HomeMy WebLinkAbout2004-2712 - Ordinance - 03/25/2004ORDINANCE NO 2712
AN ORDINANCE AMENDING CHAPTER 12, "UNIFIED DEVELOPMENT ORDINANCE,"
SECTION 4 2, "OFFICIAL ZONING MAP," OF THE CODE OF ORDINANCES OF THE
CITY OF COLLEGE STATION, TEXAS, BY CHANGING THE ZONING DISTRICT
BOUNDARIES AFFECTING CERTAIN PROPERTIES AS DESCRIBED BELOW,
DECLARING A PENALTY. AND PROVIDING AN EFFECTIVE DATE
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION,
TEXAS
PART I
That Chapter 12, "Unified D~velopment Ordinances" Section 4 2, "Official Zoning
Map," of the Code of Ordinances of the City of College Station, Texas, be
amended as set out in Exhibit "A", attached hereto and made a par~ of this
ordtnanoe for all purposes
PART 2
Thru any person, firm, or corporation violating any of the provisions of this chapter
shall be deemed guilty of a misdemeanor, and upon oonviction th~renf shall be
punishable by a fine of not less than Twenty-five Dollars ($25 00) nor more than
Two Thousand Dollars ($2,000 00) Each day such wolation shall c. ontmue or be
permitted to continue, shall be deemed a seperate offense Said Ordtnance, being a
penal ordinance, becomes effective ten (10) days after its date of passage by the
Ctty Councd, as provided by Section 35 of the Charter of the City of College
Station
PASSED, ADOPTED and APPROVED this 25TH day of MARCH 2004
ATTEST
Connie Hooks, C,ty S~cretary
APPROVED
APPROVED
ORDINANCE NO 27~2 Page 2
EXHIBIT ~'A"
That Chapter 12, "Unified Development Ordinance," Section 4 2, "Offictal Zoning Map," of the
Code of Ordsnances of the City of College Station, Texas, is hereby amended as follows
The following property is rezoned fi.om A-O Agricultural Open to AO-R Rural Restdenttal
Subdivision
ALL THAT CERTAIN 211 14 ACRE, TRACT OR PARCEL OF LAND LYING AND BEING
SITUATED IN THE NATHAN CLAMPITT SURVEY, ABSTRACT NO O0 AND IN THE S
W ROBERTSON SURVEY, ABSTRACT NO 202, COLLEGE STATION, BRAZOS
COUNTY, TEXAS, AND BEING PART OF THE 648 21 ACRE TRACT DESCRIBED IN
THE GIFT DEED FROM FRED G ANDERSON TO CAROL M ANDERSON RECORDED
IN VOLUME 3375, PAGE 9, OF THE OFFICIAL RECORDS OF BRAZOS COUNTY,
TEXAS, THE 648 21 ACRE TRACT IS ALSO DESCRIBED IN THE CORRECTION DEED
FROM JEAN STEPHEN ET AL TO STAN AND JEAN STEPHEN FAMILY NO TWO, L P
RECORDED IN VOLUME 3882, PAGE 330, OF THE OFFICIAL RECORDS OF BRAZOS
COUNTY, TEXAS, AND SAID 211 14 ACRE TRACT BEING MORE PARTICULARLY
DESCRIBED BY THE FIELD NOTES IN THE ATTACHED EXHIBIT "B" AND SHOWN
GRAPHICALLY IN THE ATTACHED EXHIBIT "C '
Carol M. Anderson
&
Jean M. Stephen
211.14 Acre Tract
Nathan Clampitt Survey, A-90
S. W. Robertson Survey, A-202
College Station, Brazos County, Texas
Field notes of a 211.14 acre tract or parcel of land, lying and being situated in
the Nathan Clampitt Survey, Abstract No. 90 and in the S. W. Robertson Survey,
Abstract No. 202, College Station, Brazos County, Texas, and being part of the 648.21
acre tract described in the Gift Deed from Fred G. Anderson to Carol M. Anderson
recorded in Volume 3375, Page 9, of the Official Records of Brazos County, Texas,
the 648.21 acre tract is also described in the Correction Deed from Jean Stephen et
al to Stan and Jean Stephen Family No. Tow, L.P recorded in Volume 3882, Page
330, of the Official Records of Brazos County, Texas, and said 211 14 acre tract being
more particularly described as follows:
COMMENCING at the south comer of a 19.53 acre tract (Greens Prairie Right-
of-way Dedication) described in the deed from Jean M. Stephen and Carol M.
