Brownsville herald. [volume] (Brownsville, Tex.) 1910-current, 1931-06-22
G ADVERTISEMENT
lrve to the right S27.l It. TO the
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to tho left which has an inter-
esting angle OF 81 degrees 90
minutes and a radius OF 1927
it.;
Thence along said Z degree
curve 775.O Fl. TO 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 e. Improve
ment Company's subdivision as
recorded on page Is. plat book !
ty, Texas. said point being N. SO
degrees So minutes w. 247.3 IL.
along said center line from the
southeast corner OF said Lot is,
a distance Of approximately 0.8
miles"
Thence westerly along the south
line Of the above described 80 #.
road 10 its connection with the
Morton Road, thence following the
south line Of Morton Road TO its
intersection with the center line OF
the Town Resaca, q total distance
OF approximately 5340 It.
Thence northwesterly along the
centerline Of the Town Resaca
approximately 5000 #. TO its in
~tersection with the center line OF
a siphon OF the Cameron County
Water Improvement District No.
q;
Thence southerly along the CEN
terline OF the above siphon ap-
proximately 400 II. TO its interSec-
ton with the centerline OF a main
concrete canal OF the Cameron
County Water Improvement Dis
trict No. 7;
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
IL. TO the point OF intersection with
the present City Limits line:
Thence s. SO degrees O6 minutes
w. continuing along said City
Limits line 1850 It. to a point;
thence S. 81 degrees 90 minutes w.
a distance OF 1400 It. more or less.
to q 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 $500 II. more or
less, 10 the northwest corner Of
outlot No. so, as shown on official
map Of the City OF Brownsville,
said lot being in the name Of T. j.
Clay;
Thence n. 80 degrees 80 minutes
r. and along T. j. Clay's north line
a distance Of 800 #. more or less
to Clay's N. f. Corner; thence s.
10 degrees 20 minutes z. along
Clay's east line being also the west
line OF Brownsville City Reservoir,
a distance Of 900 IT. more or less,
TO the S. +. corner Of the lands Of
T. j. Clay;
Thence s. SO degrees As minutes
w. along the south line Of lands OF
T. j. Clay, a distance Of 100 fl.
more DR. less, to a point being the
~. Z. corner OF Outlet No. as, in
the name Of VIM. Mason: thence
s. q degrees Is minutes E. along
the line of Out.ot No. IS a dis
lance Of about 60 IT. to a point;
Thence S. 80 degrees 90 minutes
w. a distance Of about 240 1T. to a
point; thence s. 0 degrees IS min
uteS w. a distance Of $50 It. more
or less, TO the S. K. corne OF Out
lot No. IS. being also the N. E.
corner Of Outlet No. As:
Thence s. 4 degrees IS minutes
w. along the east line or Outlet
No. IS. a distance OF 490 fl. to a
point being the S. f. corner of Out
lot No. As; also a corner Of Outlet
No. AZ;
Thence s. 80 degrees 30 minutes
T. a distance Of about 40 fl. TO a
point. thence S. l degree 80 min
utes w. 80 II. TO a point;
Thence s. ? degrees 30 minutes
E. $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 fl. to a point
being also a corner Of Outlet No.
40;
Thence s. IS degrees as minutes
E. a distance OF about 60 TT. to a
point being a corner OF lands in
the name OF Margaret M. Fair
banks, being IN the south side OF
what is known as Ramireno Lane.
Thence S. 81 degrees 90 minutes
<. along the south side OF the Ra-
mireno Lane, being also the north
line Of lands Of Margaret M. Fair
banks, a distance OF 200 fl. TO a
point being the N. z. corner OF
lands OF Margaret NJ. Fairbanks.
being also the N. W. corner Of lands
Of Mrs. J. ]. Young;
Thence south along the dividing
line Of the Fairbanks and Young
lands q distance OF 900 IT. 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.. 80 degrees w. follow
ing line Of Banco as surveyed by
U. s. Boundary Commission $50 IT.
more or less, TO corne No. 7:
Thence S. 2 degrees IS minutes
z 1898 fl. TO corner No. 8;
Thence S. 40 degrees 80 minutes
K. l047 II. to corner No. 5;
Thence S. III degrees 05 minutes
E. 1892 fl. TO corner No. 4:
Thence S. IA degrees u minutes
(. 492 II. TO corner No. 8:
Thence S. AZ degrees IS minutes
w. 328 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
behring's as 1t existed prior to ne