the westerly boundary line of said reconstructed 200 acre tract, being the easterly boundary line of said 1.32 acre tract same being the proposed easterly right-of-way line of said Southeast Arterial, S 21°15'55" E passing at a distance of 24 74 feet for the northwest corner of said reconstructed 200 acre tract, continuing with the westerly boundary line of said reconstructed 200 acre tract for a total distance of 2,449.35 feet to the POINT OF BEGINNING, containing 42.448 acres (1,849,043 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 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. N1. Stephen Truesdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Geodetics, L P. 1504 Chisholm Trail Road Suite 103 Round Rock, TX 78681 512-238-1200 Date PLAT TO ACCOMPANY DESCRIPTION O O N O O 0 0 0 Ii O O w -J 0 m '1"3'M.8.60 88L£Z0800Z'ON ' 300 (.3V Lb"OZ) SOIN 80d a31N33 NO 301a ' N"0-O.a (SVHVA b'9£5 ,06b1) (S3a3V o0a) (3NI3 N1nos 080038) 6Z'98b1-3 „6£,13So89 N (,L£'981,1-M „OO,baDIL S) Mt D I m Oco °rO a_ 1 mm COm mm m i0 wu za -w a O M 3�m 0~ • R m3 u▪ $ua/ mWa - mccoI- Ow0a sar-> 000 w a0 IL Z a CO CO 10 ZaoO ZOOS O (0N� o Ezo mZ O O 0 W 0 O zJ Za FM zo 00 w Ju 00 w W1,, 00 O O 0_ J 613 vraf w aw\ ow i M \ a F ?j J< 0 a 02 CD W3 30 Qu uo wu Cab- 0 Cab- 0 0 z 0 • CC O • . Wom S am s• o- ▪ mrc o wco I- 0 au <WO WOF a 00 W O a NI SIX3 II w U • a PROPOSED R.0 CO 0 \t \ '3- N \�Oi \\ Z J \I \ OtJ_ ✓!_ , I 0 IPhE�- 3 w Mi o II 31 m io N0.3 O o 0 mN mN II VOr�mYz wmI\ \z a01 v\ 1 0 CHORD LENGTH ti co co M m tri o 459.04' - Z.5 N N N N: CI ARC LENGTH O; v In 890.703 O Lot00 v R N N RADIUS o D /nv m o 1908.23' 1528.00' (1528.00') TANGENT 277.63' 460.82' 231.20' N M m -- Ni to CHORD DIRECTION 3 1.0 In M N 0 '' O w 3 in co r.. to 0 re) n O Z 3 m M a to ro N Z w N V O O w Z N V O 0 w M DELTA ANGLE O e O O O 36°14'27' /O oD e - N (V o NO 6) N N o 0 O NUMBER U m O D U U w I" IRON PIPE FOUND O 2 -8 ACRES SQUARE FEET PAGE 6 OF 8 Wnd 0 CC •Nci- O_ c rn ,1- co INILANCD CEODETICS PROFESSIONAL LAND SURVEYORS S 1504 CHISHOLM TRAIL RD. STE. 103 ROUND ROCK, TX. 78681 PH.15121238-1200, FAX (5121238-1251 m ct X OW 0 ti a y w> >- z o w O K F- t- O I- uJ Z Z F- Z Z W 2 u 2 O Q 0\ O N o J O m 0 O Cl. uj w m U O u 0 O' h Q K J Z a Z O Z IOi Ill W O W W :IO O ti m I J in. u co < O - r< W J OZE- Co fiI u Q < m OO 2W OQr U W -I. -I O DJ Li_JJO a 0033020>00 U E a Z O a t- U I- Q Q Q 0 3 e ¢ O 0 ° -\ r 113 (S3IHVA H101M 'M.010 \M0\a 9NI1SIX3 io). d00"1 d3NNI \ \ �Y. A- � .M O U ONI1SIX3 \\ \\ �e7v j t0 PLAT TO ACCOMPANY DESCRIPTION co N N N Na a a a 3 ccw w w w 0 0 I- f- /- I - CC N U - - Z O W CD CC I- N F 1- I- O H O Z V Z W K U O CC O O 0 Q Z p 3 O N U J O p 0 N O N O g N W W m V U V O U O U Z O W morn O O at W U W W J N O N 0 0000 Z coCC - us 1 N - o a 0 2 w 1D- a g- g ¢ g¢ g O O J O Z O W ce U Q V- 4 Q CC — O N- co S W Li J IL J O J H • J O — J Zg WK N L�J OJ W Jo_J W Q O O o W 0 0 3 0 3 0 3 N • 3 tr N J O W Cr U CCQ Z O N LS I- I V F U U - •QO oco� 