Anderson to Brazos County, Texas, recorded in Volume 3436, Page 131, of the
Official Records of Brazos County, Texas, a ~*' Iron rod found bears N 43" 58' 22" E -
30.0 feet, a %" iron rod found in the northwest line of the said 19.53 acre tract, for
reference, bears N 48" 59' 38" W - 269.09 feet, said commencing point being in or
near the centerline of Rock Prairie Road, the west corner of the beforamentioned
648.21 acre tract bears N 55" 11' 04" W - 85.09 feet;
THENCE along the south line of the beforamentioned 648.21 acre tract, same
being the approximate centerline of Rock Prairie Road, as follows:
S 55" 11' 04" E
S 48" 30' 28" E
S60" 11'44" E
for a distance of 922.20 feet,
for a distance of 788.95 feet,
for a distance of 208.61 feet to a ½" iron rod set at
the PLACE OF BEGINNING of this description, a
%" iron rod set for reference bears N 00° 00' E -
100.00 feet, said place of beginning is in the
centerline of a tributary to Carter's Creek as said
tributary crosses Rock Prairie Road;
THENCE along the centarline of the tributary to Carter's Creek, as follows:
N 34" 34' 46" E
N 43" 35' 51" E
N 65" O8' O2" E
S 65" 23' 31" E
S 83" 21' 33" E
N 43" 52' 05" E
N 31" 14' 35" E
N 12" 48' 03" W
N 20" 38' 37" E
N 21" 32' 56" W
N 37" 07' 43" W
N 08" 32' 21" E
N 12" 27' 35" E
N 19" 16' 46"W
N 19~ 25' 07" W
N 46" 16' 24" E
N 44" 43' 35" E
N 33" 36' 05" E
N 72" 35' 56" E
at a distance of 23.0 feet, pas the fence found
marking the north fenced line of Rock Prairie
Road, continue on for a total distance of 45.19
feet,
for a distance of 39.37 feet,
for a distance of 53.93 feet,
for a distance of 40.89 feet,
for a distance of 74.44 feet,
for a distance of 21.57 feet,
for a distance of 39.55 feet,
for a distance of 28.29 feet,
for a distance of 29.36 feet,
for a distance of 27.64 feet,
for a distance of 26.76 feet,
for a distance of 26.35 feet,
for a distance of 48.58 feet,
for a distance of 15.80 feet,
for a distance of 25.90 feet,
for a distance of 12.11 feet,
for a distance of 27.76 feet,
for a distance of 21.55 feet,
for a distance of 13.53 feet,
KLING ENGINEERING AND SURVEYING
BRYAN. TEXAS
ORDI]
kNCE NO. Z/.LZ
Carol M. Anderson &
Jean M. Stephen
211.14 Acre Tract
Nathan Clampitt Survey, A-90
S. W. Robertson Survey, A-202
College Station, Brazos County, Texas
Continued - Page 2
N 35= 51' 13" E
N 24= 21' 12" E
N 86= 05' 55" E
N 43= 58' 54" E
N 23= 57' 44" E
N 33= 23' 29" W
N 48° 46' 04" E
S 67= 06' 49" E
N 54= 50' 41" E
N 11o 55' 01- E
N 67= 46' 27" W
N 31= 22' 29" W
N 46= 05' 39" E
N 26= 55' 31" E
N 68= 27' 23" E
S 28= 06' 22" E
S 09= 31' 37" E
N 85= 18' 55" E
N 52= 47' 17" E
N 30" 45' 44" E
N 49= 48' 59" E
N 04= 14, 54- E
N 67° 26' 54" W
S 61= 27' 15" W
S 79= 51' 59" W
N 10= 31' 58" W
N 41= 09' 02" E
S 69= 51' 25" E
N 33= 50' 07" E
N 22= 30' 46" E
N 86= 04' 56" E
N 43= 05' 59" E
N 31= 11' 26"W
N 46= 49' 25" W
N 06= 32' 47" W
N 37= 26' 29" E
N 80= 50' 46" E
N 34° 11' 43" E
N 45= 51' 38" E
N 11° 51' 28" E
N 04= 12' 15" W
N 25=21' 56" E
N 47° 42' 20" E
N 30" 19' 18" E
N 1~ 48' 38" E
N 32° 42' 28" E
N 82= 34' 27" E
S 44= 31' 06" E
S 13= 56' 57" W
N 86° 14' 40" E
N 55° 54' 01" E
N 39~ 03' 12" E
N 07° 47' 42" E
N 38° 28' 00" W
N 51= 25' 29" E
for a distance of 22.37 feet
for a distance of 24.05 feet
