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4'
Thursday, I
...... "7 ......................
........... ( Current Exp. ) .... 111',
........... ( Current Exp. ) ....
ad
............ (Current Exp.) .....
............ (Current Exp. ) ....
........ ( Current Exp.) ....
........ (Current Exp.) .... 749.
, ........ { Current Exp.) ....
............ (Current Exp. ) ....
,ns, Re-
['el. 82.06,
,15.00 ........ (Co. Road) ....
;hinery
.................. (Co. Road) ....
es .............. (Co. Road) .... 1,993.
( ................ (Co. Road) .... 92,525.
]1t ............. (Co. Road) ....
ts.... (Tax Cont. Fund ) ....
...... ............. ( Co. Road ) ....
...... (Road Dist. No. 1 ) ....
...... ( Road Dist. No. 2) .... 524.
....... ( Road Dist. No. 3) ....
................ :..(Adv. Tax) ....
.... ( Tax Forecl. Fund ) ....
.... (Tax Forecl. Fund) .... 104.
.... (Tax Forecl. Trust) ....
........ ( Forest Reserve) ....
............. (Harbor Imp. ) ....
axes ........ ( Cur. Exp. ) ....
.............. (Road Dist. 2) ....
.............. (Road Dist. 2) ....
.............. ( Road Dist. 3 ) ....
,:[,: !i>)(t/,
<
25, 1946.
OF DISBURSEMENTS
,NC.E Detail
$ 28.36
to state) 102.50
318.00
.................................................... 14,495.68
COmpensation ........................................ 392.77
.............................................. 1,024.81
fund .............................................. 1,024.81
.................................................................. 147.50
Protection ............................................ 6,079,64
REMITTANCES
...................................................... $ 39,009.08
General ............................................ 351.48
on current taxes .................................. $ 5,328.56
.......................................................... 152.65
407,906.84
1,291.57
Bond, 1941 ........................ 25,900.00
...................................... 40,000.00
............................................................ 1,324.28
trust ........................ ; ................ :.. 134.47
Total
$ 23,614.07
$ 39,360.56
$545,013.00
511, DETAIL OF BOND ISSUES AND
1,823.
OUTSTANDING BONDS
).U.D. 1 L.U.D. 1 Red.) .... 261
........... (P.U.D. 3 Bloc.)...:
.... (P.U.D. 3 Revenue) .... 150
f
'.D. 3 Elec. Bond'1941) ....
........... (P.U.D. 1 Cen.) .... 31,99:
.U.D.3 Fiscal Agency) .... 8,03'.
U.D. 3 Fiscal Agency) ....
U.D. 3 Fiscal Agency) ....
U.D. 3 Fiscal Agency) ....
U.D. 3 Fiscal Agency) ....
U.D. 3 Fiscal Agency) .... 17,42
................. (Co. School) .... 3
ch. Dists. Bond Red.) ....
...... (Sch. Dists. Bldg.) .... 61J
........ ( Sch. Dists. Gen. ) ....
............ (Soldiers' Rel. ) ....
.......... (Non High Att. ) ....
........... (P.U.D. 3 Gen.) .... 6:
............. (Road Dist. 2) .... • 9:
..... .'. ....... (Road Dist. 1) .... 5:
.............. (Road Dist. 2" ....
............. ( Road Dist..2 ) ....
.............. (Road Dist. 3} ....
............. ( Shelton Gen. ) ....
....... iSch. Dists. Gem) ....
........ (Sch. Dists. Gen.) ....
.............. (Road Dist. 1) ....
............. ( Road Dist. 2) ....
............... (Road Dist 3)....'
f'44) ..(Current Exp.) .... 1
alton.... (Current Exp. ) ....
s ........ (Current Exp.) .... 2
Hillier) (urrent Exp.)
..: ......... (Current Exp. ) ....
............ (Current Exp. ) ....
............ (Current Exp. ) .... 532
............ (Current Exp, ) .... 16
............ ( Current Exp.) ....
............ (Current Exp.) ....
rk ...... ( Current Exp. ) ....
............ (Current Exp.) .... 12:
............ (Current Exp.) .... 5:
ee ...... (Current Exp. ) ....
............ (Current Exp,) ....
y .... (Soldiers' Relief) ....
ty .... (Non High Att.) ...r
y ........ (P.U.D. 1 Gen.) ....
y ........ (P.U.D. 3 Gen.) ....
y .......... (Road Dist. 1) ....
y .......... (Road Dist. 2) .... 3
7: .:- ....... (Road Dist. 3) ....
,y ........ ( Shelton Gem} .... lq
y .. (Sch. Dists. Bldg. } .... 36'
r (Sch. Dist. Bd. Red.) ....
.............. (Co. School) ....
........... (Soldiers' Rel.) ....
.......... (Non High Att. ) ....
............ (P.U.D. 3 Gem) ....
.............. (Road Dist. 2) ....
.............. (Road Dist. 3) ....
.... (School Dists. Gem ) ....
................. ICe. School) ....
................. (T.B. Hosp.) ....
.............. (Public Asst.) .... 12,
.............. (Public Asst.) .... l
)0,
.............. (Public Asst. ) .... 34:
.............. ( Public Asst. ) ...: 40"q
.............. (Public Asst.) ....
mneous receipts
Remittance
By Troasurer Transfers TotA!
28,36 .................... $
102.50 194,208.40 194,;
7,153.29 ....................
4,252.52 ....................
1,250.35 ....................
1,067.34 .................... 1,
772.18 ....................
318.00 .................... 3:
147.50 ....................
392.77 .................... 3
1,024.81 ....................
1,024.81 ....................
6,079.64 ....................
...... ............. 36,682.92
5,328.56 ....................
334.84 24 21
........................................ 2,31
I.440.87
.................... 13,946.52
.................... 13,705.44
2,255.65 2,:
40,000.00 ....................
1,291.57 6,727.46
3,000.00
2,)53.72
7.556.80
1,942.16
2,2'
. ................... 40,608.17
.................... 36,999.50
................... 23,707.08 131,
.................... 10,000.00
.................... 15,000.00
407,906.84 .................... 407
1,324.28 .................... 1,
152.65 ....................
4 1/4.14 4,1
6,164.52 6,1
5,020.75
39,009.08 ....................
.................................................
351.48 11,032.10 419,3
759.91
1,O90.63
123.20
134,47 ....................
25,900.00 ....................
$5--,013.00 $439,505.28
PUBLIC ASSISTANCE PROGRAMS
Detail
Public Assistance 2m ............................................ $ 12,050.57
Received frora State .............................................. 12,667.77
Total ....................................................................
Expenditures ..........................................................
Balance ............................................................
Public Health 004m ................................................ $ 2,409.14
Plus Transfers from T. B ........ : ............................. 1,440.87
Total ..................................................................
Expenditures ............................................................
Balance ............... : ..............................................
