HomeMy WebLinkAbout00073060CERTIFICATE OF OWNERSHIP AND DEDICATION - _ - - - -
FIELD NOTES CERTIFICATE OF TI STATE OF TEXAS :
Being all that certain tract or parcel of land lying and being situated in the ROBERT STEVENSON COUNTY OF BRAZOS I, Karen McQueen, Cou ~ J
LEAGUE, A-54 in College Station, Brazos County, Texas and being o portion of the 93.543 acre do heroby certify that this p -r~ ~ -
tract conveyed to Edward Freehling by deed dated June 16, 1996 recorded in Volume 3162, Page I EDWARD FROENUNG, owner and developer of .the of authen cation moss filed r 199 of the (O,R.B.C.) and being more particularly described by metes and bounds as follows: land shown on thin plat, and designated herein ae the day of r' , 2 t -~r
al FxaNDRtA SUBDIVISION. PHASE 5 Subdivision to the City of County, exas in V ume ~
BEGINNING: at a found 1 2-inch iron rod at a croee-tie fence corner, eoid iron rod marking the College Station, Texas, and whose name ie subscribed hereto, / i
south comer of said 93.543 acre tract, the east corner of the 89.554 acre BCS Development Tract hereby dedicate to the use of the public forover, all Witness my hand and described in Volume 4026, Page 269 (O.R.B.C.), and being in the northwest margin of a public road, streets, alleys, parka, eosemenb, and public places thereon i Bryan, Texas.
commonly known oa Barron Road; shown for the purpose and consideroti t eroin expro e .
THENCE: N 44' 53' 22' W approximately along a fence marking the common line of this tract and the eoid 89.654 acre tract for a distance of 2101.37 feet (tolled N 44' 28' S6" W - 2101.40 feet) IS) .
to a found 1 2-inch iron i e at a croee-tie fence comer for corner, sold iron pipe also marking Edward Froehlinq, ner / PP L~~ ~j.,.. .
the north corner of the 75.851 acre tract and being in the toutheaet line of the 49.028 acre College
Station Independent School District tract described in Volume 2774, Page 269 (O.R.B.C.); THENCE: N 45' 16' 33" E (called N 44' 18' 18" W) approximately along a fence marking khe Ilne ~~~~Y ~
between the said 49.026 acre school tract and this tract for a distance of 85.07 feet to a 3/4-inch
Iron pipe set for comer;
THENCE: into the interior of the said 93.543 acre tract for the following two (2) calls: 1) 39.34 feet along the arc of a curve having a central angle of 90' 09' 55", a radius of STATE OF TEXAS CERTIFICATE OF
25,00 feet, a tangent of 25,07 feet and a long chord bearing S 00' 11' 36" W at a COUNTY OF BRAZOS
dstance of 35.41 feet to 0 3/4-inch iron pipe set for the Point of Tangency; I, 1
2 S 44 53' 22" E, at 783,09 feat see a found 1/2-inch iron rod markin the mast Before me, the undersigned authority, on this day n,,,u„Y„w, Station, Texas, hereby ce ity ) D 9 sea`s "ei," to the requirements of the , westerly comer of Alexandria Subdivision Phase 4-B, continuing for a total distance of personally appeared Fdwerd_ Fromm, known to me to b~ ~yTEy H " Celle a Station.
990.41 feet to a 3 4-inch Iron i e eat for the Point of Curvaturo of a curve to the left; the arson whose name is subscribed to the foregoing ~F; '••••ql ~ 9 / PP P a~ Pa ••.y 1
THENCE: continuing along the south and west Ilne of Alexandria Subdivision, Phase 4-B as recorded in instrument, and acknowledged to me that he executed; . ~P e~~•.y Volume 4392, Poe 322 for the followin five (5) calls: the same for the purpose and conelderation therein e~a~e6.o ~
9 9 1 39.47 feet elan the arc of said curve having o central an le of 90' 27' 27', a radius of Giwf► under my hand and seal on this S d o~ - y ~ € Cit 9 9 200. m e = }
25.00 feat, a tan ant of 25.20 feet and a long chord bearin N 89' S2' 55" E at a ~ 2 y'•, y - City 9 9 - rFOF` a
distance of 35.50 feet to a found 3/4-inch iron pipe for the Point of Tangency; t3 F ae,,.~
2) S 44' 25' 55" E for a distance of 50.01 feat to a found 3/4-inch iron pipe for comer, ,4~~ xaia,. ~hu\\, ' f et to o f c r er~ ~ ~'~7'2~~~a°~ 3) N 44 39 11 E for a distance of 111.74 a ound 1/2-inch iron rod for o n Nota c, Brazos Coun exas "'~~~nwumm~~~"~`
S 45' 20' 49" E for a distance of 120,00 feet to a found 1 2-inch iron rod for corner and ry ~ 4) / ~ 1 1.