for a distance of 12.83 feet
for a distance of 66.65 feet
for a distance of 24.15 feet
for a distance of 29.64 feet
for a distance of 22.40 feet
for a distance of 6.85 feet
for a distance of 49.25 feet
for a distance of 23.02 feet
for a distance of 15.04 feet
for a distance of 15.20 feet
for a distance of 14.79 feel
for a distance of 11.36 feel
for a distance of 11.42 feel
for a distance of 6.46 feet,
for a distance of 25.48 feet,
for a distance of 8.61 feet,
for a distance of 35.66 feet,
for a distance of 29.45 feet,
for a distance of 49.47 feet,
for · distance of 24.86 feet,
for a distance of 15.28 feet,
for a distance of 7.35 feet,
for a distance of 21.79 feet,
for a distance of 11.47 feet,
for a distance of 23.21 feet,
for a distance of 8.84 feet,
for a distance of 34.07 feet,
for a distance of 18.69 feet,
for a distance of 17.91 feet,
for a distance of 14.90 feet,
for a distance of 17.77 feet,
for a distance of 12.22 feet,
for a distance of 18.12 feet,
for a distance of 16.69 feet,
for a distance of 10.09 feet,
for a distance of 65.00 feet,
for a distance of 22.00 feet,
for a distance of 16.78 feet,
for a distance of 23.05 feet,
for a distance of 23.57 feet,
for a distance of 17.89 feet,
for a distance of 27.94 feet,
for a distance of 36.17 feet,
for · distance of 24.97 feet,
for a distance of 17.22 feet,
for a distance of 7.55 feet,
for a distance of 13.09 feet,
for a distance of 19.90 feet,
for a distance of 12.63 feet,
for a distance of 14.67 feet,
for a distance of 13.34 feet,
for a distance of 20.94 feet,
for a distance of 18.46 feet,
KLING ENGINEERING AND 6URVEYING
BRYAN, TEXAS
ORDI
Carol M. Anderson &
Jean M. Stephen
211.14 Acre Tract
Nathan Clampitt Survey, A-90
S. W. Robertson Survey, A-202
College Station, Brazos County, Texas
Continued - Page 3
N 33° 18' 44" E
N 25o 56' 11" W
S 62° 24' 52" W
N 61° 20' 34" W
N 31° 47' 04" W
N 29° 18' 20" E
N 49° 04' 54" E
N 11° 04' 06" E
N 02° 59' 38" W
N 44° 42' 53" E
S 85° 06' 14" E
N 39° 05' 31" E
S 44° 23' 59" E
N 86° 43' 08" E
S 72° 53' 26" E
S 18° 55' 11" E
N 73° 15' 17" E
N 19° 52' 01" E
S 69° 49' 29" E
S 43° 31' 01" E
N 57° 38' 50" E
N 23° 58' 25" E
N 42° 35' 25" W
N 04° 06' 43" E
N 10059' 58"W
S 38° 53' 50" W
N 57° 12' 08" W
N 13° 55' 20" E
N 16° 27' 19" W
N 60° 57' 40" W
N 24° 46' 26" E
N 22° 18' 46" W
N 03° 32' 29" W
N 35° 26' 27" E
N 53° 39' 01" E
S 61045. 43" E
S 03° 12' 38" W
S 49° 54' 10"W
S 32° 25' 15" E
S 81° 14' 16" E
N 26° 15' 52" E
N 60° 09' 05" E
N 22° 45' 31" W
N 61° 04' 08" W
N 1.~° O6' 56" E
S 80° 12' 50" E
N 89° 25' 03" E
S 00° 10' 02" W
S 74° 44' 31" E
N 58° 34' 16" E
N 10° 08' 58" E
N 21° 43' 34" W
N 08° 48' 06" W
N 49° 48' 42" W
N 57° 28' 15" E
for a distance of 20 10 feet,
for a distance of 11 84 feet,
for a distance of 40 08 feet,
for a distance of 12.42 feet,
for a distance of 10.72 feet,
for a distance of 28.92 feet,
for a distance of 16.68 feet,
for a distance of 33.71 feet,
for a distance of 18.73 feet,
for a distance of 14.02 feet,
for a distance of 8.88 feet,
for a distance of 19.78 feet,
for a distance of 29.20 feet,
for a distance of 15.66 feet,
for a distance of 13.58 feet,
for a distance of 18.22 feet,
for a distance of 25.36 feet,
for a distance of 23.19 feet,
for a distance of 13.48 feet,
for a distance of 14.67 feet,
