Brownsville herald. [volume] (Brownsville, Tex.) 1910-current, 1931-06-09
LEGAL ADVERTISEMENT

w NAA6 49, AA@ &A8& e@~
esting angle Of 81 degrees 90
minutes and q radius OF l432.7
IT.:
Thence along said 4 degree
curve 775.0 It. 70 the end OF said
curve at a point on the center
line OF the road along the south
side OF Lot is OF Block XXX OF the
Brownsville Land g. Improve
ment Company's subdivision as
! recorded on page IS. plat book ]
Deed records OF Cameron Coun-
ty. Texas. said point being ". 80
degrees IS minutes w. 247.3 II.
along said center line from the
southeast corner OF said Lot Is.
a distance Of approximately o.S
miles"
Thence westerly along the south
line Of the above described so It.
road to its connection with the
Morton Road, thence following the
south line Of Morton Road 10 Its
intersection with the center line Of
the Town Resaca, a total distance
Of approximately 5340 It.
Thence northwesteriy along the
centerline Of the Town Resaca
approximately 5000 IT. to its in
tersection with the center line of
a siphon Of the Cameron County
Water Improvement District No.
z:
Thence southerly along the GEN.
terline Of the above siphon Ap-
| proximGtely 400 Il. 10 its interSec-
ton with the centerline Of O main
concrete canal of the Cameron
County Water Improvement Dis
trict No. Z;
Thence westerly along the center
line OF the above concrete canal
approximately 2450 It. to the in
tersection with the west right OF
way line Of the Missouri Pacific
Railway Company's main line;
Thence southerly along the west
right Of way line Of the Mo. Pac.
Ry. Company approximately 4400
II. to the point Of intersection with
the present City Limits line;
Thence s. so degrees O6 minutes
w. continuing along said City
Limits line 1880 #. TO a point:
thence 8. 81 degrees 90 minutes w.
a distance OF 1400 #. more OF less.
to a point on the north bank OF
the Rio Grande River; thence
down the Rio Grande River as 1t
existed prior to June 1880, with its
meanders and following said north
bank a distance Of 1900 It. more or
less, to the northwest corner of
outlot No. so, as shown on official
map Of the City of Brownsville.
said lot being in the name Of 7. j.
Clay;
Thence ". 80 degrees 30 minutes
Z. and along I. j. Clay's north line
a distance Of 800 II. more or less
to Clay's N. z. Corner; thence s.
10 degrees 20 minutes Z. along
ClayiS east line being also the west
line of Brownsville City Reservoir,
"a distance Of 900 II. more or less,
to the S. f. corner Of the lands OF
I. ]. Clay;
Thence S. S3 degrees As minutes
w. along the south line of lands OF
T. j. Clay, a distance of 100 II.
more or less. to a point being the
N. Z. corner Of Outlet No. 46, in
the name Of VIM. Mason: thence
5. p degrees ID minutes z. along
the line Of Out.ot No. 46 a dis
lance OF about 90 fl. TO a point;
Thence s. so degrees 90 minutes
W. a distance OF about 240 IT. TO a
point: thence S. 0 degrees IS min
utes w. a distance Of $40 It. more
or less, to the S. z. corner Of Out
lot No. IS. being also the N. Z.
corner of Outlet No. IS;
Thence s. 4 degrees Is minutes
w. along the east line of Outiot
No. As, a distance Of 400 IT. to a
point being the S. Z. corner Of Out
lot No. As; also a corner OF Outlet
No. AZ;
Thence S. 80 degrees 80 minutes
E a distance Of about 40 fl. to a
point, thence s. / degree 80 min
utes w. 95 #. TO a point;
Thence S. ? degrees 80 minutes
z. $50 #. to a point, being also a
corner Of Outlet No. AZ;
Thence S. 81 degrees 80 minutes
f. and along the line Of Outlet No.
- a distance OF 255 f.. TO a point
being also a corner Of Outlet No.
40;
Thence S. SIS degrees IS minutes
z. a distance Of about 60 #. to a
the name Of Margaret NJ. Fair
banks, being In the south side Of
what Is known as Ramireno Lane.
Thence S. 81 degrees 90 minutes
z. along the south side OF the Ra-
mlreno Lane, being also the north
line Of lands OF Margaret M. Fair
banks, a distance Of 200 IT. TO a
point being the ". z. corner OF
lands Of Margaret NJ. Fairbanks.
being also the N. w. corner OF lands
OF Mrs. J.. J. Young;
Thence south along the dividing
line Of the Fairbanks and Young
lands a distance Of 900 II. more or
less. TO the center of EStero being
IN the line OF Banco No. 5, as sur
veyed BY the u. S. Boundary Com
mission;
Thence s. % degrees W. follow
ing line OF Banco as surveyed by
U. S. Boundary Commission $50 #.
more or less, TO corner No. q;
Thence s. 2 degrees As minutes
z. 1898 II. to corner No. 9;
Thence S. 40 degrees 80 minutes
z. l047 It. to corner No. S:
Thence S. II degrees 05. minutes
Z. 1892 r.. to corner No. 4:
Thence S. Il degrees u minutes
z. 492 II. 70 corner No. 8;
Thence S. 40 degrees IS minutes
w. 32S II. more or less to bank OF
Rio Grande River before cut off OF
1924:
Thence In a south-easterly direc-
ton down the north bank OF the
Rio Grande River with its mean
derings as 1t existed prior to ne
cut off OF 1924 to a point on the