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Home My WebLink AboutShenandoah Ph15 Pg2of2Q CERTIFICATE. OF OWNERSHIP AND DEDICATION STATE OF TEXAS • I COUNTY OF BRAZOS 1 Edward Froehling owner and developer of the land shown on this plat, and designated herein as LOTS 15-27. BLOCK 41. LOTS 1-18. BLOCK 42. LOTS 1-9._ BLOCK 43, LOTS 1=21, - BLOCK 44. LOTS 1-. @LQCIi45, LOTS 1-6 BLOCK 46 & LOTS 1-14, BLOCK 47 OF THE SHENANDOAH PHASE 15 Y 9 SUBDIVISION of the Cit of . College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever,. all streets, alleys, parks, greenways, infrastructurej easements, .and public places , thereon shown for the purpose and consideration therein expressed.. All such dediexpressly cations shall be in fee simple unless Provided otherwise: _ FIELD NOTES Owner 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, Texan and being a part of the 49.35 acre tract conveyed to Edward Froehling by Charles Elmo Ferguson, Jr. recorded in Volume 4248, Paga 144 of the Official Records of Brazos County, Texas (O.R.B.C.) and a portion of the 87.888 acre tract of land conveyed to Edward Froehling by James D. Ingram 111, et al recorded in Volume 2986, Page 201 STATE OF TEXAS (O.R.B.C.) and being more particularly described by metes and bounds as follows: COUNTY OF BRAZOS BEGINNING: at a found 1/2 -inch iron rod marking the south corner of the said 49.35 acre tract, the east corner of the 95.661 acre Gary Seaback tract as described in the Volume 2597, Page. 186 (O.R.B.C.) and being in the northwest line of the called Before me, tki e undersigned authority, on this day personally appeared 19.7173 acre Greens Prairie Investors Ltd. tract recorded in Volume 7366, Page 294 (O.R.B.C.); 4,--A toavA 'Ptiek Vn known to me to be the person whose i name Is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose. and consideration therein stated. THENCE: N 44' 22' 55" W along the common line of .the said 49.35 acre Froehling tract and the said 95.661 acre Seaback a tract for a distance of 1353.35 feet to a found 1/2 -inch. iron rod marking the southwest corner of SHENANDOAH PHASE 13 Given under my hand and seal on this Jay of l : A Subdivision as recorded in. Volume 6580, Page 214. (O.R.B.C.); 201x* . THENCE: along the south line of said SHENANDOAH PHASE 13 for the following four (4) calls: ji " _ Notary Public, .Brazos County, Texas 1) S 86' 37' 23" E for a distance of 134.97 feet to a found.. 1/2 -inch. iron rod for corner, on Rood 2) 99.18 feet in a counter -clockwise direction along the arc of a curve having a central angle of 113 39' 25", a radius of -- 50.00 feet, a tangent of 76.49 feet and a long chord bearing S 78' 39' 21" E at a distance of 83.70 feet to a found -� 1/2 -inch iron rod for corner, 3) S 86' 37 23 E for a distance of 58.93 feet to a found 1/2. -inch iron rod for corner, and a 6 ' 0 for dist o a found 1/2 -inch iron rod marking the common most souther) corner a° 4) S 0 41 0 E f distance of 22.13 feet t / g h Y �� o� -` --``-' 3 of said PHASE 13 and SHENANDOAH PHASE 14 Subdivision as recorded in Volume 6893, Page 105 (O.R.B.C.); X� sr�e&"5 C==d s °- . . THENCE: along the south and east lines of saidSHENANDOAH PHASE14 for the following seven (7) calls: as CERTIFICATE OF THE COUNTY CLERK "- - - _ Souther Plantation. STATE OF TEXAS _ "_ 1) S 60' 41' 00" E for a distance of 56.98 feet to a. found 1/2 -inch iron rod for corner, -_ _------- rZ,;_-ri 2) S 3T 50' 08" E for o distance