for a distance of 24.59 feet,
for a distance of 32.07 feet,
for a distance of 18.37 feet,
for a distance of 39 23 feet,
for a distance of 12.42 feet,
for a distance of 11.13 feet,
for a distance of 59.55 feet,
for a distance of 14.50 feet,
for a distance of 26.34 feet,
for a distance of 27.79 feet,
for a distance of 35.50 feet,
for a distance of 25 57 feet,
for a distance of 20.58 feet,
for a distance of 27.59 feet,
for a distance of 17.53 feet,
for a distance of 24.17 feet,
for a distance of 10.41 feet,
for a distance of 13.63 feet,
for a distance of 21.50 feet,
for a distance of 21.15 feet,
for a distance of 42.56 feet,
for a distance of 11.80 feet,
for a distance of 10.61 feet
for a distance of 36.25 feet
for a distance of 18.09 feet
for a distance of 28.62 feet
for a distance of 34.40 feet
for a distance of 14.56 feet
for a distance of 14.42 feet
for a distance of 11.99 feet
for a distance of 22.48 feet
for a d,stance of 15.17 feet
for a distance of 33 04 feet
for a distance of 27.75 feet
for a distance of 15.84 feet
KLINQ ENGINEERING AND SURVEYING
BRYAN, TEXAS
ANCE NO.
--ii--
Carol M. Anderson &
Jean M. Stephen
211.14 Acre Tract
Nathan Clampitt Survey, A-90
S. W. Robertson Survey, A-202
College Station, Brazos County, Texas
Continued - Page 4
N 86° 36' 47" E
N 63° 45' 12" E
S 88° 03' 53" E
N 00~ 13' 14"W
N 58° 52' 12" W
N 03° 36' 08" E
N 71° 35' 30" E
S 36° 04' 13" E
S 21° 28' 32" E
S 53° 0(7 24" E
N 64° 57° 38" E
N 16° 16' 29" E
N 07° 11' 28" W
N 16° 30' 52" W
N 53° 16' 14" W
N 46° 1(7 12" E
N 23° 47' 04" E
N 55° 10' 17" E
N 15° 10' 40" E
N 16° 25' 37" W
N 52° 09' 40" E
N 42° 51' 28" E
N 25° 52' 38" E
S 41° 45' 24" E
S 31° 05' 49" E
N 82° 33' 51" E
N 33° 34' 57" E
N 13o 06' 04" E
N 09° 21' 02" E
S 760 42' 49" E
S 40° 11' 08" E
N 84° 46' 52" E
N 37° 50' 58" E
N 72° 20' 54" E
S 430 43' 07" E
S 28° 06' 27" W
S 37° 40' 10" E
N 68° 00' 23" E
N 20° 05' 03" E
N 47° 51' 47" E
N 83° 36' 54" E
S 43° 0(7 41" E
S 13° 32' 36" E
S 44° 38' 54" E
S 69° 24' 07" E
N 67° 11' 51" E
N 16o O6' 47" E
N 20° 44' 35" W
N 15° 31' 28" E
N 37° 55' 28" E
N 12° 02' 46" E
N 01° 56' 39" E
for a distance of 21.47 feet,
for a distance of 16.60 feet,
for a distance of 19.24 feet,
for a distance of 52.76 feet,
for a distance of 33.53 feet,
for a distance of 8.69 feet,
for a distance of 30.49 feet,
for a distance of 12.64 feet,
for a distance of 11.03 feet,
for a distance of 18.50 feet,
for a distance of 29.10 feet,
for a distance of 14.91 feet,
for a distance of 31.85 feet,
for a distance of 12.42 feet,
for a distance of 9.40 feet,
for a distance of 45.62 feet,
for a distance of 31.56 feet,
for a distance of 38.21 feet,
for a distance of 23.40 feet,
for a distance of 13.70 feet,
for a distance of 20.23 feet,
for a distance of 24.26 feet,
foradistanceof 16.97 feet, from which the surface
location of the McCullough-Terry No. 1 bears N 53°
50' 10" W - 296.1 feet,
for a distance of 18.29 feet,
for a distance of 33.90 feet
for a distance of 15.67 feet
for a distance of 17.61 feet
for a distance of 37.03 feet
for a distance of 21.50 feet
for a distance of 13.35 feet
for a distance of 16.93 feet
for a distance of 27.11 feet
for a distance of 15.47 feet
for a distance of 16.56 feet
for a distance of 14.90 feet