SHELTON-MASON COUNTY JOURNAL
, , ,, i ,,i ,m ,i i .l *' i it l , i m i i i i roll , ,
LEGAL PUBLICATIONS .1830, E., a distance of 1174.01 feet 1 equals Station 733+58.48 A h e ad:
4
to Engineers' Survey Station 48+32,2, ] thence on a 1910.08 foot radius curve
Total a point on the north line of said to the left (the long chord of which
.vv.-,r.v..-.vv.vvv.vv.vv. Sec. 20, said point being S, 89"36'80" beat's N. 66°30'30" E., 1561.92 feet)
ORI) Eli ])I)IHBITI NGIUNNING
E., a distance of 218.7 feet from the[ a distance of 1608.89 feet; thence N.
h'r LAR(;E OF LIVI,',STOCK quarter section corner on the north ] 42°22'30 '' E. a distance of 420.43
THIS MATTEI?. COMING on to be line of said Sec, 20. (Exhibit A), feet to Engineers' Survey Station
$ 24,7/8.34 beard on this 25th dsy of Marcll, 1946, Parcel 2t, Owner: Thomas Chapman, 758+87.8, a point on the north line o
$ 24,538.55 .t tile hour of 2:30 €€clock p.m. at That poortlon of the SE¼ of Sec. 17, said Sec, 10 said point being N. 1t8"
the office of the Conunissioners In the Twp..0 N., R. 3 W., W, M., Mason 03' W. a distance of 639.9 feet from
Court House at Shelton, Mason Coun- County, Washington, described as be- tlle northeast corner of said Sec.
$ 179.79 ty, Washington, upon the petition of ginning at the. quarter section cur- I0. (Exhibit A). Parcel 63-C. Owner:
l'oward Qumlby, et al, for an order ner on the south line of said See, Mason County c/s Eugene P. "Wat-
prohibiting livestock to run at large 17, running thence north 57.42 feet' son. That pol:Uon of the NW/t. of tile
in a certain area; thence N. 42"58 ' E, 1509.44 feet NEA of Sec. 30, Twp. 22 N,. R. 1
AND IT APPEARING to the I]oard thence N. 3a<'45' E., 276.25 feet to W,, W, M., Mastm County. Washing-
of County Connaissioners that notieo the Initial point of a tract of land ton which lies witidn a strip of land
$ 3,850.01 of the hearing im this petition hits described as follows: From said ini- 100 feet in width, tile boundaries of
$ 2,260.00 been given for tile time and in the tial point N. 35"45' E,, 260.33 feet; said strip of land lying 50 feet dls-
-,5.i manner required by law, and the said tlmnee S. 51" E.; 419.98 feet; thence talit from, on either side i,f, and par-
Board having examined tile petition, along Connty Road S. 39 ° W,, 240 allel to the center line of said strip
$ and said bearing having been held feet; thence N, 53°45 ' W., 405 feet to of hmd, from the west line of said
and the ]oard being fully advised in
December 27, 1935; issued by School District No. 45;
issue, $6,000.00; purpose, school building; interest
payable December 16; termof bonds, 20 years;
sold, State of Washington; amounts of bonds
31, 1945, $2,400.00.
March 31, 1935; issued by I P.U.D. No. 1 Revenue;
issue, $33,000.00; purpose, utility; interest rate,
Payable October 10 and April 10; term of bonds,. 10, 20
to whom sold, The Public; amount of bonds
31, 1945, $23,240.00.
r 1, 1936; issued by P.U.D. No. 1, Special Con-
of original issue, $17,500.00; purpose, special con-
o. 2 interest rate 5%; interest payable September 1
term of bonds, 20 years; option, no; to whom sold,
Inc., $5,000.00 Graybar Elec.; amount of bonds
31, 1945, $9,500.00.
1, 1938; issued by P.U.D. No. 3; amount of orig-
purpose, construction; interest rate 5; interest
and July 1: term of bonds, 15 years; option, no;
Bramhall & Stein; amount of bonds outstanding De-
$26,000.00.
1, 1939; issued by P.U.D. No. 3; amount of original
purpose, construction; interest rate, 4%; interest pay-
and July 1; term of bonds, 20 years; option, no; to
& Stein and Conrad BruCe & Co.; amount of
$30,000.00.
1, 1940; issued by P.U.D. No. 3; amount of
purpose, 1940 construction; interest rate, 4%;
1 and January 1; term of bonds, 15 years;
sold, Bramhall & Stein; amount of bonds out-
31, 1945, $9,000.00.
1, 1945; sued by P.U.D. No. 1, L.U.D. No. 1;
issue, $12,50000,; purpose, construction; interest
payable, January 1 and July 1; term of bonds, 10
yes; to whom sold, McKay $10,300.00, Anderson
$200.00; amount of bonds outstanding December 31,
1, 1945; issued by P.U.D. No. 3 Electric Revenue
of original issue, $370,000.00; purpose, construction;
2%, 2£%; interest payable, January 1 and July
, 23 years; option, yes; to whom sold, John Nuveen
bonds outstfiding December 31, 1945, $360,000.00.
AUDITOR'S MARRIAGE TRUST
FUND ACCOUNT
1, 1945 .................................................... $
g year ........................................................
T.B. Hospital 006m, 3615.21 Cash on
hand $1,440.87 ...................................................... $ 5,056.08
Minus Transfer to P. H ............................. : ........... 1,440.87
Plus Refund ............................................................ 500.00
Total ..................................................................
Expenditures ..........................................................
Balance .................................................. : .........
COUNTY ROAD FUND
Overhead and Operations ...................................... $ 26,261.72
Maintenance .......................................................... 77,702.91
Construction ...................................................... .... 69,578.63
Total ..................................................................
$ 4,115.21
$ 3,237.14
$ 878.07
.$173,543,26
tent
.............. $
of Eql...
AUDITOR'S OFFICE MASON COUNTY
SHELTON, WASHINGTON
April 6, 1946
I, HARRY DEYETTE, Auditor of Mason County, Washington,
do hereby certify the foregoing report to be correct.
(SEAL)
Compiled by
MERNA MIFFLIN,
Deputy Auditor
No. 1805.
NOTICE TO CREDITORS.
IN THE SUPERIOR COURT OF
THE STATE OF WASHINGTON
FOR MASON COUNTY.
In the Matter of the Estate of GUY
HATHAWAY. Deceased.
NOTICE IS HEREBY GIVEN that
the undersigned Philip E1wood Hath-
away, has been appointed and has
qualified as Executor of the Estate of
Guy Hathaway deceased and that all
persons havin claims' against the
said estate are hereby required to
serve the same ' duly verified upon the
said Executor or upon her duly ap-
pointed agent <or attorney named be-
low at his office in suite 5 Govey
Bldg., Slmlton, Washington the same
having been designated as' the place
for the transaction of the business of
the said estate, and file the same with
the Clerk of above entitled court to o
gether with proof of such service
within six months after tile date of
first publication of this notice, to wit,
April 4th, 1946, or said claims will be
forever barred.
