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VALUATIONS
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NUMBER OF ACRES
I
TOTAL I
Oyder
Timber
Unimproved Improved
Improvement!
(Buildings)
B. of E.
VALUE
Timber Unimproved Improved
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71
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10.49 10.49
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<Tract 4 of Survey Vol. [, pg 39)
A ptn of Govt Lt I, Section [5, and a ptn of Govt Lot I, Section 14-23-3W.W.M.,
daf:
Commencing at the SW corner of sd Govt Lt I, Section 15, sd point being a concrete
monument; th N 190 22' 18" E alg the W I ine of Tr I, 299.98' to a one-inch iron
pipe; th N 300 04' 05" E alg the W i ine of Tr 2, 488.69' to a one=inch iron pipe;
th N 510 4[' 2[" E alg the W I ine of Tr 3, 218.27' to a one-inch iron pipe and
TPOB; th N 260 22' 28" E alg the W I ine of Tr 4, 482.30' to a one-inch iron pipe
at the NW corner of Tr 4; th S 500 04' 45" E 600.06' to a f i ve-e i ghth inch rebar;
th N 490 59' 42" E 300.02' to a five-eighth inch rebar; th N 000 56' 21" E 263.45'
to a five=eighth inch rebar on the N I ine of Govt Lt I, SEction 14; th N 880 49'
30" E a[g the N I ine of Govt Lt I, Section [4, 563,76' to a two inch iron pipe at
the common corner on the Eline between Govt Lt 4, Section [I & Govt Lot I,
Section [4; th S 000 46' 38" W alg the Eline of Govt Lt I, Section 14, 494.23'
to a five-eighth inch rebar on the Eline of Govt Lt I, Section 14; th S 890 3['
18" W alg the S I ine of Tr 4, 789.65' to a five-eighth inch rebar; th S 880 57'
06" W alg the S I ine of Tr 4, 424.54' to a five-eighth inch rebar; th S 880 33'
09" W alg the S 1 ine of Tr 4 250.75' to TPOB.
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