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Home My WebLink AboutRES 050906-O-2 - CR265 ROW ANXRESOLUTION NO. $ U 04 2'- A Resolution of the City Council of the City of Georgetown, Texas, Granting a Petition for Voluntary Annexation of for 0.415 acres of Right of Way, more or less, in the Joseph P. Pulsifer Survey and Clement Stubblefield Survey, for CR 265 Right of Way, Owned by the City of Georgetown; and Directing Publication of Notice and Public Hearings for Proposed Annexation WHEREAS, the owners of the hereinafter described area of land have requested the governing body of the City of Georgetown, pursuant to Local Government Code Section 43.028, to annex said area of land into the City of Georgetown, to -wit: All of that certain 0.415 acres of Right of Way, more or less, in the Joseph P. Pulsifer Survey and Clement Stubblefield Survey, for CR 265 Right of Way that is more particularly described by metes and bounds in Exhibit "A,' and shown on the map attached hereto as Exhibit "B," both of which Exhibits are attached hereto and incorporated herein by reference as if set forth in full; and WHEREAS, the said area of land, is contiguous to the existing city limits of the City of Georgetown, and is vacant and without residents or has fewer than three qualified voters residing on it. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF GEORGETOWN, TEXAS: That the said Petition, being proper and according to law, shall be, and it is hereby, granted; and, further, the City Secretary is directed to commence the publication of notices of two public hearings to be held May 9, 2006, and on May 23, 2006, before the City Council on the subject of the proposed annexation of the said area into the City of Georgetown; and further, to place upon the City Council Agendas for June 13, 2006, and on or before August 22, 2006, the consideration of the passage of an ordinance annexing said area into the City of Georgetown. PASSED AND APPROVED this the 9th day of May, 2006. ATTEST: 0 Sandra D. Lee, City Secretary Approved as to Form: Patricia E. Carls, Brown & Carls, LLP City Attorney Gary lon, Mayor 0.415 Acre Annexation Resolution, CR 265 Right of Way Pagel of1 Page 1 of 4 EXHIBIT A County: Williamson Parcel No.: 15 Highway: County Road No. 265 West FIELD NOTE DESCRIPTION FOR PARCEL 15 DESCRIPTION OF A 0.892-ACRE TRACT OF LAND SITUATED IN THE JOSEPH P. PULSIFER SURVEY, ABSTRACT NO. 498, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A 2.54-ACRE TRACT OF LAND AND A 4.00-ACRE TRACT OF LAND CONVEYED -TO WESTINGHOUSE ROAD VENTURES ET AL, BY INSTRUMENTS RECORDED IN DOCUMENT NOS. 2002001637 AND 2002018646 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0 892-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a Texas Department of Transportation (TxDOT) Type II concrete monument set in the proposed northerly right-of-way line of State Highway No. 29 for the southeasterly comer and POINT OF BEGINNING hereof and from which a TxDOT Type II concrete monument set in said proposed northerly right-of-way line of SH29 bears S 47°20'59" E a distance of 70.71 feet; 1) THENCE with said proposed northerly right-of-way line and through the interior of said 4.00-acre tract S 87°39'01" W for a distance of 25 04 -feet to a calculated point in the existing easterly right-of-way line of County Road: No. 265 West (CR265W) and the westerly boundary line of said 4.00-acre tract for the southwesterly corner hereof; 2) THENCE with said existing easterly right-of-way Line N 20°29'39" W for a distance of 310.20 feet to a YZ" iron rod found in the northwesterly corner of said 4.00-acre tract and the southwesterly corner of said 2.54-acre tract for an angle point hereof; 3) THENCE with said existing easterly right-of-way line N 20°39'20" W for a distance of 200.50 feet to a'/2' iron rod found being the southwesterly corner of Connell Cemetery and the most westerly northwest corner of said 2.54-acre tract for the most westerly northwest corner hereof; THENCE departing said existing easterly right-of-way line and with the common boundary line of said 2.54-acre tract and Connell Cemetery the following (2) courses numbered 4 and 5: 4) N 75°18'30" E for a distance of 27.88 feet to a 'A" iron rod found being an interior corner of said 2 54-acre