of 99.52 feet to a found 1/2 -inch iron rod for corner, COUNTY OF BRAZOS - 3) N 77 45' 46" E for a distance of 63.39 feet to a found 1/2 -inch iron rod for corner, i = --___ 4) 54.08 feet in a counter -clockwise direction along the arc of a curve having a central angle of 61' 58' 26", a radius of ° I, Karen McQueen. County Clerk, in and for said County, do hereby certify L u 50.00 feet, a tangent of 30.03 feet and a long chord bearing N 7T 45' 46" E at a distance of 51.48 feet to a found that this plat together with its certificate of authentication was filed for =^ >;� c• ,._ . 9 9 9 �• - ",:• -� record in my office the �. day of JN 20 in the 1/2 -inch iron rod for corner, �1 n.t.s. 9� _._ ,:.:.:.._: j_ L L . { _ E for a distance of 82.48 feet to a found 1/2 -inch iron rod for corner, 5) N 7T 45 46" Official Records of Brazos County, Texas in Volume X2190, Pae __1?rn;; , ' =` = =r 6) S 74' 51 10' E for a distance of 24.23 feet to a found 1/2 -inch iron rod for corner, and / - corns f s Phase 14 Witness m hand and official Seal, at my office in Bryan, Texas. _ - =- L� :=r 7) N 45' 26' 36" E for a distance of 901.86 feet to a found 1/2 inch iron rod marking the east r o said y c;,_' n= ;,:;;•_ , _. -, .._ . ��, the southwest f d A d 60-footwidth); - --` -`' •`- �' � and being in a sou wes right-of-way line o Alexandria venue .base on a -foo BR -00 THENCE: along the said southwest right-of-way line of Alexandria Avenue as. depicted on the Final Plat of SHENANDOAH PHASE County Clerk 8-A Subdivision recorded in Volume 5923, Page 201 (O.R.B.C.) for the following ten (10) calls: Brazos County, Texas fit{ Qu)6 1bWLQ& 1) S 44' 33' 24" E for a distance of 90.00 feet to a found 3/4 -inch iron pipe for Point of Curvature of a curve to the right, gj��1l %�j�'�%'' A 2) 39.27 feet along the arc of said curve having a central angle of 90' 00' 00", a radius of 25.00 feet, a tangent of 25.00 i11 C.TN.L l 1 MAP feet. and a long chord bearing . S 00' 26' 36" W at a distance of 35.36 feet to a found 3/4 -inch iron pipe for corner, 3) S 46' 39' 56" E for a distance of 50.03 feet to a found 3/4 -inch iron pipe for corner, 4) 37.35 feet in a clockwise direction along the arc of a curve having a central angle of 85' 36' 04", a radius of 25.00 feet, a tangent of 23.15 feet and a long, chord bearing N 88' 14' 38" E at a distance of 33.97 feet to a found 3/4 -inch iron pipe for the Point of Reverse Curvature, CERTIFICATE OF CITY""E��NGI/NEE`Rp / P�P - !'�i9 l31 P�� 5) 173.18 feet along the arc of said reverse curve having a central angle of 16' 32' 16", a radius of 600.00 feet, a _ l City Engineer of the tangent of 87.20 feet and a long chord bearing S 57' 13' 28" E at a distance of 172.58 feet to a found 3/4 -inch iron City of College Station, Texas, hereby certify that this Subdivision Plat pipe for the Point of Reverse Curvature, conforms to the requirements of the Subdivision Regulations of the City of 6) 37.27 feet along the arc of said reverse curve having a central angle of 85' 24' 41", a radius of 25.00 feet, a tangent College Station. of 23.07 feet and a long chord bearing S 22' 47' 16" E at a distance of 33.91 feet to a found 3/4 -inch iron pipe for corner, , (Amer,L-44-7 7) S 70' 04' 56" E for a distance of 50.00 feet to a found 3/4 -inch iron pipe for co City `nr / 8) 37.27 feet in a clockwise direction along the arc of a curve having a central angle of 85' 24' 41 ", a radius of 25.00 City of College 'Station