3 a , cc• o a o 0 MATCH LINE SH 6 i O 0 N W 63 o Z 4 -WC c WI-m to wo w o0mau wo; Ktt J W .o Vw> a<> 000 Wry w 0 IJ \ • • • i W Rn Z CO r cz ON 2 41 .,6,6 6i 620 am n w Luzn0 1 w o sscsssid o�aN3 o ce w0 1 of W co_ biN 1 • o N MN to Z • • N U Out 4102 • lll og N-w OaN Coa N W co /i. 10 0 0 crc Zct -JOG m fr- "Jopw m 0 wnc \ wemo uZCItte W n o^ 0 _N- Mm Mr NCO o toa CD Nm O- ON N Z 0 0 Ifs jm 0 0 • O ct w CO O< O to Q n 0 h M U) • \ 1 \ LINE TABLE DISTANCE 0) cn O S 20°43125n E Z_ 0 d W m O Z J PARCEL 4 42.448 ACRES 1,849,043 SQUARE FEET PAGE 7 OF 8 r ,a'y PROFESSIONAL LAND SURVEYORS 1504 ROUND R TRAIL RD. STE. 103 ROUND ROCK, TX. 78681 n PH. (512) 238-1200, FAX (512) 238-1251 CHORD LENGTH 546.67' in ai - cMp 6 w 875.93' ARC LENGTH', — N 870.75' O � M t` m O 6 N 0) CO u m RADIUS N � N M N- co N CO O in (V 10 d. — N N — TANGENT 277,631 In V 460.82' COto • l0 0) M N V CHORD DIRECTION 3 w N 85°09'24u W In = in Ina In N N M o o V p In M O m O CO cn Z m V _ N — 1n (V DELTA L O V N V o N t` o 0 0 o a) N M 0) M NUMBER N M 0 O— U U U 0 z W W J N CO NQ Q O x x O O 2 W W 0 m 0 1- - 0 co U T Z a. O w Iz F- N F.. O ti a U W Z 0 Z F- O Z U Z W M a' n Q Z \ N re~ J O O O 2 W d Z 3= 3 G U 1i COU U O O 0 w D F- Q t z Q z W Z O O W O W U W U W J O trO W F, W N SZ JN JN z z Q o O 0 O C t- a< Q< 0 O J O O ?0, W W O Q U aer a= D a= a'—o— S W WJCCJ O - U 2 W W ce a_ t1_ G JO HJ J U 2v zO ° > ¢� 3 0 3 U 4 z H 0 a- U a: 3 � man 0 p[L-IK a ce curt tato t. 3z .4 ICU 0 i NOD i m N � 0 mom m wmz 0 3 6o'u o m 0 �O CC 0 U <o mm3 rN woa �� w'^ V zm /F p O 1_2 aNV O •` �s F O to Sc ��� U O 0 0 O O 0 O O pU 00 O �s,� g/aC� 220 0£ - SCALE In = 200' re to4 tor.: jrCCONc 0 h EXISTING 7.0 vq- 2 Cif 0 to CC JO CV or PO EXISTING R.O.W. CHORD LENGTH 320.07' 10 320.071 ARC LENGTH cv 1208.99' 373.35' CV 1__RAMS. 3103.37' TANGENT CHORD DIRECTION IDELTA ANGLE NUMBER C6 REMANINDER ACREAGE ACQUISTION AREA J SQUARE FEET 828,687 J 26,064 994,288 VN ACRES 0 CD CO CE VN PARCEL 4 CALC/DEED AREA DJ D CC --1111 ro t r ) - a 3 wl - c al n1 °W -;-- - t‘ . I: Oa— L. tZkij 0C ).- - (1- r-i j j i. eer! r e: 1 r't -or onj 1 5,1 °U° ouzd ' c e tZt: le° o En La CC Z a j...(2, Li je.68 iw tmou-L- c</21ti criC) <tcrZi- fa73 a ji-o cLI-U3 Li .1: La: ai: isi: ; ; : 00aa IX: ! tii-j Wec(71 wo1:75,,,,:...:_iii: main to: itij cuic: il :(1; aj ill La I cc SUITE 103 EASEMENT 1 OF 2 EXHIBIT PROPERTY DESCRIPTION DESCRIPTION OF A 0.038 ACRE (1,646 SQUARE FOOT) TRACT OF LAND SITUATED IN THE WILLIAM ADDISON SURVEY ABSTRACT NO. 21, IN WILLIAMSON COUNTY TEXAS, BEING A PORTION OF THAT 154.79 ACRE TRACT OF LAND CONVEYED TO JOHN DIMMITT HUGHES BY INSTRUMENT RECORDED IN VOLUME 276, PAGE 49 OF THE DEED RECORDS OF WILLIANISON COUNTY, TEXAS, SAID 0.038 ACRE (1,646 SQUARE FOOT) TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a calculated point in the proposed northerly right-of-way line of said S.E. Arterial, (right-of- way width varies), the grid coordinates of said point for this description being