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HomeMy WebLinkAboutMetes and Bounds • • EXHIBIT Overlap Area (Fee Simple) - 5325 sq. ft. Page / of Pages Across C.:..ege Stator ".'aket Place, L P 39.42 acre - Traci One - rid . .o.ring ";t 23 3Icek 3. Phase 3 Pcber. Ste•.ensor. S.. ^ ./ey. A -54 Co.,ege S :at.or., Brazos Co_r :y. Texas F e.a notes of a 5325 sq. ft. tract or parcel of lard.:y,ng and being situated in the Rcbert Stevenson Survey, A -54, Co. :ege Station, Brazos County. Texas, and being part of :ne 39.42 acre - Tract One. described in the deed from T.n J. Crow,ey to Co.,e,e Station ,'arket P.ace, L.P., recorded it Vo,ume 8274. Page 111. of the Off,c,ar Records of Brazos ° °curly. Texas. and said tract being more part cuiarly described as fo:.ows: BEGINNING at an 'X" found in concrete marking the west corner of Lot 28. Block 3, Tower Point Subdivision, Phase 3, according to the plat recorded in Volume 9699. Page 155, iI • of the Official Records of Brazos County, Texas: THENCE along the southwest pine of the beforementioned Lot 28, Block 3. same i; being aiong the centerline of a 23' wide concrete drive aisle, as follows: S 44° 59' 13" E for a distance of 244.12 feet to an "X" found in I� concrete, 'f S 55° 13' 52" E for a distance of 39.94 feet and corner on the back of the curb of a concrete drive aisle, from which the south comer of the said Lot 28, Block 3, bears S 55° 13' 52" E - 59.66 feet; THENCE along the south and southwest back of curb lines for a 23 foot wide i concrete drive aisle currently serving Lot 28, Block 3, as follows: 44° 43' 59" W for a distance of 38.93 feet, N 44° 59' 56" 'N for a distance of 11 65 feet, N 19° 48' 09" E for a distance of 18.74 feet to the beginning of a curve. concave to the west. having a radius of 5 00 feet, Northerly along said curve for an arc distance of 5.65 feet to the end of this curve. the chord bears N 12 35' 32" W - 5.36 feet. 44° 59' 13" W for a distance of 283.25 feet and corner at the west corner of a 5.5 wide concrete sidewalk, • THENCE N 44° 29' 51" E along the northwest line of the beforementioned 5.5' wide concrete sidewalk and its projection, for a distance of 56.50 feet to the south i ne of a p- oposed private access and pubic utility easement, same being a curve concave to the i r•or:heast, having a rad■s of 170.00 feet; THENCE Southeasterly along said curve, same being the south ,ine of the proposed private access and public utility easement for an arc distance of 25.93 feet and corner in the northwest line in the beforementioned Lot 28, Block 3, same being the west terminus of a 20' wide private access and public utility easement, as shown on the beforementioned Lot 28. Block 3. Phase 3 plat, the chord bears S 65° 15' 38" E - 25.90 Feet; THENCE S 45° CO' 48" W along the northwest line of the beforementioned Lot 28, I Block 3, for a distance of 53.47 feet to the PLACE OF BEGINNING, containing 5325 square feet of land, more or less. II j Surveyed: Febr i 2012 tLyC3 1 Y• '1 2103 S. M. Kling e�s� ��•..