Ord 2024-045 terminating the LaSalle Municipal Utility District Consent Agreement, Acknowledging release of land from the LaSalle Development Agreement, and approving release of land from the city’s extraterritorial jurisdiction

Home Browse Search

L N6.1. k DOUCET &ASSOCIATES 12) S41-26'39"E, a distance of 317.48 feet to a 1/2-inch iron rod found for an angle point on the existing northwest Right-of-Way line of County Road 158(variable width right-of-way,deed of record not found), same being on the southeast line of said 765.0315-acre tract, and for the northeast corner of the tract described herein; THENCE with the existing northwest Right-of-Way line of said County Road 158,the following five(5)courses and distances: 1) S42'49'3 3"W, a distance of 388.01 feet to a 1/2-inch iron rod found for an angle point, 2) S42'55'58"W, a distance of 1,818.93 feet to a 1/2-inch iron rod found for an angle point, 3) S43'46'05"W, a distance of 453.59 feet to a 1/2-inch iron rod found for an angle point, 4) S42'3 7'32"W, a distance of 425.59 feet to a 1/2-inch iron rod found for an angle point, and 5) S44'15'41"W, a distance of 47.58 feet to a point for southeast corner of the tract described herein, THENCE N47003'45"W,over and across said 0.266-acre tract,said 0.594-acre tract,said 171.236-acre tract,said 19.551-acre tract and said 765.035-acre tract, a distance of 3,360.55 feet to a point on the line common to said 765.035-acre tract and said 468,288-acre tract; THENCE with the line common to said 765.035-acre tract and said 468.288-acre tract, the following three (3) courses and distances: 1) N43'40'3 0"E, a distance of 2,8 06.23 feet to a 1/2-inch iron rod found for an angle point, 2) N46'12'47"W, a distance of 240.26 feet to a 1/2-inch iron rod found for an angle point, 3) N42'54'35"E, a distance of 716.68 feet the POINT OF BEGINNING of the tract described herein and containing 258.61-acres. Basis of bearings is the Texas Coordinate System, South Central Zone [4204],NAD83 (2011), Epoch 2010. All distances shown are surface values and may be converted to grid by using the surface adjustment factor of 0.999919006560. Units: U.S. Survey Feet. This document was prepared under 22 TAC §663.2 1,does not reflect the results of an on the ground survey,and is not to be used to convey or establish interests in real property except those rights and interests implied or established by the creation or reconfiguration of the boundary of the political subdivision for which it was prepared. 05/05/202-1 John Barnard Date Registered Professional Land Surveyor Texas Registration No. 5749 Doucet&Associates JBarnard@DoucetEngineers.com TBPELS Firm Registration No. 10 105800 PAGE 12 of 4 COMMITMENT YOU EXPECT. EXPERIENCE YOU NEED. PEOPLE YOU TRUST.