PHILIP ELWOOD HATHAWAY,
Executor of said Estate.
3015 5th St, Everett, Wash.
5. W. GRAHAM. Attorney for
Executor, Govey Bldg,,
Suite 5, Shelton, Wash,
424-11-18-25-4t
CALL FOR BIDS
NOTICE IS HEREBY GIVEN that
the City of Shelton calls for bids to
be opened on Tuesday, the 7th day
,)f May, 1946. at 2 o'clock P, M. at
the City Commissioners Rooms in the
City Hall in Shelton, Washington. for
--(a,) one. four-door sedan, credit in
HARRY DEYETTE,
Auditor Mason County
No. 1811
NOTICE TO CREDITORS
IN THE SUPERIOR COURT OF
THE STATE OF WASHINGTON
For ]Y[ASON COUNTY
In Probate
In the Matter of the Estate of
PATRICK E. LEE, Deceased.
NOTICE IS HEREBY GIVEN' that
the undersigned, Doris Lee Craddick,
has been appointee an( haS qualified
as Executrix of the last Will and Te.s-
tament and of the estate of Patrick
E. Lee, deceased; and that all persons
having claims against the said de-
ceased or the said estate are hereby
required to serve the same, amy veri-
fied with the necessary vouchers at-
tached, upon the undersigned Execu-
trix or her attorney of record at the
law office of Chas. R. Lewis, Bell
Building, 119 So. Fourth Street, Shel-
ton, Mason County, Washington, the
same being designated as the place
for the transactmn of the business
of said estate, and file such claims
together with proof ef service with
the Clerk of the above entitled court
within six months after the date of
the first publication of this notice,
to-wit: April 11, 1946, or all claims not
so served and fllec shall be forever
barred,
DORIS LEE CRADDICK,
Executrix of the estate of Patrick
E, Lee, dec'd.
Bell Building; 119 So. Fourth
Street, Shelton, Mason County.
Washington.
CHAS. R LEWIS,
Attorney for said estate. Bell Building,
119 So. Fourth Street, Shelton, Mason
County, Wash,
4-11-18-25 --5-2- d t
ana)unt specified by bidder to be al-
51,00 lowed the. City on a tradein on a ]941
Ford Sedan Delivery; (b) one four-
183.00 door sedan.
Separate bids shall be subnlltted on
......................................................................................... $ 234.00 above (a) and (b) calls.
Bids shall state approxlmafe date of
clerk of county ........................................................ $ 101.00 delivery.
Clerks of other counties 66.001 Dated this 18th day of April 1946.
........................................ ALMA K. CATTO. '
December 31, 1945 ........................................ $ 67.00 Acting City Clerk. L, KepperL Defendant:
4-18-25--5-2--31. You are hereby summoned to appear
within sixty (60) days after the date
WARR of the first publication of this sum-
nmns, to wit, wit)fin sixty days after
OPERATION OF ANT ACCOUNTS arch 28 1946. and defend the above
Warrant Warral*t$ entitled action in the court Itfert*sifid
Outatandind OglstandiliG nd serve a copy of your answer ttl)OD
Jan. 1, S4S f "" Issued TOTAL IdOOnled Cancellod Dot. l, 194B the undersigned attorney for platntiiY
$ 7.064.00 $ 71,448.26 $ 78,512.26 $ 71,559.23 $- 25.00 $ 6,928.03 at his office address hereinbelow
................................ stated, and in ease of your failure so
1,599.91 24,538.55 26,138.46 23,946.09 2,192.37 to do, judgment will be rendered
204.83 2,260.00 2,464,83 2,358.65 106.18 ngainst you according te the demand
........................ " ................... of the complaint, which has been filed
............ 551.78 3,237.14 3,788.92 3,446,91 .................... 342.01 with the Clerk of said court.
130,84 130.84 130.84 ........................................
15,107.87 173.543.26 188,651.13 18(},617.55 .................. 8,033.58
.......................... 122.61 2,026.42 2,149.03 2,149.03 ........................................
55.00 55.00 55.00 ........................................
..... ::::::::::::::::::::: ..... :843:53 35,981.34 37,824,87 37,784.07 .................... 40.80
1,322.12 18,621.50 19,943.62 19,757.07 186.55 ....................
No. I Const. Fd ..................... 1,252.55 1,252.55 1,083.15 .................... 169.40
............................................ 108,498.21 108,498.21 107,604.62 .................... 893.59
General .................... 14,502.83 409,341.14 423,843.97 407,791.91 9.38 16,042.68
BUilding .................. 2,668.46 13,568.97 16,237.43 16,212.71 .................... 24.72
............................................ 120.00 120.00 120.00 ........................................
............................................ $ 44,987.94 $814,623.18 $909,611.12 $874,616.83 $ 220.93 $ 34,773.36
GENERAL OPERATION OF BONDS
Outlltandlng Bonds Bonds Outstandin
PUrposo Dec, 31, 1944 Iisuod TOTA L Raid Dec. 31, 194$
Dist. 309 ............ $ 4,000.00 .................... $ 4,000.00 $ 4,000.00 ........................................
h. Dist. 45 .............. 3,100.00 .................... 3,100.00 700.00 .................... 2,400.00
I Rev. Bond.. 24,440.00 .................... 24,440.00 1,200.00 .................... 23,240.00
1 (Spec.
9,5oo.oo .................... 9,500.00 ........................................ 9.5oo.oo
.D. 3""{'1938")'":[:[[ 29,000.00 .................... 29,000,00 3,000.00 .................... 26,000.00
3 (1939) ........ 31,000.00 " 31,o00.00 1,000.00 .................... 3o,ooo.oo
). 3 (1940) .......... 9,ooo.oo .................... 9,ooo.oo ........................................ 9,ooo,oo
3 (Electric) .... 378,000.00 .................... 378,000.00 8,000.00 370,000,00 ....................
I L.LI.D. I Red.) .................... 12,500.00 12,500.00 ........................................ 12,500.00
3 (Elec. Rev.
370,000.00 370,000.00 10,000.00 .................... 360,000.00
$488,040.00 $382,500.00 $870,540.00 $ 27,900.00 $370.000.00 $472,640.0{) I
BUDGET ACCOUNT, CURRENT EXPENSE FUND
ORIGINAL BUDGET AMOUNT EXPENDED
Btary and Operation and (:apita! Salary and Oper.'tlon and Capital Sxpendituro$ Surplus or
Wages Miintenan¢o Otla¥$ , Emer¢¢is TOTAl, Waoos Mintenanco Outlays Total Deficit
2,310.00 $ 665.00 ................................ $ 2,975.00 $ 2,295.00 $ 6].7.83 .................... $ 2,912.83 $ 62.17
7,200.00 1,450.00 ................................ 8, 650.00 6,130.95 1,338.31 .................... 7,469.26 1,180.74
55.00 15.00 ................................ 70.00 54.00 6.95 .................... 60.9]5' 9.05
8,580.00 2,025.00 286.50 900.00 11,791.50 9.512.45 1;854.36 301.34 11,668.15 123.35
3,000.00 340.00 ................................ 3,340.00 3,002.25 298.87 .................... 3,301.12 38.88
2,776.00 2,325.00 ................................ . 5,101.00 2,936.26 141.56 .................... 3,077.82 2,023.18
.......... 2,000.00 547.50 ................................ 2,547.50 1,326.00 475.89 .................... 1,801.89 745.61
.... - .................. 100.00 ................................ 100.00 .................... 21120 . ................... 211.20 --111.20
180.00 " 180.00 .................... 180.00 .................... 180.00 ....................
