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HomeMy WebLinkAboutField NotesExWOa~-r 2- Origin of Bearing System: Grid North as Determined from the Position of City of College Station Horizontal Control Monument No. 119. I-\1 Ilk ~N ~N\ Z1 \ ~ 1 z \ Scale: 1" 300' 4p V 9 o~Nq 1, e R1 / di C0~ ~c 1y ~ yQ P~Ptr~ ~d ~fA O o' ~a Ka N W b 0/ AbJ Y u a` ~ E v ~ m r.o O C O- ~O O- II \ IJ {I II ~J W d N ~ V9 ~'r ads %b' 001 /Q 75 w W a Q C 42 ~W C w (n ~ MQ~ VN .d J .9j V V L8 -rte ey ~ ~ 6 s U I~ t7 N M M d~~ N 00 C d (0 C) r~+ NNNi N~06 Uj q; 00N U) 00 0) r~ 0 N d'O L Nn M N O M N * - N W W W W W W W W W W C7 aD00~Mi0rni0p~inl~ Z OM~~!AMO.-MN 0~0Ar, (0.- U') M11M - N M 000 ~ 000 N 00 LSD 0 C) 0] O * 00 M l- O to l~ c0 It (n fnNZZZZNZfN w~NM•tlntD1~000fN0 J .J J J J J J J J U ^OI, CC ON<OM~NrIO<O0 +1O0000OWNWN0 V) N00NMO M000 6 OO* NMN - *04 04 3 3 3 3 3 3 3 3 3 w 26 t t ■ t t t t f O In ' n o ~ ao ao p:- Z M~OO~' a_ in In K) ! M c i, O n 0 0 m 0f 00004A0 00 U) Af 0p McNN (0 ^ tO to r- pe) O 't O Z O O M O Z Z Z Z W Nn-*00r,WOO J i _1 J J J J J J PAGE 1 OF 2 McCLURE ENOVEER/NQ 11VC 1722 Broodmoor Suite 210 BRYAN, TEXAS 77802 (409) 776-6700 pcwcel_l x.dwg Page 2 of 2 xN-~a IT I FIELD NOTES 20' Sanitary Sewer Easement Edsel Jones and O.D. Butler Tract 1.283 Acres Being all that certain tract or parcel of land lying and being situated in the CRAWFORD BURNETT LEAGUE, Abstract No. 7 in College Station, Brazos County, Texas and being a portion of that 73.51 acre remainder of a 195.92 acre tract of land conveyed to Edsel Jones and O.D. Butler by deed recorded in volume 230, Page 558 of the Deed Records of Brazos County, Texas (B.C.D.R.), and being more particularly described by metes and bounds as follows: COMMENCING: at a set 1/2-inch iron rod marking the most southeastern property corner of said 73.51 acre tract, the south comer ofthe A&M Consolidated Independent School District 22.815 acre tract recorded as the Athletic Complex Subdivision in Volume 1140, Page 497 ofthe Official Records ofBrazos County, Texas (O.RB.C.), and being in the northwest right-of-way line ofF.M. 2818, from whence a concrete right-of-way marker for reference bears N 57° 59' 19" E at a distance of 748.46 feet; THENCE: N 49° 53'27" W (Called N 46° 30' 00" W) along the common line of the said 73.51 acre and the 22.815 acre tracts for a distance of 212.84 feet to the POINT OF BEGINNING; THENCE: through the interior of the said 73.51 acre tract for the following nine (9) calls: (1) S 69° 35'35" W for a distance of 56.07 feet, (2) N 76° 15' 19" W for a distance of 529.20 feet, (3) S 68° 53'06" W for a distance of 486.67 feet, (4) S 52° 21'39" W for a distance of 220.31 feet, (5) N 78° 06' 56" W for a distance of 338.13 feet, (6) S 35° 37'43" W for a distance of 208.24 feet, (7) N 88° 09'45" W for a distance of 192.17 feet, (8) N 43° 43'38" W for a distance of 498.67 feet and (9) N 52° 29'08" W for a distance of 282.66 feet to the fenced southeast margin of an old county road commonly known as Christine Lane (right-of-way width varies), from whence a found concrete monument at the intersection of F.M. 2154 (Wellborn Road) bears S 420 25' 41" W at a distance of 524.12 feet; THENCE: N 420 25'41 " E along the said southeast margin of Christine Lane for a distance of 20.07 feet; THENCE: through the in terior of the said 73.51 acre tract for the following nine (9) calls: (1) S 52° 29'08" E for a distance of 282.47 feet, (2) S 43° 43'38" E for a distance of 492.03 feet, (3) S 88° 09'45" E for a distance of 173.32 feet, (4) N 35° 37'43" E for a distance of 205.33 feet, (5) N 78° 06'56" E for a distance of 341.33 feet, (6) N 52° 21'39" E for a distance of 218.64 feet, (7) N 68° 53'06" E for a distance of 495.85 feet, (8) S 76° 15' 19" E for a distance of 529.34 feet and (9) N 69° 35'35" E for a distance of 38.62 feet for a corner in the beforementioned common line of the 73. 51 acre and the 22.815 acre tracts; THENCE: S 49° 53' 27" E for a distance of 22.98 feet to the POINT OF BEGINNING and containing 1.283 acres of land, more or less. I, Michael R. McClure, Registered Professional Land Surveyor No. 2859 in the State of Texas do hereby certify to the best of my knowledge, information and belief, and in my professional opinion that this survey substantially conforms to the Texas Society of Professional Surveyors Standard and Specifications for a Category 1 B, Condition II Survey. 2,/v-f 9 Michael R. McClure, R.P.L.S. #2859 A,