for a distance of 22.47 feet,
for a distance of 14.52 feet,
for a distance of 28.85 feet,
for a distance of 10.04 feet,
for a distance of 48.03 feet,
for a distance of 11.09 feet,
for a distance of 11.68 feet,
for a distar~ce of 25.95 feet,
for a distance of 9.57 feet,
for a distance of 14.79 feet,
for a distance of 11.00 feet,
for · distance of 12.52 feet,
for a distance of 22.77 feet,
for a distance of 24.15 feet,
for a distance of 28.40 feet,
for a distance of 15.91 feet,
for a distance of 15.67 feet,
KLING ENGINEERING AND SURVEYING
BRYAN, TEXAS
......... p_A_~__m' '7 rtl7 12
ORD] ~kNCE PlO. z~12: -'-'-,-'-,;:::;:: =
Carol M. Anderson &
Jean M. Stephen
211.14 Acre Tract
Nathan Clampitt Suntey, A-90
S. W. Robertson Survey, A-202
College Station, Brezos County, Texas
Continued - Page 5
N 67° 44' 04" E
N 09° 30' 09" E
N 67° 03' 28" W
N 29° 59' 24" W
N 30° 00' 26" E
N 16° 32' 20" E
N 56° 16' 30" E
S 66° 56' 18" E
N 62° 01' 50" E
N 09° 57' 20" E
N 28° 12' 33" E
N 72° 18' 52" E
N 58° 33' 37" E
N 24° 08' 11" E
N 20° 54' 08" VV
N 15000. 11"E
N 11° 00' 32" W
N 37° 08' 27" E
N 44o 17' 26" E
S 89° 35' 24" E
S 73° 57' 32" E
N 31° 55' 10" E
N 08° 14' 00" W
N 43° 27' 14" W
N 64° 57' 16"W
N 21° 27' 21" W
N 40° 49' 25" E
N 11041. 35"W
N 79° 41' 04" E
S 47° 12' 03" E
S 63° 47' 38" E
N 77° 05' 07" E
for a distance of 33.50 feet
for a distance of 15.21 feet
for a distance of 33.00 feet
for a distance of 24.91 feet
for a distance of 19.86 feet
for a distance of 33.29 feet
for a distance of 13.34 feet
for a distance of 24.63 feet
for a distance of 70.59 feel
for a distance of 36.26 feel
for a distance of 16.67 feel
for a distance of 28.98 feel
for a distance of 33.77 feel
for a distance of 20.85 feet
for a distance of 26 36 feel
for a distance of 24.70 feel
for a distance of 22.41 feet from which a %" iron
rod found for reference bears S 80° 38' 53" E -
75.68 feet,
for a distance of 50.45 feet,
for a distance of 53 58 feet,
for a distance of 7.77 feet,
for a distance of 8.92 feet,
for a distance of 14.32 feet,
for a distance of 9.23 feet,
for a distance of 12.71 feet,
for a distance of 12.15 feet,
for a distance of 8.27 feet,
for a distance of 24.12 feet,
for a distance of 21.60 feet,
for a distance of 13.11 feet,
for a distance of 19.96 feet,
for a distance of 43.07 feet,
for a distance of 36.24 feet and corner in the
common line between the beforementioned
648.21 acre tract and the 2366.04 acre tract
described in the deed to George J. Kacal, Jr.,
recorded in Volume 1470, Page 88, of the Official
Records of Brazos County, Texas, same being the
average centerline of Carter's Creek (old channel-
minimal flow);
THENCE along the average centerline of Carter's Creek (old channel - minimal
flow), same being the common hne between the beforementioned 648.21 acre tract
and the 2366.04 acre tract as follows:
$ 58o 50' 56" E
N 88° 11' 55" E
N 10° 26' 52" E
N 76° 29' 19" E
N 14° 57' 33" E
N 50° 29' 28" E
S 73° 54' 17" E
for a distance
for a distance
for a distance
for a distance
for a distance
for a distance
for a distance
of 385.07 feet,
of 54.34 feet,
of 68.69 feet,
of 106.91 feet,
of 124.33 feat,
of 194.84 feet,
of 292.91 feet,
KLING ENGINEERING AND SURVEYING
BRYAN. TEXAS
Carol M. Anderson &
Jean M. Stephen
211.14 Acre Tract
