HomeMy WebLinkAboutmission ranch ph 3VICINITY MAPSITEFIELD NOTES10.277 ACRESBeing all that certain tract or parcel of land lying and being situated in the JAMES ERWIN SURVEY, A-119, Brazos County, Texas and being part of thecalled 270.800 acre tract described in the deed from BCS Prairie Corp. to BCS Mission Ranch, L.P. recorded in Volume 13842, Page 179 of the OfficialRecords of Brazos County, Texas (O.R.B.C.) and being more particularly described by metes and bounds as follows:COMMENCING: at a found 1/2-inch iron rod marking the south corner of the called 10.43 acre Jasper Construction, Ltd. tract recorded in Volume 8709,Page 53 (O.R.B.C.), said iron rod also being in the northwest line of the called 270.800 acre tract and being in or near the common line of the said JAMESERWIN SURVEY, A-119 and the CRAWFORD BURNETT SURVEY, A-7;THENCE:S 35° 05' 43" W into the interior of the said 270.800 acre BCS Mission Ranch, L.P. tract for a distance of 1356.98 feet to a 1/2-inch iron rod setfor the POINT OF BEGINNING:THENCE:S 40° 08' 26" W for a distance of 326.35 feet to a 1/2-inch iron rod set for corner;THENCE:S 25° 56' 43" E for a distance of 18.71 feet to a 1/2-inch iron rod set for corner;THENCE:S 08° 09' 15" W for a distance of 87.51 feet to a 1/2-inch iron rod set for corner;THENCE:S 06° 48' 47" E for a distance of 63.80 feet to a 1/2-inch iron rod set for corner;THENCE:N 78° 28' 30" W for a distance of 260.38 feet to a 1/2-inch iron rod set for corner;THENCE:S 11° 31' 30" W for a distance of 44.37 feet to a 1/2-inch iron rod set for corner;THENCE:N 78° 28' 30" W for a distance of 50.00 feet to a 1/2-inch iron rod set for corner;THENCE:S 11° 31' 30" W for a distance of 150.00 feet to a 1/2-inch iron rod set for corner;THENCE:N 60° 34' 22" W for a distance of 296.23 feet to a 1/2-inch iron rod set for corner;THENCE:S 89° 07' 14" W for a distance of 130.62 feet to a 1/2-inch iron rod set for corner;THENCE:N 06° 38' 11" W for a distance of 31.94 feet to a 1/2-inch iron rod set for corner;THENCE:N 78° 43' 42" W for a distance of 129.99 feet to a 1/2-inch iron rod set for corner;THENCE:N 11° 16' 18" E for a distance of 241.97 feet to a 1/2-inch iron rod set for corner;THENCE:N 32° 17' 35" W for a distance of 49.25 feet to a 1/2-inch iron rod set for corner;THENCE: 52.16 feet in a counter-clockwise direction along the arc of a curve having a central angle of 05° 58' 37", a radius of 500.00 feet, a tangent of 26.10feet and a long chord bearing N 54° 43' 07" E at a distance of 52.13 feet to a 1/2-inch iron rod set for the Point of Reverse Curvature;THENCE: 197.98 feet along the arc of said reverse curve having a central angle of 40° 30' 43", a radius of 280.00 feet, a tangent of 103.33 feet and a longchord bearing N 71° 59' 10" E at a distance of 193.88 feet for corner;THENCE:S 87° 45' 29" E for a distance of 134.40 feet to a 1/2-inch iron rod set for the Point of Reverse Curvature of a curve to the left;THENCE: 392.07 feet in a counter-clockwise direction along the arc of a curve having a central angle of 53° 29' 09", a radius of 420.00 feet, a tangent of211.63 feet and a long chord bearing N 65° 29' 56" E at a distance of 377.99 feet to a for the Point of Tangency;THENCE:N 38° 45' 22" E for a distance of 64.34 feet to a 1/2-inch iron rod set for corner;THENCE:N 83° 45' 22" E for a distance of 35.36 feet to a 1/2-inch iron rod set for corner;THENCE:S 51° 14' 38" E for a distance of 257.89 feet to a 1/2-inch iron rod set for the Point of Curvature of a curve to the right;THENCE: 96.51 feet along the arc of said curve having a central angle of 14° 07' 25", a radius of 391.50 feet, a tangent of 48.50 feet and a long chord bearingS 44° 10' 56" E at a distance of 96.26 feet 6to the POINT OF BEGINNING and containing 10.277 acres of land, more or less.1812181818143701370037043708371237133709NOTE: PRELIMINARY ADDRESSESADDRESSES ARE NOT OFFICIAL UNTIL THE FINAL PLAT IS LEGALLY RECORDED