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HomeMy WebLinkAboutMetes & Bounds (2)Fieldnote Description to 1,03 Acres City of College Station Morgan Rector League, A-46 Brazos County, Texas Right of Way Release Tract Fieldnotes to all that certain lot, tract, or parcel of land situated in the City of College Station; Morgan. Rector League, A-46, Brazos County, Texas, being 1.03 acres, more or less, and being comprised of approximately 0,65 acre of the Original Emerald Parkway Right of Way as shown on'a Corrected Plat of Emerald Forrest; Phase One, filed July 16, 1981, and recorded in Volume 488, Page 593, hart of a called 300.00 acre tract as described in a deed executed January 18, 1978, from Land Part No, 1 to Allen Swoboda, Trustee, recorded in Volume'389, Page 407, part of a called 1.55 acre tract as described in a Correction Deed dated July 20, 2012, from Patsy Gayle Swoboda, Trustee to Paesuerta, LP, and recorded in Volume 10799, Page 26,'and a portion of a Right of Way conveyed to the City of College Station by Haldec, Inc. of record in Volume 1162, Page 613, Deed Records, Brazos County, Texas, to which references are hereby made to for any and all purposes. Said tract described as follows, to wit: BEGINNING at a %2' iron rod found In the Intersection of the eastern right of way of State Highway 6 and the southern limit of Emerald Parkway at a western northwest corner of Lot 1 of the Agency Records Control, Inc. subdivision, of record in Volume 612, Page 589, Same being the southwestern corner of the original Emerald Parkway right of way, the southwest corner of said City of College Station Easement, and the southwestern corner of the aforesaid 1.55 acre tract; THENCE NORTH 01 051'31" WEST, along the eastern right of way of State Highway 6 and crossing the old Emerald Parkway right of way, passing at 110.0 feet the northwestern corner of said original right of way, continuing a total distance of 131.46 feet to a point in said line for corner. Same being the western northwest corner of a utility easement described this same date and being thirty feet perpendicular to and southeasterly of an existing storm drain. Said point bears SO1 °51'31 "E 45.34 feet from the back of curb of the existing Emerald Parkway; THENCE NORTH 67016'02" EAST 52.26 feet, generally thirty feet southeasterly of and parallel to said storm drain line, to a point for bend which is thirty feet southerly of the existing back of curb of the existing Emerald Parkway; THENCE in an eastern direction, along a proposed right of way line and generally thirty feet southerly of the existing back of curb of the existing Emerald Parkway, as follows: SOUTH 89029'02" EAST 226.23 feet to a point for bend, SOUTH 85026'44" EAST, passing at 75.40 feet a northwestern corner of the aforesaid easement, passing at 95,62 feet a northeastern corner of said easement, continuing a totaCdistance of 140,06 feet to a point for bend, and SOUTH 81 °44'28" EAST, passing at 98.26 feet an eastern corner of said easement, continuing a total distance of 18137 feet to a point in the southern right of way of the original Emerald Parkway right of way and the northern line of the aforesaid Agency Records Control tract. Said point being the eastern corner of the aforementioned utility easement. From said point an iron rod found for a bend in said northern line bears S89°59'55"E 208,18 feet; THENCE in a western direction, along the southern right of way of the original Emerald Parkway right of way, the northern line of said Agency Records Control tract, and the southern limit of said utility easement, as follows: NORTH 89059'55" WEST 17.88 feet to an iron rod found for the beginning of a curve to the left (the radius point bears S00°01'01 "W 658.98 feet), Along the arc of said curve (CA=16°31'01"; LC=S81 °45'30"W 189.31 feet) at 189,97 feet a point for the end of said curve, SOUTH 73030'00" WEST 85.00 feet to an iron rod found for the beginning of a curve to the right (the radius point bears N16°30'02"W 808.38 feet), Along the are of said curve (CA=14°38'31'; LC=880049'14"W 206,02 feet) at 206.58 feet an iron rod found for the end of said curve, W:\65lk651662-ROW\651662-row-release.doo SOUTH 88°08'29" WEST 75.01 feet (this line was used as the basis of bearings) to an Iron rod found for the beginning of a curve to the left (the radius point bears S01 051'31 "E 25.00 feet), and Along the arc of said curve (CA=90000'00'; LC=S43008'29"W 35.36 feeO at 39,27 feet the Point of Beginning and containing 1.03 acres, more or less, as shown on the accompanying survey plat of ev n d to herewith, I Kirk�Raytn'ond, R.P,L.S. 197 Goodwin-Lasiter, Inc. College Station, Texas July 24, 2012 W:\651 \651662-ROW\651662-row-release.doc