"" .......... " ..... 10.00 300.00 310.00 292.00 .................... 292.00 18.00
. .................................. o ...................
100.00 ................................ 100,00 .................... 67.90 .................... 67.90 32.10
...................... 60.00 ................................ 60.00 ................................................................................ 60.00
60.50 360.50 .................... 360.50 .................... 360.50 ....................
2,66.70 2,166.70 2,166.70 ........................................ 2,166,70 ....................
stration.. "'"21650100 ...... 31695100 i[iiiiii[ .................... 6,345.00 2,4.64.47 3,782.64 .................... 6,247,11 ... 97.89
.................. 1,603.00 ................................ 1,603,00 .................... 823.37 ............ : ....... 823.37 779.63
368,00 ................................ • 368.00 .................... 169.00 .................... 169.00 199.00
Attorney 1,725.00 500.00 250.00 550.00 3,025.00 2,183.55 458.02 231.75 2,873.32 151.6.8
9,510.00 " 2,955.00 ................................ 12,465.00 8,983.55 3,075.86 ............. ' ....... " 12.059.41 405.59
3,750.00 795.00 ............................... 4,545.00 3,777.25 772.06 .................... 4,549.31 4.31
90.00 10.00 ................................ 100.00 13.50 ........................................ 13.50 86.50
Eqp ....................................... 600.00 .................... 600.00 ' . ....................................................................... 600.00
.................... 7,800.00 1,885.00 .... : ........................... 9,685.00 7,779.35 1,683.48 .................... 9,462.83 222.17
10.00 5.00 ............ 50,00 65.00 .................... 35.96" . ................... 35.96 29.04
890.90 .................... 890.90 --890.90
.......... 600.00 ................................ 50.56 650.56 582.68 ........................................ 582.68 67.88
110.00 ................................ 1].0.00 .................... 110.00 .................... ].10.00 ....................
5,600.00 ................................ 5.600.00 .................... 5,328.56 .................... 5,328,56 271.'44
Reb ................... 107.76 ................ 107.76 ................................................................................ 107.76
52.056.00 $ 25,451.26.1,136.'$---3;//.76 $ 83,021.52 $ 53.207.96 $ 2-$ ----a3'-9$ 76,716.27 $ 6,3O5.25
No, 4(;87.
HUMMONS
IN THE SUPERIOR COURT OF
THE STATE OF WASHINGTON
FOR MASON COUNTY.
HARRY J. KEPPEIT Plaintiff,
--vs.--
I-IELEN L. KEPPERT. Defendant.
STATE OF WASHINGTON to Helen
The ohjqct of said action is to ob-
tain a divorce upon the ground of
cruel treatlnent.
J. W, GRAHAM,
Attorney, for Plaintiff.
Office Address, Govey Bldg,,
Shelton, Wash.
3-28--4-4-11-18-25--5-2-9-7t
:No, 180I
NOTICE TO CREDITOB,
IN THE SUPERIOR COURT OF
THE STATE OF WASHINGTON
FOR THE COUNTY OF MASON
In the Matter of the Estate of G. R.
MILBOURN, Deceased.
Notice ia hereby given that the un-
dersigned has been appointed and has
qualified as administrator of the above
entitled estate: that all persons hav-
ing claims against said deceased are
hereby required to serve the same,
duly verified, on said administrator or
his attorney of record at the address
below stated, and file the same with
the Clerk of said Court, together with
proof of such service, within six
months after tl)e date of first publi-
cation of this notice or the same will
be barred.
Date of first publication April 11,
1946.
WILLIAM A. GLEASON.
Administrator of said Estate
Address Star at. 1. Box 458,
Bremerton, Washington.
JAMES MUNRO, Attorney for Estate
Harrison Building -
Bremerton, Washington,
4-11-18-25--5-2-4t
the premises:
NOW THEREFORE, IT IS I-IERE-
BY ORDERED that no livestock and
any kind, breed, or cllaracter be per-
mitted to run at large within tile fol-
lowing described area, to-wit:
Sections 1, 2, 3, 10, & 11. Township
.22 N., Range 2 W. Sections 30 &
31, Township 23 North, Ranie 1 W.
Sections 25, 26, 34, 35 and 36, TWp,
23 N., ltange 2 W., lying north of
North Shore Road for a distance
of one 0) mile, and south of said
rr, ad, to Lynch Cove (Hood Canal).
IT IS FIJRTHER ORDERED fhat
this order shall be published onca
each week for fonr consecutive weeks,
as provided by law.
UNANIMOUSLY ADOPTED this
25th day ef March, 19,16,
BOARD OF COUNTY COMMIS-
SIONERS OF MASON COUNTY,
WASH1 NG'ION.
H. R, DICKINSON
LYLE O'DELL
ROY CARR.
ATTEST:
HARRY DEYETTE,
Clerk of the Board.
4-4-11-18-25-4t
No, 619. Supplemental Notice and
Summons No. 5 for Publication. (Par-
eels 11, 24, 32, 53 and 55, 63-C, 63-D;
64.. 67 and 68; 65. 69 and 74). In the
District Court of the United States
for the We,tern District of Washing-
ton, Southern Division, United States
of Anleriea, Petitioner, v. Certain
land in Mason" County, Washington,
and Stmpson Logging Company, a
eorporatien; Margaret P. Alien; Jane
Bred: Clara B. Grand: Frank F(,ss
Grifflths and Edna Griffiths. IlLs wife:
Hazel Hansen; Samuel Hiller and Jane
Doe I-Iiller, his wife; Daisy freland;
Mablc. I. Knauger; Bonnie I.emkt:;
Henry A. Link; James tIcnry Link
and Jane Doe Link. his wife on
September 23. 1908: Lillian Dibllie
Link. a widowk Oliver S. Link: WiN
liam R. Link; R, W. Miller and Jane
Doe Miller. his wife; Wilford B.
