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Y.., I 0,.... NUMBER OF ACRES I VALUATIONS {,f(J
TImber Unimproved Improved TOTAL Oyder limber Unimproved Improved Improvlm.nh B. of E.
(BvildinQII VALUE
17<; 5.06 5.06 I9S 195
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(Traet 11 of Survey 2/12, AP# 312314) ,
That ptn of the Nt 15-23-2W. W.M. as recorded in MasoJ County Record of Surveys,
Volume 2, pg 12, daf: \
COIDlencing at the E tcorner of sd section, th N 87'0 00' 50" W lUg the E & W
eenter1ine of sd section 1379.79' to the W1yaargin of Co. Rd No. 8061; th
N 290 30' 00" E a~ sd Wly magin 253.46' to the beginning of a curve to the
right with a radius of 830'; th N1y alg sd Wly margin and alg sd curve
through a central angle of 240 44' 23" an arc distance of 358.39' to a point of
tangency; th N 540 14' 23" E alg sd W1y margin 132.61' to the beginning of a
curve to the left with a radius of 1970.00'; th Nly a1g sd W1y margin and alg
ad curve through a central angle of 200 06' 21" an arc distance of 375.48' to
POB; th continuing alg sd Wly margin and a1g sd curve through a central angle
of 60 00' 53" an arc distance of 112.33' to a point of tangency; th N 280 07'
09" E a1g sd w1y margin 180.22' to the beginning of a curve to the right with
a radius of 480.00'; th N1y alg sd Wly JDargin and alg sd curve through a central
angle of 210 39' 22" an arc distance of 181.43'; th N 320 44' 42" W 419.88'
to a survey staking line; th continuing N 320 44' 42" W 50' + - to the Tahuya
River centerline; th Sly a1g sd centerline 540' + - to a point from which the
POB lies S 370 35' 05" E; th S 370 35' 05" E 42' + - to sd survey staking line;
th continuing S 370 35' 05" E 536.07' to FOB.
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