determined as Northing=10196069.01, Easting=3141798.52, TXSPC Zone 4203,, being the beginning of a curve to the right, same being the southeast corner of the herein described tract; 1) THENCE, along said curve to the right, having a delta angle of 01 °35'35", a radius of 2,224.27 feet, an arc length of 61.84 and a chord which bears N 84°19'38" W for a distance of 61.84 feet to a calculated point being the southwest corner of the herein described tract; THENCE, departing said proposed northerly right-of-way line,through the interior of said 154.79 ace tract, the following three (3) courses: 2) N 06°26'53" E for a distance of 26.89 feet to a calculated point, being the northwest corner of the herein described tract; 3) S 83°33'07 E for a distance of 61.84 feet to a calculated point, being the northeast corner of the herein described tract; 4) S 06°26'53" VV for a distance of 26.05 feet to the POINT OF BEGINNING, containing 0.038 acres (1,646 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 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. M. Stephen Trresdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Geodetres, L P. 1504 Chisholm Trail Road Suite 103 Round Rock TX 78681 512-238-1200 I Date 1 50 50 100 SCALE I"' = 100' EXHiBIT PLAT TO ACCOMPANY DESCR ON NUMBER DELTA ANGLE CHORD DIRECTION TANGENT RADIUS ARC LENGTH . CHORD LENGTH CI 01°35135" N 84°19'38" W 30.92 2224.27' 61.84' 61.84' JOHN DIMMI T T HUGHES (I54.79 AC.) VOL. 276,PG. 49 EASEMENT 0.038 ACRES 1,646 SQ. FT. N 06°26'531'E 26.89'' ,.,_ ~ O PROPOSE C E. ARTER,A 139 BASE1�NE 00 S 83°33107" E 61.84' S 06°26153° W 26.05' NPROPOSED R.O, P.0.8 STA. 139+66.08 176.02' LT GRID COORDINATES N=10196069.01 E=3141798.52 140+00 NOTES: I) ALL BEARINGS ARE BASED ON GRID BEARINGS. 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 OF 100012 2) THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE REPORT. THERE MAY BE EASEMENTS OR OTHER ENCUMBRANCES UPON THIS TRACT THAT ARE NOT DEPICTED HEREON. STATE OF TEXAS COUNTY OF WILLI4MSON THE. UNDERSIGNED DOES HEREBY CERTIFY THAT THIS PLAT iS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELI TNESS FtY HAND AND SEAL AT ROUND ROCK, WILLIAMSON COUNTY, TE;';A 1%TRU'ESDAL'E" REGISTERED PROFESSIONAL LAND SURVEYOR ENSED STATE LAND SURVEYOR INLAND GE ODETICS, LP (504 CHISHOLM TRAIL RD. SUITE 103 ROUND ROCK,. TX 78681 NJLAN0 GEODETICS ROFESSIONAL LAND SURVEYORS 04 CHISHOLM TRAIL RD. ROUND ROCK TX. 736E11 5121 2 38-1200, FAX (S I ?I Z 38-3 251 LEGEND ( CALCULATED POINT PROPERTY LINE D.R.1V.C.T. DEED RECORDS WILLIAMSON COUNTY, TEXAS EASEMENT 0.038 ACRES 646 SQUARE FEET SLOPE EASEMENT 1 1 OF 3 EXHIBIT PROPERTY DESCRIPTION DESCRIPTION OF A 5.605 ACRE (244,165 SQUARE FOOT), TRACT OF LAND SITUATED IN THE WILLIAivi ADDISON SURVEY ABSTRACT NO. 21, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT 154.79 ACRE TRACT OF LAND CONVEYED TO JOHN DIMMITT HUGHES BY INSTRUMENT RECORDED IN VOLUME 276 PAGE 49 OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, A