tract and the southeasterly corner of said Connell Cemetery for an interior corner hereof; County: Williamson Parcel No.: 15 Highway: County Road No. 265 West Page 2 of 4 5) N 03°56'33" W for a distance of 61.23 feet to a capped '/" iron rod set in the existing southerly right-of-way line of CR265 same being in the northeasterly corner of said Connell Cemetery and the most northerly northwest corner of said 2 54-acre tract for the most northerly northwest corner hereof; 6) THENCE with said existing southerly right-of-way line and northerly boundary Tine of said 2 54-acre tract S 88°19'17" E for a distance of 86.97 feet to a capped W iron rod set for the northeasterly comer hereof and from which a calculated point in the northeasterly corner of said 2 54-acre tract bears S 88°19'17" E a distance of 341 26 feet THENCE departing said existing southerly right-of-way line and through the interior of said 2.54-acre and 4.00-acre tracts the following (5) courses numbered 8 through 12; 7) S 42°39'00" W for a distance of 27.95 feet to a capped 1/z" iron rod set for an angle point hereof; 8) S 03°55'33" E for a distance of 75,06 feet to a capped '/f iron rod set in the beginning of a curve to the left; 9) Along the arc of said curve 147.87 feet, having a radius of 286.96 feet, a central angle of 29°31'29", and a chord which bears S 18°41'18 E a distance of 146.24 feet, to a capped'/2" iron rod set in the beginning of a curve to the right; 10) Along the arc of said curve at 18.80 feet pass the common boundary line of said 2 54-acre and 4 00-acre tracts and continuing for a total arc distance of 184.56 feet having a radius of 339.99 feet, a central angle of 31 °06'03", and a chord which bears S 17°54'01" E a distance of 182.29 feet to a capped �/2" iron rod set; County: Williamson Parcel No.: 15 Highway: County Road No. 265 West Page 3 of 4 11) S 02°20'69" E a distance of 135.45 feet to the POINT OF BEGINNING and containing 0.892 acre 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 § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. AActvela M. Ste• en ruesdal Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 W043-03-p15.doc N 25 0 S 50 100 SCALE 1" = 100' • 0 0 ( ) P.O.B. R.O.W P.O.R. O.P.R.W.C.T. P.R.W.C.T. EXHIBIT B (CEMETERY C? CONNELL LEGEND 1/2 IRON ROD FOUND TYPE it MONUMENT CALCULATED POINT 1/2" CAPPED IRON ROD SET PROPERTY LINE RECORD INFORMATION POINT OF BEGINNING RIGHT-OF-WAY POINT OF REFERENCE OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS PLAT RECORDS WILLIAMSON COUNTY, TEXAS NUMBER DIRECTION DISTANCE LI N 20°39'20" W 75.17' L2 N 75°18'30" E 27.88' L3 N 03°55'33H W 61.23' L4 S 88919'17" E 86.97' L5 S 42°39100" W 27.95' L6 S 03°55'33" E 75.06' L7 S 87°39'01" W 25.04' L8 S 47°20'59" E 70.71' L9 S 20°29'IO" E 89.45' UNTY ROAD NO. 265 (ROW VARIES) S 88°19117 E 341.26' P 1LS1F ER SURVEY 3°sE9 VA t\BS-C NO 4g6 WESTINGHOUSE ROAD VENTURES, et al 2 54 ACRES DOC. NO. 2002018646 2002001637 O.P.R.W.C.T. \C O \ -A 0 PROPOSED R.O.W. NUMBER CI C2 C3 DELTA it 32 00 29°31'29" 31 06 03 RADIUS 403.93 286.96 339.99 ARC 81.31 147.87 184.55 CHORD 81.17 146.24 182.29 S 17° " CHORD BEARING N 09°41'33" W S 18°411l8" E 5401 E 1 PROPOSED R.O.W. EXISTING R.O.W.\ NOTES: STATE HIGHWAY NO. 29 ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE (ROW VARIES) SYSTEM, WAD 83, CENTRAL ZONE. USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. All or parts of the tat on this page Nas no a dcarly legiblc for satisfactory recoaiation. 0 WESTINGHOUSE ROAD VENTURES, et al 4 00 ACRES DOC. NO. 2002018646 2002001637 O.P.R.W.C.T. P.0.8. -- -PARCEL 15 • • \ \ rn P.O.R. PARCEL 15 PROPOSED R.O.W. EXISTING R.O.W. THIS SURVEY WAS PERFORMED FOR RIGHT-OF-WAY PURPOSES. THERE MAY BE EASEMENTS OR OTHER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON. I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UND c- CTION AND SUPERVISION ND THAT THIS PLAT IS TRUE AND CORRECT TO THE LEDGE AND BELIEF. A ST(PHEN tTESDALE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 493 LICENSED STATE LAND SURVEYOR Accill INLAND CIVIL" ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 P11. (512) 238-1200, FAX (512) 238-1251 r PAGE 4 OF 4 RIG COUN ``""` .. �::= ` .265 W WILLIAMSON COUNTY, TEXAS PARCEc115 WESTINGHOUSE ':ROAD ,VENTURES, et al