Nathan Clampitt Survey, A-90
S. W. Robertson Survey, A-202
College Station, Brazos County, Texas
Continued - Page 6
S 89° 47' 00" E
S 53° 18' 26" E
S 77° 50' 04" E
S 46° 02' 41" E
S 77° 54' 47" E
S 45° 30' 28" E
S 63° 29' 08" E
S 46° 56' 25" E
S 60~ 52' 38" E
S 50° 28' 43" E
S 68° 50' 54" E
S 64° 51' 26" E
S 59° 38' 53" E
for a distance of 105.94 feet,
for a distance of 140 00 feet,
for a distance of 120.42 feet,
for a distance of 263.11 feet,
for a distance of 96.12 feet,
for a distance of 88.71 feet,
for a distance of 462.95 feet,
for a distance of 139.35 feet,
for a distance of 162.54 feet,
for a distance of 205.93 feet,
for a distance of 139.10 feet,
for a distance of 246.62 feet,
for a distance of 338.83 feet to the ,ntersection of
the average centerline of Carter's Creek with the
centerllne of · tributary to Carter's Creek, from
which a ½" ,ton rod set for reference bears N 90°
00' W - 150.00 feet;
THENCE along the centerline of a tributary to Carter's creek, as follows:
S 54° 55' 35" W
S 29° 05' 39" E
S 15° 25' 45" W
S 71° 12' 10" W
S 38° 32' 01" W
S 38° 43' 46" E
S 15, 26' 25" W
N 84° 24' 15" W
S 05~ 15' 36" W
S 82* 18' 12" W
S 19° 45' 48" E
S 89° 13' 48" W
S 65° 51' 29" W
N 15032' 14"W
N 49° 39' 38" VV
S 66° 58' 09" W
N 26° 27' 22" W
N 190 59' 28" E
N 58° 36' 30" W
S 89" 15' 30" W
N 54° 05' 30" W
N 21° 36' 15" W
S 50~ 03' 51" W
N 61° 40' 55" W
N 23° 27' 07" W
N 69" 11' 21" W
N 79° 35' 16" W
S 70° 36' 41" W
S 27° 42' 00" W
S 17° 52' 56" W
S 05° 14' 22" E
S 46° 50' 57" E
for a distance of 18.58 feet,
for a distance of 8 54 feet,
for a distance of 7.37 feet,
for a distance of 17.94 feet,
for a distance of 22.18 feet,
for a distance of 17.39 feet,
for a distance of 25.69 feet,
for a distance of 21.02 feet,
for a distance of 23.17 feet,
for a distance of 20.45 feet,
for a distance of 15.82 feet,
for a d~stance of 10.45 feet,
for a d~stance of 30.38 feet,
for a distance of 17.62 feet,
for a distance of 16.24 feet,
for a distance of 17.43 feet,
for a distance of 14.53 feet,
for a distance of 11.53 feet,
for a distance of 30.87 feet,
for a distance of 18.71 feet,
for a distance of 28.85 feet,
for a distance of 13.22 feet,
for a distance o.' 8.58 feet,
for a distance of 48 37 feet,
for a distance of 8.36 feet,
for a distance of 43 18 feet,
for a distance of 32.31 feet,
for a distance of 448 82 feet from which a ½" set
for reference bears N 00" 00' E - 100.00 feet,
for a distance of 11.78 feet
for a distance of 10.54 feet
for a distance of 8.67 feet,
for a distance of 23.87 feet
KLING ENGINEERING AND SURVEYING
~RYAN, TEXAS
Carol M. Anderson &
Jean M. Stephen
211 14 Acre Tract
Nathan Clampitt Survey, A-90
S. W. Robertson Survey, A-202
College Station, Brazos County, Texas
Continued - Page 7
N 75° 51' 24" W
S 28o 23' 05" W
S 45° 30' 44" W
S 30° 18' 45" W
S 31° 22' 36" E
S 06° 33' 47" E
S 28° 43' 29" W
S 55° 25' 09" W
S 79° 51' 40" W
N 86° 54' 50" W
N 37° 05' 39" W
S 81° 47' 27" W
S 68° 48' 49" W
S 48° 17' 12" W
S 71° 37' 44" VV
$ 81° 25' 03"W
S 58° 35' 21" W
S 11° 35' 46" W
S 06° 25' 43" W
S 34° 25' 38" W
S 36° 42' 01" W
S 48° 03' 30" W
S 25° 42' 38" W
S 16°23' 16"W
S 02° 47' 22" E
S 18°44' 16"E
S 15° 00' 26" W
S 42° 11' 57" W
S 49° 45' 47" W
S 88° 05' 07" W
S 81° 57' 42" W
S 52° 19' 29" W
