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Home My WebLink About00073015u vi C UR WE TA, ge 1 of 2 CURVE DELTA RADIUS LENGTH TANGENT CHORD. BRG. CHORD Pa C1 T04'15" 280.00' 15.01' 7.51' S 85'45'30" W 15.01' L /NE TABLE e Stotio r�Ct LINE BEARING DISTANCE Co�� p26 Ac�P 269 rioing L1 N 78 V O 33'34" E 15.00' 49' 2 774. 00 pip. e L2 S 11'26'26' E 32.09' POIn . Iron �P� L3 N 1 W 30.95 (rod. 1 \ Scale: 1" = 40' o f \ 3 v o ?Q N ?0 \ o ce ORIGIN OF BEAR /NO SMEU.• 8aoiings shown on this plot are I �`y °�� based on Texas State Coord /notes, Centro/ Zone, NAD -83 in I \ accordance with the position of the City of College Station 1994 CPS Contra/ Monument No. 132. I \ Northing. 10190998225 Easting. 3565354.173 f I I 1 J I Point of Beginning t Go. Tr lopnil A BOS �ofe86�5P9 Z6 Rem o) Vol. X02 r n \ ,J Oti C2 01 14—pl —ea02.dwg AcCLUREENG /VEER /NG, INC e AM& Wboorcre4gA -A0 ve, Suife 103 a Co/ %qe S&&=, Texas 778ffe 1 1 9, 7 .9,1 693 -3838 Page 2 of 2 FIELD NOTES 15' Wide Public Drainage Easement 0.0672 ACRES Being all that certain tract or parcel of land lying and being situated in the ROBERT STEVENSON LEAGUE, Abstract No. 54 in COLLEGE STATION, Brazos County, Texas and being part of the 89.554 acre tract described in a deed to BCS Development Company recorded in Volume 4026, Page 269 of the Official Records of Brazos County, Texas (O.R.B.C.) and being more particularly described by metes and bounds as follows: COMMENCING: at a found 3/4 -inch iron pipe marking the north corner of the said 89.554 acre tract, the west corner of a 93.543 acre tract as described by a deed to Edward Froehling recorded in Volume 3162, Page 199 (O.R.B.C.) and being in the southeast line of the remainder of a called 49.026 acre tract described by a deed to the City of College Station Independent School District recorded in Volume 2774, Page 269, from whence the east corner of the said 89.554 acre tract bears S 47° 55'25" E at a distance of 2101.20 feet for reference; THENCE: S 32° 59' 53" E into the interior of the said 89.554 acre tract for a distance of 1052.89 feet to the POINT OF BEGINNING; THENCE: N 78° 33' 34" E for a distance of 15.00 feet for corner; THENCE: S 11 ° 26'26" E for a distance of 32.09 feet for corner; THENCE: S 02° 42'23" E for a distance of 164.02 feet for corner; THENCE: 15.01 feet in a counter- clockwise direction along the arc of a curve having a central angle of 3° 04' 15 ", a radius of 280.00 feet, a tangent of 7.51 feet and a long chord bearing S 85° 45'30" W at a distance of 15.01 feet for corner; THENCE: N 02° 42'23" W for a distance of 163.27 feet for corner; THENCE: N 11 ° 26' 26" W for a distance of 30.95 feet to the POINT OF BEGINNING and containing 0.0672 acres of land, more or less. I, Michael R. McClure, Registered Professional Land Surveyor No. 2859 in the State of Texas do certify that this survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 1B, Condition II Survey. �� •� t Michael R. McClure, R.P.L.S. #2859 C o. s r o'ocf ............. ®............... . ?F!_ , ?cC1,URr f .,.... 2859 ` y �• "oF_ r �� Wit. � 0 N 99 Jo LINE LIM TABLE BEARING DISTANCE L1 S 4755'25" E 17.38' L2 S 47'52'38" E 20.74' L3 S 24'24'21 " W 15.00' L4 N 47'52'38" W 25.13' CURIE TABLE \ CURVE DELTA RADIUS LENGTH TANGENT CHORD. BRG. CHORD C1 28'32'25" 445.00' 221.66' 113.18' S 79'51'52" E 219.38' C2 29'23' 17" 430.00' 220.55' 112.76' N 80' 17' 18" W 218.15' C3 3'04' 11 " 280.00' 15.00' 7.50' S 57'48'57" W 15.00' LINE LIM TABLE BEARING DISTANCE L1 S 4755'25" E 17.38' L2 S 47'52'38" E 20.74' L3 S 24'24'21 " W 15.00' L4 N 47'52'38" W 25.13' ORIGIN OF BEARINO SYSTEM.