• � y R.P.L.S. No 2003 I I Prepared 03, iees12-cv 5TCv+ER PC.NT.Tc•»er Pc,o(. Cverap Arcs - ,ea 5l-p2 0c.ross 59 42Ac - 53:Er wpd SEE ATTACHED SKETCH I KING ENG•NEERLNG AND SURVEYING BRYAN. TEXAS • 0 :.511P _al 27 A k aIEG .'i 101 5 3a 32 vu CDT 0 1 _�.,� , eF° , ° a2'G41' +Tl w•nw am.l A -S4' •t Pee. \G.o \E Lfa \7°tiI �mn(�Ca \uYCOUO�T - EXHIBIT l ;EC PR.•::.t '- t-__ -_�I ., r age C 1 f ,:.A..0 - �" �W T E � , a ZE ^ ,: R E'..'i r J',vER POINT I 1 S '. v001Y SIGN I T'HASE i � / - .OL. •.7212 . PG. _26 I ' \� • , ATTED C' f �. I' T �u aczc • 5.325 SFl `'� r�� , N0 K . I - ....i7 ,N 2T.3 \ ' 9.9 ACRES ' I . ,...,„,\ \ _REG I 12.0' Or g �„l • •i EC 19�.�� � �—__----/ 1 'Il 'I -CC ;EU 57A't0N 3 vARNE7 09.4 PLM.E. LP. P . O .B. —�,""* •‘N. \ 5, 048\ (,,,L , -9,'9t 1 :EY. CF C AYE3 ° 9.42 A 1 -- 2,613 SF 1 ' t,,. � �' TRACT ONE vJl. 8274. PC. 111 I l l 1• ` ' \\ ' ` .' ''7� n7 `-' / s i �` SS cS / • '` •/�. \ gv eat / N. )>,,,'"/- .1 `1 9j J 1 A C Cr . V`,/ OVERLAP FE MPIE� 1 3 /S" 959 \ \ (5,325 S.F.) METES: I ! LINE BEARNG DISTANCE I 1 '' r \ / _i 544 244.1 2' sE'', i `r i O f(. `"�?�Y . _ _2 55513'52 - E 39.94' , n y r r \ / / � 4 _3 N 44. 59 '56'W • 38.65' r 4 ;l 1. . `� / / J( N 944 09 6 11.63' 1 • y 4 ` Q / ` .C` N19'48'09'6 18-74' I m � ` / i se � 283.23' Y. - — 7i 1' g �l ,- ` /�1� % /' j, L7 444-4 56 50' \ \ /, I '� 'mi I _3 :: 53.4T ♦ � I ,, ?,G y • ^� �y 'D/ • JOINT VARIABLE 'MOTH �/ ' ^ � I t Ij PRIVATE ACCESS EASEMENT �I \---1I 1 _0T TB (2,613 S.F.) METES: 8AC ka ': • TOWER POINT �: / I SUBDIVISION RI14 I I - 6EA0 DISTANCE 1 ' 1 ' _ I '• ' ' t P HASE 3 v. �.. II __ 5•5'00'47'W 12.00' i J : • VOL. 7-639, PG. 155 / X1 ' PLATTED \, 0 N.44/59'13 46.79' N44 29'51 "E 56.50' \ t.' 2 545'00'.-8 'W 38.13' - S CNE STORY ST ONE �` - t '4 BRICK 8 L.DING I L13 S45'00'47 - 'N :2.00' 'Y "ET 14 1 >3: : N. 1 I 1 1 2.0' // ' I WRVS TABLE I NY CURVE LENGTH RADIUS DELTA CHORD BEARAIG I ' I Sb3' 5.00' 6P47 N 5 15'3 5 1 / i \,, C2 75 -93' - Moe' 5'44'1'7' S 65'15'38"E- "E -23.90.90 ' 4 A, I i CJ b -53' 170.00' 13-39'4, 79'tl 5 67-4,3"20"E-40.44' 4 • L f 1 I .4 15.71' 1000' •90'.0'00' 5 00'00'47� 14. i 3 1 I BACK OF I _ _ _ _ CURB t - . t \ CRT OF COLLEGE STATr – �� vAAABLE WIDTH PUBLIC UTI17 LITY_ — t _ EASEAIQR I t - (2-17 ACRES) :N yOL 10392_ PG. 284 I t C011 -%' C1 I t 5eT • CERTIF'CATE OF SLRVEYOR 1, S.14. KL NC, 9EGSTERED PROFESSIONAL LAND SURVEYCR N0. 2 CO3, N T•E STATE OF TEXAS, HEREBY CE RIFT THAT TNS PLAT .S TRUE, CORRECT. AND VP TF • ■ NOTE: ACCURATELY REPRESENTS THE ONES AND ^ .rMENSIONS OF THE PROPERTY, NAS I t S 7 PREPARED FROM AN ACTUAL SURVEY OF Tr.E PROPERTY MADE UNDER MY ' G f -f 1. BASS OF BEARINGS ' .S THE SUPERVISION CN THE GROUND. MO O THAT 77 NOICATES All EASEMENTS AND i , C Q' 4" * � � ' 9 0 Lft RE — ESTABLISHED SOUTHEAST FENCES AS THEY ARE V.SiBtE ON THE GROUND, AND 'THAT 'THERE ARE '40 I ENCROACHMENTS CGNFLC7S OR PROTRUSIONS, EXCEPT AS SHOWN ,ER EON, \ S.U. KUNG • AC OF OT 28, BLOCK 3, r c 2003 ct. A CCORDING TO THE PLAT OF TO'N£R POINT SL801t/SION, LOT 49 O p£s5t 0 28, 3, PHASE 3 ■- SU R \j� RECORDED RDED IN VOL 9699, PG. 155. RECORD BEARING: S.M. L R.P.LS. NO. 20 S 48'59'02 "',V APR. 3, 2012 MET: KUNG ENGINEERING 4 SURVEYING BRYAN, TEXAS