Ohneck and Blanct)e B. Otmeck. his
wife: Mary Scholfield; Jol)u Skel]y
and Jane Doe Skelly, iris wife; Eugene
P. Watson and Jane I)oe Watson. his
wife; Henry W. Worttfly and Jane
Doe Worthly, his wife: Unknown
heirs and dcvisces of John Doe Ad-
ams, husband of Daisy D. Adaals on
July 29. 1944 dceascd unknown
heirs and devisc.es of Anne Jolmson
Chaplnan, decetlsed; unknown heirs
and devisces of Robert Chapnlan, de-
ceased; unkuown heirs and devisees
of Thomas Chapalan and Mary Mar-
garet Chapman, his wife, both de-
ceased: nnknown heirs and devisees
of Hilda Josefina gehenius King, de-
eeased; unknown heirs and devisees
of John Doe Linsted. husband of El-
len Linsted, decease, d; unknown heirs
and devisees of Nora Chanman Ri-
shol. d6ceased ; unknown heirs and
devisecs of John A. Sebenhts de-
ceased: unknown owners, )cing all
other p(I'SO ns or 1)ar tie.'J unknown
having or claiming any right, title,
estat(,, lien t)r interest in the real
estate described in the Amcnded Pe-
tition on fih; herein, Rcsl)t)ndenl s,
Nelice is hereby given I€)' tile above
named rcsp(')ndents that on the 28th
day nf April, ]944. the United States
of Anleric' f.iled a petition in condom=
nation, and on the 3rd day of May.
]945, filed an anlended petition in con-
demnation in lhe above.entitled court
and cause, By said proceedings the
United States of Anlerica seeks to
acquire the fee simple title te certain
real property situate in M(mon Coun-
ty. Washinlon consisting in the
main of a right of wa for the Shel-
ton-Bremerton-Bangor Naval Railway,
a portion of whieh property is desig-
nated h(.r'ein as /)al'r'(q Nos. 31. 2,i
32, 53 nnd 55. 63-C. (i',l-l): 6'I. (;7 an,i
68; 65, 69 and
74 and more particu-
larly
described
in
Exhibit A attached
ltereto and hy this reference made a
part hereof. The object of said peti-
tion in eondel)lnation and anlended
petition in coudemnation is to acqnh'e
said real property for the United
States +)f America for ihc establish-
ment of railroad facilities and for
other rehtted Naval pnrposvs, and to
determine the just coral)onset[on It)
be paid for, the taking thereof and
the persons and parii('s entitled
thereto. Notice is furlher give 0 te each
party interested In Raid pro)erty i)r
in the just compensation to 1)e paid
theref()r that the 27th day of May,
1946. aL 10:00 A.I. hss been fixed
by the Court the return date en
or before which |in a])l)eliranee m)lst
be filed with the Clerk i)f the above-
entitled Court at the United States
Court House. Post Office :Building,
Tacema, Washington, and a copy
thereof served on the undersigned at-
torneys for petith)ner at their address
below stated, an(1 in case of your
failure so to do default will be en-
te)'ed against you. Witness the tlon-
orahle Charles H, Leavy, Judge of
tim IInitcd Ststcs District Court for
the Western District of Washington.
and the seal of said Court. Dated
at Taeonla, Washington, this 17th
day of April, ]946. Milhu'd P. Thomas.
Clerk (Seal) by Edgar Scofiehl, ])o-
puty. ()fficc and post of flee address:
6.),) Skinner nildtitg Seattle 1, Wash-
ington, F. P, Keenan, Special Ass)st-
ant to The Attorney General. Nona
F; Cox, Spec.[al Attorney, Deparinlcnt
el
Jnst ce Attorneys for :[ etitioner,
Parcel 11, All that tportion of Lots 7,
8 and 9. Block 7, according to the
Recorded Plat of the. Amended and
Corrected Phil of Shelton, a subdlvl-
s ) o
'ion in Set;, 20, Twp. 0 N. R. 3 W.,
W.M., Maon County, Washington,
whieh lies within a strip of land 170
feel in width, the boundaries of said
strip of land lying 85 feet distant
from on either side of and parallel
to tile center line of said strip of
hind, from Engineers' Survey tation
40+00 to Station 41+00;, nnd which
lies within a strip t)f hind 135 feet
ill width, tile botmdaries of said st, rip
of land lying $5, feet distant ]'rent
on the norlherly s de of and 50 feet
distant fronl on the southerly side
of and parallel to the center lint; of
sad strip of land from Engince)'s'
Survey Statf()n 41+00 to Station 424-
00 and which lies within a strip of
laud I'i0 f'et in width, the boundar-
ies o1' said strip, of land ]ymg 85
feet dista)It froI)l on file northct'Jy
side of and 5.q feet distant fro)n on
1he soutlwrly side of and pnr'allel
to the ct,lltel" line ef said s|)'ip of
land, fron) Engineers' Survey Statiou
42-{-00 to Statitm 434-00, as said center
line is now lolmted and staked on
the ground eve)', across, upon, and/or
a lhtccnt tt) the abc, ve described prop-
erty; said center line Is me)re parti-
cuinrlv described tm fellows, using
bear r{g'S based ltl),+)l tl)c Washington
Sttte Grid, North Zone: Beginning at
Enrineers' Survey Station ]7,-t--2,1.8. a
))oint on the west line of See. 20, Twl).
.0 N, IL 'l W., W.M., sltid poitt
beiug S. 0°44'30 '' W.. a distance of
490.5 feet fl'onl /h( 11¢) ' hw?st or l(w
t]ereof; thence on a 573.69 foot rad-
i)ls I:UI'Ve t.n the. )'ihl (the lon
hol'd Of wlti(h bears N 76+25'49 '' Ii"
,)56.90 feet) a distsnee of 580.7:) fe t:
tlwnce S. 7,4+32 ' E., a distanee of
181 09 fee t td Engineers' Survey Equa-
lion Station 24+86,61 Back equals Sta-
tion 25-}-00,0, Ahead; thence cnntinuing
S. 74°32 ` E,, a distance of 739,94 feet:
thcnc( on a 573.69 foot radius curve
to U e leXt (the Ionff chord of whlch
hears N 84"03'15" E. 418.89 feet) a
distance of 428,25 feet; th+,nce N. 62"
g
Fire
Protection State
............................. $ 1.520.65 $
............................. 969.26
............ , ............. $ 3.16 606.48
.......................... 547,17.
....... 324.80
200.59
7 .......................... 8.13
............. .............. 6.78
28.03
8.48
:::::::::::::::::::::::::::: 11.6s
............................ 4.69
......................... 14.63
.... .33
$ • +. 8,163 4)251,94 $
DELINQUENT TAXES, REAL AND PERSONAL
DECEMBER 31, 1945
County City
2,498.95 $ 564.35
1,162.24 211.67
707'.75 81.65
638.20 66.11
564.37 11.6.57
435.45 87.02
73.29 32.84
223.07 36.68
49.76 7.09
137.46 19.50
54.09 87.38
102.65 4.51
---325.05 145,46
--17.37 .88
:18 ....................
6,305.04 $ 1)388,51
Road Port Nott-HIoh
DlItricts Districts School
642,49 .................... $ 427.79 $
305.63 .............. ..... 259.52
:1.89.35 .................... 233:29
167.19 .................... 203.31
140.07 .................... 343.31
--i.20 13.9 ....................
11:30 ........................................
24.16 .24 ....................