feet, a tangent of 23.07 feet and a long chord bearing N 62' 37' 25" E at a distance of 33.91 feet to a found 3/4 -inch iron pipe for the Point of Reverse Curvature, 9) 165.47 feet along the arc of said reverse curve having a central angle of 15' 48' 05", a radius of 600.00 feet, a tangent of 83.26 feet. and a long chord bearing S 82' 34' 17 E at a distance of 164.95 feet to a found 3/4 -inch. iron pipe for the Point of Reverse Curvature, and 10) 37.27 feet along the are of said reverse curve having a central angle of 85' 24' 41", a radius of 25.00 feet, a tangent of 23.07 feet and a long chord bearing S 47 45' 59" E at a distance of 33.91 feet to a found 3/4 -inch iron pipe marking the northwest corner SHENANDOAH PHASE 8-8 Subdivision as recorded in Volume 6046, Page 257 (O.R.B.C.); CERTIFICATE OF SURVEYOR STATE OF TEXAS THENCE: along the west and south lines of. said SHE14ANDOAH PHASE 8-B for the following four (4) calls: COUNTY OF BRAZOS A 1) 101.04 feet along the arc of said curve having a central angle of 30' 56' 43", a radius of 187.08 feet, a tangent of '_�s I, Kevin R. McClure, Registered Professional Land Surveyor No. 5650, in ' > 4'' 51.79 feet and a long chord bearing S 10' 24' 44" W at a distance of 99.82 feet to a found 1/2 -inch iron rod for the State of Texas,. hereby certify that this plat is true and correct and was ^•e•�° N`" a prepared from/dnt) actual survey of the property and that property markers corner, and mo umeyis re placed under my supervision . on the ground. 2) S 64' 06' 55" E for o distance of 50.00 feet to a found 3/4 -inch iron pipe for corner, ..................o.� { c 3) 36.79 feet in a clockwise direction along the arc of a curve having a central angle of 84' 18' 23", a radius of 25.00 _�R feet, a tangent of 22.63 feet and a long chord bearing N 68' 02' 17" E at a distance of 33.56 feet to a found z w 3/4 -inch iron pipe for the Point of Tangency, and gKevin R. McClur , R.P.L.S. No. 5650 " 4' S 69' 48 31 E for a distance of 156.31 feet to a found 1 /2 -inch iron rod in the southeast line of the said 87.888 acre. tract, said iron rod also being in the northwest line of the called 60.153 acre City of College Station tract recorded in Volume 6974, Page 241 (O.R.B.C.); THENCE: S 46' 27' 23" W along the common line of the said 87.888 acre Froehling tract and the called 60.153 acre City of CERTIFICATE OF PLANNING A D ZONING COMMISSION College Station tract for a distance of 842.86 feet to a found 1/2 -inch iron rod marking the south corner of the said 87.888 acre tract and the east corner of the said 49.35 acre tract; Chairman of the Planning and Zoning Co r ssion of the City of College Station,. hereby citify that the THENCE: S 46' 29 41 W along the southeast line of the said 49.35 acre tract for a distance of 646.67 feet to the POINT OF attar#®d pPc�at� was duly approved by the Commission on the day of BEGINNING and containing 28.41.1 acres of land, more or less. FliVAL PLA T Cho' man S.., E1VA_]V__D0A1 _ _t 172 _2 xA_D ' 5 28.4 11 A CRSS LOTS 15-27, BLOCK 41 LOTS 1-18, BLOCK 42 LOTS 1-9, BLOCK 43 LOTS 1-21, BLOCK 44 LOTS 1-5, BLOCK 45 LOTS 1-6, BLOCK 46 LOTS 1-14, BLOCK 47 ROBERT STEVENSON LEAGUE A-54 JUNE, 2013 SCALE- 1 " = 60' Owner: urveYor: Edward Froehling McClure & Browne Engineering/Surveying, Inc. 3887 High Lonesome 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 College Station; Texas 77845 (979) 776 -8266 (979) 693-3838 via 10600009-001-FP.dwg