5) N 44' 39' 11" E for a distance of 371.63 feet to a found 1/2-inch iron rod for corner,
mold iron rod also marking the west corner of Alexandria Subdivision, Phase 3-B as recorded in Volume 4048 Pa a 239 O.R.B.C. ; I
g ( ) I l xand~a Sc ' t nce of 580.00 feet to a found 1 2-inch iron rod for corner, A THENCE: S 45 20 49 E for o die a / _
eoid iron rod also marking the south corner of Alexandria Subdivision, Phase 3-A as rocorded in i PhaS 1
Volume 3898, Page 287 (O.R.B.C.), said iron rod oleo being in the northwest line of a 5.1 acre i ~ Vol. 4048 PI Lance R. Leachper tract as described in Volume 1374, Page 236, Volume 1589, Page 73 and i
Volume 3387, Page 141 (O.R.B.C.); i 28
THENCE: S 44 39' 11" W along acid tine for a distance of 25,21 feet to a found 1/2-inch iron rod, said iron rod oleo marking the west comer of said 5.1 acre tract; i
THENCE: S 45' 20' 49" E along the southwest line of said 5.1 acre tract for a distance of 318.68 _ _ _ _ _
feet to 0 1/2-inch iron rod, told iron rod also marking the mouth comer of the beforemontionad i I s
5.1 eras tract, and being in said Barron Road right-of-way; i ~ _ _145.00' THENCE: along said Barron .Road Right-of-Way for the following three (3) calls:
, , » I ~ . 1) S 44 53 17 W along said right-of-way line for o distance of 30.25 feet to a found 10 P.U.E.
1 2-inch iron rod for corner; ~ ~ M / ~ " /
2) S 45' 27 22 W continuing along said right-of-way line for a distance of 369.64 feet - W to a found 1/2-inch iron rod for corner and I W
3 S 45' S5' 57" W for a distance of 151.21 feet to the POINT OF BEGINNING and containing i ~ ~ ~ a ~
13.684 acres of land, more or lea. o 47 60 ~
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CERTIFCATE OF SURVEYOR g W L m ? ~p~ 4°i
T I I a d` C6 STATE OF ERAS h11- 7 .
' w o 59 COUNTY OF BRAZOS ~~p~ ~ ~INE TABLE i ~ ro
tJNE BEARING DISTANCE ~ ~ h I, Michael R. McClure, Registered Professional Land Surveyor No. 2859, y i i
in the State of Texoa, hereby certify that this plat la true and correct and L1 S 44'53'17" W 30.25' w i 0 ~ N ~ " E ~ ~ ,1 t i
was prepared from an actual survey of the property and that property markers L2 N 4516 33 E 85.07 i 0 E i 'C ~ nta wero laced under m au rvlaion on the round. " I C N I N 45'20'49" W and monuma p y Pe 9 L3 S 44 25 55 E 50.01 r
0 -W ---95.25'------ ' L4 N 44'39'11' E 111J4' ~l ~ C a ,
8$ 02 L5 S 45'20'49" E 120.00' _ ~ i ,0 ~ • i 5 E.E. " ~ N y L 29.25 I
o. L6 W 25.21 ~ E ~ ~ S c ae uro, S 44 3911 i 0 2 49 ~ N 58
- ~ 1
~ ~ ~ Q , ~ • 1 M
OF 0~ I 3 N 45 20 49 W i ~ ~'s"rt''•FF Z-Z ~ S ,~P~~ y~.,;, I ,20.0o I
e a-U~ ~ .o I F I
.,....,.,N,,.,.. C ~ c ~ 3 MICHAkI N. r.^c;atlitE I 8 0 0 4
N .-N11.......•.......r.... ` i q 5G' S7 V . 285J e :1r ~ i i ~ I I 0 b r-•
'90 ~ ~ / i ~ ~
'ti•.•.. ~ " I ~ t ~ ` a N 45'20 49 W 5 U'~ ~ •4 3
~ ~ ~ ~ 120.00 m
> p ? Q ' ` 0. S W • 51 56 a
'sirs ~ \ i is ~ ~ _ _ of ~ Chesapeake Lane , ~ I
Bo N ?7' Pavement a+ o~~io so ~ ~ 50 R.O.W. N 45'20 49 W M 1
e,?, ore, L5 o,~r o~ t _
~'tr• Ao 1 ~ - - - - - - - 120.00 ~o ~ W I z
~~o~ ~ ~ ~'''w n. S
~ or I $ g ~ 52 55 t iA N ~
t0 I I
~ ~ I v N 45'20 49 W N 45'20 49 w
~ ~ ` ~ .oo' ~ ~ ~ ? ~ 120.00 120 , ~
r 1
~ I ~ N ~ ~ Alexandria Subdivision i ~ ~ - ~~--~:.w.