PORTION OF THAT 2.89 ACRE TRACT OF LAND CONVEYED TO JOHN D. HUGHES BY INSTRUMENT RECORDED IN VOLUME 222, PAGE 521 OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, AND A PORTION OF THAT 150.26 ACRE TRACT OF LAND CONVEYED TO JOHN DIMMITT HUGHES BY INSTRUMENT RECORDED IN VOLUME 397, PAGE 194 OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 5 605 ACRE (244,165 SQUARE FOOT) TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2" iron rod set with aluminum cap stamped ''COG -ROW" in the proposed northerly right-of-way line of said S E. Arterial, (right-of-way width varies), the grid coordinates of said point for this description being determined as Northing=10196683.17 Easting=3138803.36, TXSPC Zone 4203, and through the interior of said 150.26 acre tract, 2.89 acre tract, and 154.79 acre tract, same being the southwest corner of the herein described tract the following seven (7) courses: 1) Departing said northerly right-of-way line, N 02°41'43" E for a distance of 68.01 feet to a calculated point, being the beginning of a curve to the right, same being the northwest corner of the herein described tract; 2) Along a curve to the right, having a delta angle of 05°37'51", a radius of 3,160.97 feet, an arc length of 310.64 and a chord which bears S 84°29'39" E for a distance of 310.52 feet to a to a calculated point, being the beginning of a curve to the right, 3) Along a curve to the right, having a delta angle of 02°42'01 ", a radius of 3,412 63 feet, an arc length of 160.83 and a chord which bears S 81°36'46" E for a distance of 160.81 feet to a to calculated point, N 70°36'03" E for a distance of 404.24 feet to a to a calculated point, same being the most northerly corner of the herein described tract 5) S 75°30'41" E for a distance of 192.47 feet to a to a calculated point; 6; S 57°36'18" E for a distance of 696.12 feet to a to a calculated point, same being the northeast corner of the herein described tract; 7) S 15°01'11" W for a distance of 20.00 feet to a 1/2' iron rod set with aluminum cap stamped COG -ROW", being the proposed northerly right-of-way line of S.E. Arterial, for the beginnirg of a curve to the left, same being the southeast corner of the herein described tract: SLOPE EASEMENT 1 2 OF 3 THENCE, with the proposed northerly right-of-way line of said S E Arterial, the following six (6) courses; 8) Along a curve to the left, having a delta angle of 09°48'40, a radius of 1,871.46 feet, an arc length of 320.46 feet, and a chord which bears N 79°53'09" W for a distance of 320.07 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW"; 9) N 84°47'29" W for a distance of 133.88 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW"; 10) N 75°30'41" W for a distance of 403.42 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW";. 