11.23 3.68 ....................
19.35 , ............................ , .........
49.42 30.70 ....................
School School
Bistric$$ Bond
1,753.87 $ 90.69 $
810.23 43.83
521.52 34.76
559.6,1 ...................
463.31 29.48
<l .'lrl 21.18
-- 167.94 .30
177.38 8.81
266.28 5.58"
73.08 ...................
.35 ...................
School P.U.D. NO, I P,U,D.'No, 3
Suildin] OVn¢ rl
95.31 $ 24.74 $
44.63 38.77
34.79 42.19
193.40 27.03
104.81 16.:15
24.21 J8.57
304.74 2.93
--24.53 1.78
Gon@ral TOTAL
698.31 $ 8,317.15
242.]4 4,087.92
(
]14.65 2,69.59
108.11 2,510.16
101.23 2,204.10
56.91 1,235.97
9.66 267.12
38.66 494.38
353.35
251.37
13]..68
112.24
6.15 10.98 ....................
1.12 --27.17 ...... : .............
.10 ........................................
40.72 5.70 ........................ 20.55 ..'. ................ --23,45 ........................... . ............
131,21 .20 .................... 323.27 .................... -1.64 .................................... ;.., 15.72
.46 ,22 ......................... :3.89 ................................. 2i .............................................. o.07
• 15 ................ ........................ . ................................ 8. .... ', ................................. : .................. ......
the initial point; which lies within a
strip of land ]25 feet in width, the
boundaries of said strip of bind lying
75 feet distant westerly fron), and
50 feet distant easterly from, and
parallel to the "center line of said
strip of land, as said eenter lioe
Is now located and staked on the
groond, ever, across, upon, and/or
adjacent to the above described prop-
erty; said center line is more parti-
cularly descrlbed as fellows, using
bearings based upon the washington
State Grid, Norll Zone: Beginning
at Engineers' Survey Station 48+82.2,
a point on the south line of Sec. 17,
Twp. 20 N., R. 8 W., W.M.. said
point being S, 89°36'30 '' E., a distance
of 248.7 feet fi'om the quarter section
corner on the south line of said Sec,
17; thence N. 62 ° 37' E., a distance
ef 512.52 feet to Engineers' Survey
Equation Station 53+44.72 Back equals
Statilm 53+51,66 Ahead; thence, oil a
1432.69 feet radius (mrve to the left
(the long' chord t)f which bears N.
45°45'30 .. E., 830,98 feet) a distance
of 842.92 feet; thence N. 28o54 ' E.,
a distance of 699.]0 feet te Engin-
eers" Survey Equation Station 68+
98.(;8 Back equals Station 68+92.30
Ahead; thence on a 1910,08 foot fad-
ius curve to the right (the long chord
of which bears N. 38*09' E,, 614.06
feet) a distance of 616.70 feet; thence
N. 47o24 ' E,. a distance of 1028,90
feet to Engineers' Survey Station 85+
37.9, a point on the East line of said
Sec. I7, said point being N. 3°32 ' E.,
a distance of 109.1 feet from the
quarter section corner on the east
line of said Sec. 17. (Exhibit A).
Parcel 32. That portion of the E &
of ibe NWV) of ec. 9, Twp. 20 N,,
R. 3 W., W, M., Mason County, Wash-
htgton, which Lies within a strip of
hutd 100 feet in width, the boundaries
of said strip lying 50 feet distant
from. on either side oF, and parallel
to the center line of said strip of
land, from the southerl boundary of
the above described pi:()perty to En-
gineers' Survey Station 147-{-00; and
whieh lies within a strip of land 210
feet in width the boundaries of said
strip lying 80 feet distant westerly
from, and 130 feet distant easterly
fron), and parallel to the center line
of said strip of land, from Engin-
eers' Survey Station 147+00 to Station
156+00; and which lies within a strip
of land 180 feet in width, the bound-
aries of said stril) lying 50 feet dis-
tent westerly fronl, and 130 feet dis-
tent easterly fi'om, and parallel to
the center line of said strip of land,
from Engineers' Survey Station 156+
00 to Station 159+00: and which lies
within a strip of land 150 feet in
width, the boundaries of said strip
lying 50 feet distant westerly from,
and 100 feet distant easterly from,
and parallel to the center line 6f
said strip of land, from Engineers'
Survey Station 159-{-00 to the north-
erly boundary of the above described
)ropcrly, as said eente.r line is now
,mated and staked on the ground,
over, across, upon, and/or adjaecnt
to tile above, described prol)erty; said
center line is more particfilarly de.
s(wibed as follows: Beginning a't En-
gineers' Survey Station 11838.7, a
point on tim south line of Sec. 9,
W W M said
Twp 20 N., R. 3 ......
point l)ein S, 87"32'30" E., a dis-
tl)n+'t of 8,)6,0 feet frotu the south-
West corner of said Sec. 9; thence N.
15°19 . E,. a distance of 4722,27 feet
t,) Engineers' Survey Equation Sta-'
tion ]60+40,97 Back eqnals 160+31,45
Ahead; thence on a 3910.08 foot radius
curve to the ]eft (the long ehord of
wltich bears N. 5*03' E.. 68(1,9 feet) a
distance of 684,75 feet to Engineers'
Survey Station 167+16,2, a point on
the north line of said See..9. said
point heing S 85°34 ' E., a distance
of 2548.00 fcci from the northwest eor-
nor of said Sec. 9, (Exhibit A). Par-
col 53. t)wner: Charles W. Sebeuius,
ot al 1736 Fourth. Bremerton, Wasti-
ington, That portion of the SW of
the NW/t of Sec, 10, Twp, 21 N,,
}l 2 W, W. M, Mason t;ounty, wasn-
ington, which lies within a strip ef
ltmd t80 feet in width, the boundar-
ies of said strip oF land lylng 70 feet
distant northwesterly from. and 110
feet distant southeasterly fi'oh) and
parallel to the center line of said
strip of land, from the sofltherly
boundary of the ahovc dese))ibed prop-
trty to Engineers' Survey Station 701
+00: and which lies within a strip
t)f land 160 feet in width, the boun-
daries of said strip of land lying 5q
feet distant northwesterly fi'om, anu
310 feet distant southeasterly fr(nn,
and parallel to the center line of said
strip of ]and, fronl Engineers' Survey
Station 703+00 to Station 712-{-00: and
which lies within a strip of land 165
f(;et in width, the boundaries of said
strip ef land lying 75 feet distant
northwesterly from, and 90 feet dis-
iant southeasterly from, and parallel
to the center line of said strip of
land from Engineers' Survey Station
71")4-'00 to the easterly boundary ef
the-above described property, as said
center line is now located and staked
on the ground, over, ae)'oss, upon, and
/or adjecent to the above described
property said center line is more par-
tleuhtrly described as follows, using
bearings based upmt the Washington
St tie Grid North Zone: leginning at
Engineers' Survey Station 697+08,9,
a point 9 n the west line of Sec. 10,
Twp. 21 N,, R, 2 W., W, M,. 8aid
point bein K S, 1°.2.6 . W. a distance
of ;168.1 feet )rom tne quarter secion
corner 0n thc west line of said See.
