Brownsville herald. [volume] (Brownsville, Tex.) 1910-current, 1931-06-29
LEGAL ADVERTISEMENT

to the left which has an inter-
esting angle OF 81 degrees 90
minutes and o radius Of l432.7
#;
Thence along said 4 degree
curve 775.0 #. TO the end OF said
curve at O point on the center
line OF the road along the south
side Of Lot Is OF Block XIX OF the
Brownsville Land & Improve
ment Company's subdivision Is
! recorded Oh page 10. plat book !
Deed records OF Cameron Ccun-
ty, Texas, said point being N. IS
degrees S. minutes w. 2473 II.
along said center line from the
southeast corner OF said Lot is.
a distance OF approximately OBJ
miles"
Thence westerly along the south
line Of the above described 90 It.
road TO it, connection with the
Morton Road. thence following the
south line OF Morton Road TO its
intersection with the center line OF
the Town Resaca, a total distance
Of approximately $40 It.
Thence northwesterly along the
centerline Of the Town Resaca
approximately $500 II. to its in
~tersection with the center line OF
a siphon OF the Cameron County
Water Improvement District No.
z:
Thence southerly along the CEN
terline OF the above siphon Rp-
proximately 200 fl. to Its intersec-
ton with the centerline OF @ 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 II. 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 400
II. to the point OF intersection with
the. present City Limits line:
Thence s. 80 degrees 06 minutes
w. continuing along said City
Limits lire 1880 It. to a point:
thence S. 81 degrees 90 minutes w.
a distance OF l400 #. 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 $500 1t. 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 T. j.
Clay;
Thence N. so degrees 80 minutes
z. and along T. j. Clay's north line
a distance Of 800 #. more or less
to Clay's N. K. 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 $50 1T. more or less,
TO the S. E. corner Of the lands of
4. J.. Clay;
Thence s. 80 degrees As minutes
W. along the south line OF lands OF
I. j. Clay, a distance or 40 fl.
more or less. 70 a point being the
NJ. Z. corne OF Outlot No. as, in
the name OF VIM. Mason; thence
S. q degrees Is minutes Z. along
the line Of Outsot No. 46 a dis
lance Of about 60 #. to a point;
Thence 8. so degrees 90 minutes
w. a distance OF about 240 #. to a
point; thence s. 0 degrees As min
uteS w. a distance OF $50 II. more
or less. TO the s. z. corner Of Out
lot No. 46. being also the NJ. Z.
corner of Outlet No. As;
Thence S. 4 degrees IS minutes
w. along the east line OF Outlet
No. As. a distance Of 400 Il. to a
point being the S. Z. corner OF Out
lot No. IS; also a corner OF Outlet
No. 40;
Thence s. 80 degrees 30 minutes
z. a distance Of about 40 fl. TO a
point. thence S. / degree 30 min
utes w. IS It. to a point;
Thence s. 2 degrees 30 minutes
Z. $50 It. 70 a point, being also a
corne OF Outlet No. ~;
Thence S. 81 degrees 80 minutes
e. and along the line OF Outlet No.
AZ a distance Of 255 It. to a point
being also a corner Of Outlet No.
43;
Thence s. IS degrees As minutes
z. a distance OF about so IT. to a
point being a corne OF lands In
the name OF Margaret M. Fair
banks, being in the south side or
what is known as Ramireno Lane.
Thence 5. 81 degrees 90 minutes
z. 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 It. to a
point being the ". E. corner OF
lands Of Margaret M. 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 It. more or
less. 10 the center Of Estero being
in the line OF Banco No. 5, as sur
veyed by the U. 8. Boundary Com
mission;
Thence g. 81 degrees W. follow
ing line OF Banco as surveyed by
u. s. Boundary Commission $50 II.
more or less. 10 corner No. z:
Thence S. 2 degrees As minutes
z 1898 #. to corner No. 8;
Thence S. 40 degrees 80 minutes
4. 1047 #. to corner No. 5;
Thence S. III degrees o5 minutes
z. 1892 fl. TO corner No. 4:
Thence S. IL degrees II minutes
<. 492 #. to corner No. 3:
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 q s~outh-easteriy direc-
ton down the north bank OF the
Rio Grande River with It's mean
derings as IL existed prior TO me