S 09° 55' 05" E
S 37° 57' 45" E
S 57° 31' 37" E
N 89° 06' 27" E
N 67°43' 01"E
S 89° 07' 08" E
S 25° 46' 07" E
S 11°43' 38"E
S 44° 06' 00" W
N 81° 13' 52"W
N 40° 15' 56" W
N 17° 29' 02" E
N 61° 36' 30" W
S 66° 38' 34" W
S 16° 28' 45" W
S 25° 43' 12" E
S 48° 37' 22" E
S 34° 22' 09" E
S 22° 25' 02" W
for a distance of 21.30 feet,
for a distance of 29.86 feet,
for a distance of 19.61 feet,
for a distance of 8.90 feet,
for a distance of 7.47 feet,
for a distance of 11.40 feet,
for a distance of 6.94 feet,
for a distance of 29.86 feet,
for a distance of 9.79 feet,
for a distance of 12.43 feet,
for a distance of 4.45 feet,
for · distance of 7.57 feet,
for a distance of 10.98 feet,
for a distance of 13.55 feet,
for a distance of 18.01 feet,
for · distance of 7.85 feet,
for a distance of 11.88 feet,
for a distance of 11.51 feet,
for a distance of 8.06 feet,
for a distance of 9.73 feet,
for a distance of 11.95 feet,
for a distance of 24.23 feet,
for a distance of 7.58 feet,
for a distance of 24.09 feet,
for a distance of 8.14 feet,
for a distance of 12.75 feet,
for a distance of 7.50 feet,
for a distance of 17.79 feet,
for a distance of 9.99 feet,
for a distance of 8.30 feet,
for a distance of 10.85 feet,
for a distance of 11.19 feet,
for a distance of 11.50 feet,
for a distance of 8.38 feet,
for a distance of 8.74 feet,
for a distance of 7.48 feet,
for a distance of 18.54 feet,
for a distance of 6.11 feet,
for a distance of 52.13 feet,
for a distance of 12.01 feet,
for a distance of 18.86 feet,
for a distance of 13.59 feet,
for a distance of 9.17 feet,
fo.' a distance cf 19.05 feet,
for a distance of 7.15 feet,
for a distance of 13 70 feet,
for a distance of 35.23 feet,
for a distance of 18.79 feet,
for a distance of 25.48 feet,
for a distance of 12.94 feet,
for a distance of 23.07 feet,
KLING ENGINEERING AND SURVEYING
BRYAN, TEXA~
Ol~DI ANCE NO. 2712
Carol M. Anderson &
Jean M. Stephen
211.14 Acre Tract
Nathan Clampitt Survey, A-90
S. W. Robertson Survey, A-202
College Station, Brazos County, Texas
Continued - Page 8
S 19° 36' 48" E
S 62° 55' 30" E
S 58° 38' 31" E
S 46° 40' 44" W
S 30° 08' 23" W
S 37° 15' 18" E
S 72° 44' 58" E
S 14° 10' 53" E
S 15° 10' 37"W
S 05o 02' 18" E
S 08° 39' 09" VV
S 57° 44' 51" W
S 57° 48' 34" W
S 26° 34' 00" W
S 49° 04' 38" W
S 32° 01' 24" W
S 36° 06' 54" E
S 60° 32' 48" E
N 66° 55' 54" E
S 20° 12' 40" E
S 25° 06' 18" W
S 44° 16' 41" W
S 37° 26' 15" W
S 30° 49' 57" E
S 48° 30' 22" E
S 61° 13' 44" E
N 72° 56' 18" E
S 39° 23' 21" E
S 35° 19' 40" E
S 20° 28' 28" E
S 09° 05' 10" W
S 73° 10' 23" W
S 29° 02' 13"W
S 34° 06' 39" W
S 03° 31' 51" W
S 25° 22' 09" E
S 71° 37' 26" E
S 65° 47' 57" E
S 05° 45' 54" W
S 63° 08' 39" W
S 08° 00' 08" W
S 17° 43' 23" W
S 35° 07' 02" W
S 35° 07' 02" W
S 14° 05' 21" W
S 24° 16' 16" W
S 05° 31' 51" W
S 57° 09' 26" W
S 22° 56' 35" E
S 42° 00' 22" W
S 13° 51' 06" E
S 60° 08' 59" E
for a distance of 25.08 feet,
for a distance of 8 69 feet,
for a distance of 27.86 feet,
for a distance of 16.62 feet,
for a distance of 73.75 feet
for a distance of 28.20 feet
for a distance of 10.94 feet
for a distance of 26.56 feet
for a distance of 24.49 feet
for a distance of 13.58 feet
for a distance of 9 53 feet,
for a distance of 11.12 feet,
for a distance of 14 62 feet,