10; thencc on a 1910.08 foot radl,us
curve, t the left (the hmg chord of
which bears N. 52°0252 ' E., 556,56
f,,,) . distance of 558,48 feel; thence
N 4308'30 '' E. a distance of 147,49
feet to Engineers' Ul'Vey Equation
Station 715]4 87 Back equals 715+
16.35 Ahead; thence on a 1432.69 foot
radius curve to the right (the lenff
chord of which bears N. 66%3'30"
E.. 1354.02 f,et)t} distancc of )187.50
feet: thence S, 89 21'30" E. a amtanee
(ff 65334 feel to Engineers' Survey
'.'mt{ign S]ati0n 733+57 19 B a c k
equals Station 733-t-58,48 Ali e a ;
(henc on a 1{);10.08 foot l'aditLs curve.
to tiae left (the long ehoru el: wmcn
' ..... a " 16" 0'30" E 1561.9 feet) a
disi.anee of 1608.89 feet. then(e N. 42
o2'30" E. a distance ef 420.43 feet to
nineei's' Survey Station 7534-87.8,
a I)ehtt on the north line of .said Sec.
10; s'tid point being N. 88°03 ' W.,
a distance of 689.9 feet fronl the
norlhcat corner of sad See, 10. (EX °
b bi't ). Parcel 55, Owner: Charles
W Sebcntns. et a1,1736 Fourth, lJrcn)-
ci'tou Washington. That portion of
the NFA4 of the NWVt of See,' 10,
County, Wasnlngt)n, +wnlcn £1eB Wltlt
in a strip of land 165 feet in wiatn
tit(' boundaries of said strip of lain
vin 75 feet distant northweste) l
fren), and 90 feet d start southoa, t
erly fi'om, and paralhq to the eente
lilw of said strip of hind, from th,
southerly beundary of the shove de
s,qil)ed p.operty to Engineers' Surve
Sta,liun 720+00: and' which lies witl)tl
a strip of land ;120 feel in wid.t)t: (h,
)/lUSdarics of stti0 SLrlp o[ lantl lynll
,}0 feet (lisiant northerly fronl, an(
70 feet distant seuth(;rl)' fi'om, an(
l)arallel to the center I ne of sat(
trip of land, front Engineers' 2q, ul;
vwy Stathm 720+00 t Station :u-
00; ant wh eh lies within a strip e
land 130 feet lit width, the boundal
ies of said strip of land lying60 feet
distant nortlt!rly fronl, and 70 feet
dtst tnt southerly fi'oln, a)ld 1)aralhd
to lhc center line of aid stril) of
li n l. from Fngim!ers' Survey Staiio]
7, +00 to the +,ast,(,rly I)r)unuitrY it.
tl c ahl)Ve dcscribc, d I)rol)erty, as saln
center line i: now located and staked
on tile. ,1 round, ovel', act0 ss , Ut )Oil*
and/or adjacent to the above de-
sciibed property; ssid center line is
lnere particularly described as fol-
lows. u:ing bearings based upon the
Washington State' Grid, North Zone:
Bcglnnhtg llt F, nginee)'s' Suryey Sta-
tion 697++-08.9, a ))oint ou tl)e_:we:ut, l i[te
of qee 10 Twp 2 N, R, 2 W..W. At,,
..... S ;1 ')6 W a uistan e
Bald point b(' ng . o ,, ,,
of 168.1 f,ot fl'oln th(; quarter section
cernl]r on the' wes% line of said See.
10: tlo,nce on a ]{)10,08 foot radiu
curve to tht) left (the long cnoru e)
which t)ears N. 52+02'52 '' E,, 556,56
feet) a distanee of 558,,18 feej th*.l(j
N. 4°08'30 '' E. a distance o a;a:(,.m
feet/to Engilieers' Surve .vquauon
'Station 715+14,87 .Back 6quals 715-t-.
]6.:]5 Ahead; ?.bent(: on a ]432,69 foot
radius curve to the right (the long
chorti" (ff wil ch l.)t)tr N. 66°53'80 ''
E,, 1154.02 fc'et) a distance )f ]387.50
feet: thehec' S. 89"21'30" E. a UlS-
lance of 683.34 feet to Engtfle.ers Sur-
vey E(luation Station 788&57.19 Bacx
NW% of the NE)/ of said Soc. 30
to Engineers' Survey Station 979+00;
and which lies within a strip of land
110 feet in width, tile boundaries of
said strip of hind lying 60 feet dis-
tent northwesterly fro)u, alld 50 feet
distant m)utheasterly fronl, and par-
allel to the (:enter lille of said strip
of land. from Engineers' Survey Sta:-
tien 979+00 to the northerly bound-
ary of said Sec. 30; as said center line
is now located and staked on the
ground over, eeross upon, and/or
adjacent to the above described pro0-
erty; said (:enter line is more parti-
cularly deseribcd as follows, using
bearings based upen the Washington
State Grid, North Zone: B0ginnlng at
Engineers' Survey Station 941+]4.7, a
point on the west line of aid Sec.
80, said point being S. 2°01 ' W,, a
distance of 1525.2 feet from the north-
west corner of said Sec. 30; thence
on a 1432.69 foot radius curve to the
right lit See, 30, Twp. 22 N., R. 1
W,, W.M., (the long chord of which
bears N. 83°19'55 '' E,. 263,09 feet) a
distance of 263,40 feet to Engineers'
Survey Equation Station 948+78,10
Back equals Station 943-t-65,96 Ahead;
thence N. "88°36 ' E,. a distance of
1371.42 feet; thence on a 1482,69 foot,
radius curve 'to the left (the long
chord of which bears N. 59'40' E..
1386,25 feet) a distance of /446,67 feet;
thence N. 80'44' E,, a distance of
768.45 feet to Engineers' Survey Sta-
tion 979-4-52.5, a point on the north
line of ald Sec. 30; said point being
S. 88o45 ' E., a distar, ce of 383.4 feet
from the quarter section corner on
the north line of Sec. 30. (Exhibit A).
Parcel 63-D. Owner: Simpson Logging
Co, That poTtion Of the S)fi of tile
NW)A, and the NE of theNW of
Sec. 30, Twp, 22 N,, R. 1 W., W.M.,
all in Mason County, Washington
which lies within a strip of land 100
feet in width, the boundaries of said
strip lying 50 feet distant fi'om, on
either "side of. snd parallel to the
center line of said strip of land from
the westerly boundary of said Sec.