• Bearings shown on this plot ore based on Texas State Coordinates, Central Zone, NAD -83 in accordance with the position of the City of College Station 1994 CPS Control Monument No. 132. Northing. 1019099&225 Eosting. ,7565354.173 peveloP55nth'9 tract e BSS of 89 ' P9. 2 R ern o irld e 40 , 1r ` Point o f B egngigy r! Page l of 2 s r y � Ss S�� -F \^ °° \ �r Scale: 1" = 60' Stogy D etention 141va C"r C? :N 01 14-pl -ea0l.dwg AcCLUREENG /)VEER /NG /NC • 1008Wbodc1 fD1ive, Saft 1493 • College S&&bfl, Texas 778 5• ,1979/ 693 -3838 0 + A\ :N 01 14-pl -ea0l.dwg AcCLUREENG /)VEER /NG /NC • 1008Wbodc1 fD1ive, Saft 1493 • College S&&bfl, Texas 778 5• ,1979/ 693 -3838 Page 2 of 2 FIELD NOTES 15' Wide Public Utility Easement 0.3212 ACRES Being all that certain tract or parcel of land lying and being situated in the ROBERT STEVENSON LEAGUE, Abstract No. 54 in COLLEGE STATION, Brazos County, Texas and being part of the 89.554 acre tract described in a deed to BCS Development Company recorded in Volume 4026, Page 269 of the Official Records of Brazos County, Texas (O.R.B.C.) and being more particularly described by metes and bounds as follows: COMMENCING: at a found 3/4 -inch iron pipe marking the north corner of the said 89.554 acre tract, the west corner of a 93.543 acre tract as described by a deed to Edward Froehling recorded in Volume 3162, Page 199 (O.R.B.C.) and being in the southeast line of the remainder of a called 49.026 acre tract described by a deed to the City of College Station Independent School District recorded in Volume 2774, Page 269 (O.R.B.C.); THENCE: S 47° 55'25" E along the common line of the said 89.554 acre tract and the said 93.543 acre tract for a distance of 838.61 feet to the POINT OF BEGINNING; THENCE: S 47° 55'25" E continuing along said common line for a distance of 17.38 feet for corner, from whence the east corner of the said 89.554 acre tract bears S 47° 55'25" E at a distance of 1245.22 feet for reference; THENCE: into the interior of the said 89.554 acre tract for the following twelve (12) calls: 1) S 11° 45'31" W for a distance of 330.62 feet for corner, 2) S 47° 52'38" E for a distance of 20.74 feet for corner, 3) 221.66 feet in a clockwise direction along the arc of a curve having a central angle of 28° 32' 25 ", a radius of 445.00 feet, a tangent of 113.18 feet and a long chord bearing S 79' 51' 52" E at a distance of 219.38 feet for corner, 4) S 24° 24' 21" W for a distance of 15.00 feet for corner; 5) 220.55 feet in a counter - clockwise direction along the arc of a curve having a central angle of 29° 23' 17 ", a radius of 430.00 feet, a tangent of 112.76 feet and a long chord bearing N 80° 17' 18" W at a distance of 218.15 feet for corner, 6) N 47° 52'38" W for a distance of 25.13 feet for corner, 7) S 63° 55' 22" W for a distance of 18 3.3 1 feet for corner, 8) S 32° 11'03" E for a distance of 146.24 feet for corner, 9) 15.00 feet in a counter - clockwise direction along the arc of a curve having a central angle of 3' 04' 11 ", a radius of 280.00 feet, a tangent of 7.50 feet and a long chord bearing S 57' 48 W at a distance of 15.00 feet for corner, 10) N 32° 11' 03" W for a distance of 162.93 feet for corner, 11) N 63° 55'22" E for a distance of 199.98 feet for corner and 12) N 11° 45' 31" E for a distance of 341.56 feet to the POINT OF BEGINNING and containing 0.3212 acres of land, more or less. I, Michael R. McClure, Registered Professional Land Surveyor No. 2859 in the State of Texas do certify that this survey substantially complies with the current Texas Society of Professional Surveyors Standards and Specifications for a Category 1 B, Condition II Survey. ka OF rE STE�� Michael R. McClure R.P.L.S. #2859 �r .••• .,�. ' MICHAEL R. McCLURE