HomeMy WebLinkAbout223024300100
Frank W. & Don a cGlnth'n
)if (W63 A- .3
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~ris M..EJ.lis _ ~ Iu. ~ fl .3 -2 L
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NAME of OWNER
CONTRACT TO
235348
D.. .n,]lli_. E:e.s.t.wStohr DES 1 GNATED
Wl v21.~_
"JI;>(7 J3...'1 'l.;?<J 75: - - b 0\ )
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4/.11..4 j2DOL . "~,_~ ~
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NUMBER OF ACRES
I I
TOTAL I Oyder
Timber
Veollr Oyder Timber I Unimproved Improved
76_.
11
R pp~, "zK)
Z2.
1CJ
f.l
IN
I <IS'
10.00
10.00
"J//, 1 r:..
"
111 ~~
JO.€Ju
Co
//). O/J
/0 00
S.co
Ie 00
5-.[0
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LOT
BlK.
TWN.
.6E.
Rd, 5th. I PQft
DISTRICTS
PUD I fPO I
I
~fO
SALE PRICE
2 40 A
H
1111866
11554/':;
$22450
3
L C
j.. C H
If #tl/4LJ
C 21.00.0. YX'l
I
-cc '-...- '.
, -- , _0'_. ,
VALUATIONS ~Jc..'
Unimproved Impro....d Improvement. S. of E.
(Buildlnc;li) VALUE
7".1J 0 ~ao
520 $:2...0
/9 o LlQ /9 00<>
~~ ~5;: ":;'~~.5CJ
0:0< 0',
19000 1900 a
P7 - 3.5000
...').,jOoc
17.c.' > J;7SCC',
00</000 ~/bOc>
-
I
i
I~..
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.
'''C.' IOQF 5.,'::-
,-' -~.;Y"'"
~J6.iq.~Oowa.. .
-'_.,. : -, .- . ","_' '.::::~~::~-~'-"__~<._i: -:~- ~~-~~~~
. SEC.
""'..~.,
of the NW NE Section II,
Commencing at the quarter-section corner common to sd Sections 2 & I I; th N 10
13' 52" E alg the W I ine of sd SE 1/4 of Sec. 2 a distance of 694.06'; th S 880
46' 08" E 30' to Intersect the c/I of the existing road at the beginning of a
curve from which the center lies S 880 46' 08" E 700' distant; th Nly alg sd c/I
alg sd curve to the right thru a central angle of 110 18' 30" an arc distance
of 138.16' to TPOB; th continuing Nly alg sd c/I alg sd curve to the right thru
a central angle of 170 01' 30" an arc distance of 208'; th S 250 52' 56" E 1231'
+ - to the c/I of the Tahuya River; th SWly alg sd c/I of river 234' + - tap which
1 I es S 2 I 0 30' 20" E from TPOB; th N 2 I 0 30' 20" W 1077' + - to TPOB.
Parcel 2: BefllImll1jJ at a point on the W I ine of sd SE 1/4, which point lies N 10 13' 52"E
197.06' trom-i'he.$1'I corner of sd SE 1/4; th N 10 13' 52" E a I g sd W _hne 497';
th S 880 46' 08" E 30r-toi"nter:sact the c/I of the existing road at the beginning
of a curve from which the center I ie5""588-0 46' 08" E 700' distant; th Nly alg
sd c/I alg sd curve to the right through a central angle"of 110 18' 30" an arc
d I stance of 138. 16'; th S 210 30' 20" E 1077' + - to the c/ I of the Tahuya River;
th SWly alg sdc/I of river 227' + - tap which lies S 280 07' 28" E from POB;
th N 280 07' 28" W 514' + - to POB.
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