11) N 76°37'00" W for a distance of 114.21 feet to a 1/2" iron rod set with aluminum cap stamped "COG -ROW", being a beginning of a curve to the left; 12) Along a curve to the !eft, having a delta angle of 06°23'45, a radius of 3,344.62 feet, an arc length of 373.35 feet and a chord which bears N 79°45'33" W for a distance of 373.15 feet to a 1/2" iron rod set with aluminumcap stamped "COG -ROW"; 13)Along a curve to the left, having a delta angle of 05°38'47, a radius of 3,103.37 feet, an arc length of 305.83 feet, and a chord which bears N 84°28'54" W for a distance of 305.71 feet to the POINT OF BEGINNING, containing 5.605 acres (244,165 square feet) of land, more or Tess 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 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. M. Sterihen T/uesdaie Registered Professions! Land Surveyor No. 4933 Licensed State Land Surveyor Inland Geodetics, L P 1504 Chisholm Trail Road Surte 103 Round Rock. TX 78681 512-238-1200 Date Z O O N 1 4' 0 Q 0 f4 0 0 lett 0 ao 0 0 O tit) N O LINE TABLE DISTANCE a) to t3 N 02°41'43" E w w W 00 U 0 Z W ecn< a cc m� CHORD LENGTH itz tJ tour) to 0 32 0.0 7'.___..._. — N O, ARC LENGTH] ' a- oo2C Pi m tID M.tO D O et Qt O to rn iD N ED r- 3344.62'I tr) t+) o - to TANGENT] n at tf7 in `t- 0 N VD O f- m to V t+i CHORD DIRECTION S 84°29139" E S 8I°36'46" E J 3 m o in 0 G N Z 3 in to in N 84°28'54" W at O i- Z DELTA ANGLE :onN d' co 0 N tD 0 to ul 0 `-NininOD In 0 0 t a) 0 NUMBER O C2 U 0 U Z ul W w W w uiwv Zaw o wtilz Z�tnN m2 t? en CD !- ow ¢ CD CD D WW<QCOfu CD 62cc2E O 'H-Q O :D C] z Z� V)Z ww0 oatw z CC w etW H CDn LJ LL co OD F-D tt ¢ W ¢ , W — r CDF`Z O p,ma ¢f]d cr z• 0 • u I Z C 0 CO W W J u J 0 0 cc CD 0� Cf -CDU w C_ N C Z 2 <3O to w >- z J 0 �(-) 0 z o° W ct Ct J _J rn3 h U o 1 z S W 040cD 2a J'n� 1 z � wL-L-1 Wed to < D 0 �� 0 W LD LC) CL O J ' Cv SLOPE EASEMENT 2 1 OF 2 EXHIBIT D PROPERTY DESCRIPTION DESCRIPTION OF A 0,090 ACRE (3,928 SQUARE FOOT), TRACT OF LAND SITUATED IN THE WILLIAM ADDISON SURVEY ABSTRACT NO. 21, IN WILLIAMSON COUNTY TEXAS BEING A PORTION OF THAT 154.79 ACRE TRACT OF LAND CONVEYED TO JOHN DIMMITT HUGHES BY INSTRUMENT RECORDED IN VOLUME 276, PAGE 49 OF THE DEED RECORDS OF WILLIAMSON COUNTY TEXAS, SAID 0.090 ACRE (3,928 SQUARE FOOT) TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2" iron rod set with aluminum cap stamped "COG -ROW" in the proposed northerly right- of-way cutback line of said S.E. Arterial (right-of-way width varies), the grid coordinates of said point for this description being determined as Northing=10196103.83, Easting=3141553.01, TXSPC Zone 4203, same being the southwest corner of the herein described tract; 1) THENCE, with said proposed right-of-way cutback line, N 36°09'27" W for a distance of 29.73 feet to a calculated point same being the northwest corner of the herein described tract, THENCE, departing said proposed right-of-way cutback and through the interior of said 154.79 acre tract same being the beginning of a curve to the left the following two (2) courses; 2) Along a curve to the left, having a delta angle of 05°22'02", a radius of 2,204.26 