~ ~ 54 ~ e 4-B 5,3 a Phos
~ ~ 4J92 Pg. 31?) I e
~ i ~ ~ 5 P.U.E. ♦ ~ ~ ~ c ` T
~ - S 4~"5~'" r - ~9.~'lf~' - -95.20'• - - •94.80'- - - - ~
b N 44'53'22" W ,C
e e _ j
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N 445522 W - 1580. + r~
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1
CURVE DELTA RADIUS LENGTH TANGENT CHORD. BRG. CHORD
~ I C1 90'09'55" 25.00' 39.34' 25.07 S 00'11'38' W 35.41'
~ C2 90'27'27" 25.00' 39.47' 25.20' N 89'52'55" E 35.50' ~ C3 89'32'33" 25.00' 39.07 24.80' S 00'0105" E 35.21' ~i
4 ,00' 39,47' 25.20' N 89'52'55" E 35.50' I C 90'27 27 25
I C5 39'17'34" 60.58' 41.55' 21.63' N 25'00'24" E 40.74'
w CB 258'35'08' 50.00' 225.68' 61.10' N 45'20'49" W 77.39' s r
~ ~ r - ~ C7 39' 17'34" 60.58' 41.55' 21.63' S 64' 17'58" W 40.74' I h w Qr > .7 44 5.~ E 495.20 C8 ' 3" 25.00' 39.07 24.80' S 00'0105" E 35.21'
g u b ~ 89'32 3 " ~ ~ " i o ~ Q N ,C C9 90'27 27 25.00 39.47 25.20 N 89'52 55 E 35.50
~ a J C10 39'1134" 60,58' 41.55' 21.63' N 25'00'24" E 40.74' ~ o, t}
N ~ ~ 0 N 45'20 49 W 77.39 ~ ~ _ Newport Lone c11 2se'35 06 50,00 225.66 s1.1 -
60 R.O.W. w C12 39'1734" 60.58' 4155' Z1.5.3' 5 of i i oo w tu.i, x lnalcaive i jt incn iron you vvL i ur pnusv foul nm 11 V LJL. I I I %-.F I L Y L I I V I I L- L./-1 V V L,p /-I ✓ T
b C 0 N C13 89'32 '2733" 25.00' 39.07' 24.80' S 00'07'05" E 35.21' o " 25.00' 39.47' 25.20' N 89*5255" E 35.50, -111111101111111111 - Indicates 3/4-inch iron 1 found -a- - Indicates 3/4-inch Iron pipe set COLLEGE STATION BRAZOS COUNTY TEXAS
C14 90'27 -Indicates 1/2-inch iron rod found for phase comer > >
'v C15 41'00'24" 51.89' 37.14' 19.40' N 24'08'59" E 36.35' N 44'5321 W - 52Q45 C16 262"00 47 50.00 ' 228.65' 57.51' N 45'20'49" W 75.46' i ` 6 - PK Nail Control Monuments set in Asphalt Pavement. Monuments set at Intersections. MARCH, 2002 ,
BCS Development Co. C17 41'00 24 51.89 37.14' 19.40 1 S 65 09*23" W 36.35
i 89.554 Acres C18 89'32'33" 25.00' 39.07' 24.80' S 00'07'05" E 35.21' 7. ABBREVIATIONS;
Vol. 4026, Pg. 269 C19 90'1245" 25.00' 39.36' 25.09' S 89'59'44" E 35.42' i P.U.E. - Public Utility Easement P.D.E. - Public Drainage Easement Owner: Surveyor:
i E.E. - Electrical Easement Edward Froshling McClure Engineering, Inc.
3887 High Lonesome 1008 Woodcreek Dr., Suite 103 Calls a Station, TX 77845 College Station, Texas 77845
(979 776-8266 (979) 693-3838
1000 0023-fp.dwg MWINJ