for a distance of 18.49 feet,
for a distance of 15.90 feet,
for a distance of 33.20 feet,
for a distance of 9 58 feet,
for a distance of 29.79 feet,
for a distance of 10.45 feet,
for a distance of 13.36 feet,
for a distance of 14.13 feet,
for a distance of 34.73 feet
for a distance of 26.93 feet
for a distance of 9.38 feet,
distance of 21.14 feel
for a
for a distance of 11 22 feel
for a distance of 10 35 feel
for a distance of 9.19 feet
for a distance of 12.40 feel
for a distance of 17.33 feet
for a d,stance of 11.95 feet
for a distance of 13.02 feet
for a distance of 42.34 feet
for a distance of 24.26 feet
for a distance of 19.19 feet
for a distance of 13.53 feet
for a distance of 10.14 feet
for a distance of 12.68 feet
for a distance of 6.40 feet
for a distance of 10.71 feet
for a distance of 79.05 feet
for a distance of 187.73 feet,
for a distance of 55.80 feet,
fol' a distanc,3 of 62.23 feet,
for a distance of 48.52 feet,
for a distance of 68.70 feet,
for a distance of 101.99 feet
for a distance of 24.70 feet
for a distance of 33 09 feet
for a distance of 16 28 feet
for a distance of 30.83 feet
for a d~stance of 21.80 feet
KLING ENGINEERING AND SURVEYING
BRYAN, TEXAS
OR] 4NANCE NO. 2712 EXHU$1'I' "ti" Y~E ~.~ ~-' ]
Carol M. Anderson &
Jean M. Stephen
211.14 Acre Tract
Nathan Clampitt Survey, A-90
S. W. Robertson Survey, A-202
College Station, Brazos County, Texas
Continued - Page 9
S 44* 28' 59" E
N 69° 56' 31" E
N 48° 32' 38" E
S 16° 56' 46" E
S 05° 19' 47" E
S 04° 12' 18" W
S 39* 34' 53" W
S 12°00' 19"W
for a distance of 28.82 feet,
for a distance of 23.92 feet,
for a distance of 6.44 feet,
for a distance of 7.38 feet,
for a distance of 81.21 feet,
for a distance of 86.44 feet,
for a distance of 46.00 feet,
at a distance of 22.9 feet, pass the fenced north
line of Rock Prairie Road, continue on for a total
distance of 52.48 feet and corner in the average
centerline of Rock Prairie Road, same being the
south line of the beforementioned 648.21 acre
tract, from which a %" iron rod set for reference
bears N 00° 00' E - 100.00 feet;
THENCE along the south line of the beforementioned 648 21 acre tract, same
being the average centerline of Rock Prairie Road, as follows:
N 76° 50' 30" W
N 75° 49' 22" W
N 77° 21' 48" W
N 80~ 51' 54" W
N 83* 37' 36" W
N 83* 17' 33" W
N 81° 57' 33" W
N 80° 33' 13"W
N 71° 53' 36" W
N 62° 35' 48" VV
for a distance of 668.90 feet, from which a crosstie
fence angle point bears N 08° 00' 55" E - 35.0
feet,
for a distance of 950.54 feet,
for a d~stance of 216.05 feet, from which an 8"
creosote post fence angle point bears N 55° 52'
24" W - 89.74 feet,
for a distance of 222.87 feet,
for a distance of 643.38 feet,
for a distance of 194.33 feet,
for a distance of 623.98 feet,
for a distance of 172.46 feet,
for a d,stance of 152.52 feet,
for a distance of 115.72 feet to the PLACE OF
BEGINNING, containing 211.14 acres of land,
more or less, of which there are 2.86 acres within
the fenced lines of Rock Prairie Road, and
approximately 57 acres lie in the floodplain of
Carter's Creek.
Prepared 02/09/04
ka~O4.01a:~am~emenalephefl211.t4ar,.wlxl
KLING ENGINEERING AND SURVEYING
BRYAN TEXAS
URDI NAIN(_~E NO. z/tz
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