feet, an arc length of 206.49 and a chord which bears S 80°50'49" E for a distance of 206.41 feet to a calculated point same being the northeast corner of the herein described tract; 3) S 06°26'53" W for a distance of 20.00 feet to a calculated point, being the proposed northerly right- of-way line of said S.E. Arterial, being the beginning of a curve to the right, same being the. southeast corner of the herein described tract; 4) Along a curve to the right having a delta angle of 04°47'55", a radius of 2,224.27 feet, an arc length of 186.28 and a chord which nears N 81°07'53" W for a distance of 186.23 feet to the POINT OF BEGINNING, containing 0.090 acres (3,928 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 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. M. Stephen T'ruesdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Geodetics, L P. 1504 Chisholm Trail Road Suite 103 Round Rock, TX 78681 512-238-1200 Date • 50 0 50 100 EXHIBIT PLAT TO ACCOMPANY ©ESCR!PTION NUMBER CHORD DIRECTION TANGENT RADIUS ARC LENGTH DELTA ANGLE CHORD LENGTH CI 05°22102" S 80050149" E 103.32' 2204.26' 206.491 206.41' C2 04°47'55N N 81°07153" W 93.19' 2224.27' 186.28' 186.23' N 36°09'27" W 29.73' 135.00 t3 C JOHN ©/YM/TT HUGHES (154.79 AC.) VOL. 276, PG. 49 O.R. W C. T. SLOPE EASEMENT 2 0.090 ACRES 3,928 SQ. FT. C2 P.O.B. STA. 146+98.32 176.02 LT GRID COORDINATES N=10196103.83 E=3141553,01 p0 PRO?OSED S- TERIA 1) ALL BEAR'. S ARE BASED ON GRID BEARINGS_ DISTANCES ARE SURFACE ANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT OF 1.00012. 2) TH:S SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE REPORT. THERE MAY BE EASEMENTS OR OTHER ENCUMBRANCES UPON THIS TRACT THAT ARE NOT DEPICTED HEREON. STATE OF TEXAS COUNTY OF WILLIAMSON THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. MY HAND AND SEAL AT ROUND ROCK. WILLIAMSON COUNTY, TEXAS. f. ST:P1-EN T, UESDAI DATE EGISTERED PROFESSIONAL LAND SURVEYOR NO, 4933 ICE.NSED STATE LAND SURVEYOR SL AND GEODETICS, LP 504 CHISHOLM TRAIL RD. SUITE 1.03 OUND ROCK, TX 78681 fNLAN J GEODETICS ,zl PROFESSIONAL LAND SURVEYORS 504 CHISHOLM TRAIL RD. 3TE. 103 ROUND ROCK, TX. 78681 }238-1200, FAX(5i2)Z38-12S1 A 139+00 S 06°26'53" W 20.00' PROPOSED R.O. a SELtNE 1401-00 LEGEND Li CALCULATED POINT IRON ROD SET V// COG ALUMINUM CAP PROPERTY LINE D.R.W.C.T. DEED RECORDS WILLIAMSON COUNTY, TEXAS SLOPE EASEMENT 2 0.090 ACRES 3,928 SQUARE FEET SLOPE EASEMENT 3 EXHIBIT Le -- PROPERTY DESCRIPTION DESCRIPTION OF A 0.089 ACRE (3,882 SQUARE FOOT), TRACT OF LAND SITUATED IN THE WILLIAM ADDISON SURVEY ABSTRACT NO. 21. IN WILLIAMSON COUNTY TEXAS, BEING A PORTION OF THAT 154.79 ACRE TRACT OF LAND CONVEYED TO JOHN DIMMITT HUGHES BY INSTRUMENT RECORDED IN VOLUME 276, PAGE 49 OF THE DEED RECORDS OF WILLIAMSON COUNTY TEXAS, SAID 0.089 ACRE (3,882 SQUARE FOOT) TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: 1 OF 2 BEGINNING at a calculated point in the proposed northerly right-of-way line of said S.E. Arterial, (right-of- way width varies), the grid coordinates of said point for this description being determined as Northing=10196069.01, Easting=3141798.52, TXSPC Zone 4203,same being the southwest comer of the herein described tract; THENCE, departing said proposed northerly right-of-way line, through the interior of said 154.79 ace tract, the following three (3) courses 1) N 06°26'53" W for a distance of 20.01 feet to a calculated point, for the beginning of a curve to the left; being the northwest corner of the herein described tract, 2) Along a curve to the left, having a delta angle of 05°00'54", a radius of 2,204.26 feet, an arc length of 192.93 and a chord which bears S 87°38'43" E for a distance of 192.87 feet to a calculated point being the northeast corner of the herein described tract; 3) S 00°09'10" E for a distance of 20.00 feet to a calculated point, being in the proposed northerly right- of-way of said S.E. Arterial, being the beginning of a curve to the right, same being the southeast corner of the herein described tract; THENCE, along a curve to the right, having a delta angle of 05°01'45", a radius of 2,224.27 feet, an arc length of 195.24 and a chord which bears N 87°38'18" W for a distance of 195.17 feet to the POINT OF BEGINNING, containing 0.089 acres (3,882 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 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. M. Stephen Tr'uesdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Geodetics, L. P. 1504 Chisholm Trail Road Suite 103 Round Rock TX 78681 512-238-1200 Date 50 0 50 SCALE In = I00' 13 7. 100 EXHIBI T PLAT TO ACCOMPANY DESCRIPTION NUMBER DELTA ANGLE CHORD DIRECTION TANGENT RADIUS ARC LENGTH CHARD LENGTH CI 05°00154" S 87438'43" E 96.53' 2204.26 !9?.93' 192.87' C2 05°01145" N 87°3848" W 97.68' 2224.27 195.24' 195.17 P JOHN ©1MM/TT HUGHES 054.79 AC.) VOL. 276, PG. 49 p.R.W.C.T. N 06°26'53 20.01` SLOPE EASEMENT 3 E 0.089 ACRES 3,882 SO.. FT. '� r.4G?OSc'D 5,ARTERIAL BASE_ LINT 00 P.0.8. STA. 149*66.08 176.02 LT GRID COORDINATES N=10196069.01 E=3141798.52 140.00 !NOS ARE BASED ON GRID BEARINGS. 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 OF 1.000I2 2) THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE REPORT. THERE MAY BE EASEMENTS CR OTHER ENCUMBRANCES UPON THIS TRACT THAT ARE NOT DEPICTED HERE ATE OF TEXAS UNTY OF WILLIAMSON NDERSIGNED D CORRECT TO T HEREBY CERTIFY THAT THIS PLAT IS TRUE BEST OF MY KNOWLEDGE AND BELIEF. ESS Mv, AND AND SEAL AT ROUND ROCK, WILLIAMSON COUNTY, TEXAS. M. RTEPHEN TRUL DALE -RE.ISTERED PROFESSION iSED STATE LAND SURVEYOR GF DE i ICS, LP 504 :HISS -iOL . TRAIL RD_ S M 8 t lC ROUN ROCK. T X 78681 AND SURVEY GEODETICS PROFESSIONAL LAND SURVEYORS S 4 CHISHOLM TRAIL RD. STE. ROUND ROCK, TY,. 73681 °H.512)23& 12OG,FAC012)233-1251 S OO°09'10" E 20.00' LEGEND D.R.W.C.T f CALCULATED POINT PROPERTY LINE DEED RECORDS WILLIAMSON COUNTY, TEXAS RECORD INFORMATION SLOPE EASEMENT 3 0.089 ACRES 3,882 SQUARE FEET