30 to Engineers' Survey Station 943+
00; and which lies withtn a strip of
!and 190 feet in width, the boundar-
ies of said stril) ef land lying 95 feet
distant from. on either side of. and
parallel to the center line of said
strip of land, front Engineers' Survey
Station 943+00 to Station 9477.00; and
which lies within a stri0 of hind 100
feet in width, the bonndaries of said
strip ef land lying 50 feet distant
from, on either side eft, and parallel
to the center line of said strip of
land, fi'om Engineers' Survey Station
947+00 to the easterly line of said
NEVt of the NW)A, of said Sec, 30,
as said center line is now located and
staked en the ground, over, across,
upon, and/or adjacent to the above
described propery; said center line
is n)ore partieuiarly described as fol-
h)ws; ushg bearings based upon the
Washington State Grid, North Zone:
Beginning at a point on the west lint)
of Sec. 30. Twp. 22 N., R, 1 W, W, M,
said point being S. 21)1 ' W. it dis-
lance of 1525.2 feet fronl the aorth-
we:t C¢,Fn(H" ()f said St}(:. 30: t]tcnee
on a 3432.69 foot radius curve to thc
right tthe lon cho)'d of which hear
N. 83°19'55 '' E. 263.09 feet) a distance
of 263,40 feet io Engineers' Survey
Equation Station 943+78 10 Baek
equals Stattnn 943'+65.96 A h S a d:
thence N. 88"36' E., a distant0 of
1373.,42 fl,ef; thence on a 1,t82,69 foot
radius curve to thb left (the long
chord of which bears N. 59°40 ' E,.
:1.386.25 feet) Na distance of ]446.67
feet: thence* . 3044 ' E, a distance
of 768.45 feet to Engineers Survey
Station 979..{.52.5, a point on lhe north
line of said Sec. 30: said point belng
S. 88°45 ' E,. a distance of 383,4 feel:
from t])e quarter section corm!)" en
|,he north line ef said Sec, :40. (b2xhl-
hit A). Plu'c+I 6'I. Tttat portion ()f the
NEtA (,f the SEen, and the SE¥t <,f
the NE¼ of Sec, 19, TWp.;22 N,, R.
1 W., W. M,. Mason County, Wash-
ington, except the NWA of the SE£
of the NE)A which lies within a
strip of land 135 feet in width; the
boun(taries of sahl si)'ip r,f land ]yh)g
85 feet distant westerly fvonl, and 50
feet easterly frl)m, and parallel to
the eentcT line of said strlf) (ff hind,
fronl Enginee)'¢ Survey StatiIm 1000
--(10 to 'Station 1013+00; and whleh
hen within a strip of land 235 fee
in width, the boundaries of said strip
of land lying 85 feet distnnt westerly
from, and 3.50 feet distant easterly
from, and parallet to the center line
of said strip of land, from Enginctws'
Survey Station ]013+00 to the north-
crlv boundary of' the a}love described
pr(pcrly, a8 sahl center line is now
loedted and staked o11 the ground,
over, across, upon. and/or adjacent
to tim above described property; mtid
center: line. is more particularly de-
scribed as follows, using bearings
1)ased upon the Wash]tiglon State
Grid North Zone Beg nnmg tit En-
gineers' Survey Station 979+52,5, a
point on the south line of said See.
19. Twp, 22 N. R. 1 W., W.M.,
said poutt being S, 88°45 ' E,, a dis-
tance of 383.4 feet from the quarter
section eorner o)t the south line ()f
mild St,(:. 19: thence N. "30"4d' E,,
a distance of 406,5(I feet to Engin-
eers' Survey Equation Station 983.+-
59.00 Back equals Station 983+63.61
Ahead: thence on a 5729.65 foot rad-
ins etu, ve to the left(t.he long chord
of which bears N, 15o26'30 '' E,, 8022,19
feet) a distance of 3058,33 feet: rhone.
N. 0"09' E,. a distance of 2027.16 feet
to Engineers' Survey Equation Sta-
tion 1034+49.10 Back equals Station
1034+48.11 Ahead; thence. 0u a 1910,08
feet rad us curve, te the left (tile long
chord of which bears N, 0'05'57 E,,
3.39 feet) a d!stanee l[o3,3908f()etltl
Engineer€ Sur.y StY" I .1 ,':F' ,
a point on the north line. ot satfi iec,
]9 Sad point being S. 89°11'80 '' E,.
a distance ,of 1241,9 feet f)'om the
quarter section corn(w on the north
lhle of said Scc, 19, (Exhibit A).
Par(el 67 C)nel.: Virgil C, And0rson,
Box 773, Alt[vn, Washbtgton, That j)o)'-
lion of the NWV.)':p) of the NEj) of See.
19. Twp,22 N., R. 1 W,, W. M., Ma-
son CouetY, Washington, lying north
of the 400 fo t right of way of the
City of Tacl)nia Transmission' Llue,
which lies within a strip of land /70
feet ill width, the beuudarics of said
sh'p of land lying 85 feet distant
fron'l. 0n either side of, and parallel
tO the t:enter line of said sO'i]) ef
]and, f ,.in tl'i oUtherly boundary of
the abtNe dc. cr'bed Pruperty to En-
g ricers' Survey Statiiul 10254-00; and
wlll( 1 es withtn a tt)qp of land 185
feet in widtll, the boun4artes of said
strip of hind lying 100 feet distsnt
westerly from, and 85 feet distant
easterly fi'o n, and paralil to tle
center llne ef said strip of land' from
Ingineers' Snr)ey Station 1025+00 to
Station 1026+00; and which lies wit]i-
n a strip of land ]70 feet ill widlh,
the boundaries ()f said strip of land
lying 100 feet distant westerly fronl,
and 70 fe(,t distant emteriy freln, and
parallel to the. center line of said
htrip of hind, from Engireers' Survey
Slation ]026-4-00 to Station ,;10314-00 ;
and which lies within a st 'il ef hind
155 feet in width, the boundaries of
said st 'lp of land lying 85 W.et d slant
westerty from, told 70 hint dt.tant
eashTrly from and paralhd to tlt(;
(.enter line of said slr)p of Isnd, from
Enghleers' Survey Station ]031-{.00 te
the n.rthe, rly bounda)'y of the above
described property, ss said center line
is now h)cated and staked tln the
gronnd, over. across, nl)on, and/or
ad]iwcnt l,i) llte at)l'lv(, described prol)-
e)'(y; said (xnttu ' line Js llol'e l)arii -
t:abirlY deseribcd as follows, using
heariligs hlLqe(l itpon the Washington
St.ll,fi Grid, Ni)rth Zone: Bcgtnnhtg at
Eilgineera' Survt',V Slathm 970+52.5, a
point ert the. south line of said Sec,
,19, Twp. 22 N., R. 1 r, W.M.. taid
palni: being S, 88 ° 45' E,, a, dlsiance
0f 883.4 feet front the quarter m'etion
corner ()n lho, s()(llh line of aald See.
19:, thence N. 30"44" E.. a distance ef
4()6.00 fix(]; lo Enguleer.,¢ Slll,vey Etlua-
ti,)a Station 9:1459.06 Bark equL s
Siaihln 983+63.61 Ahea<i' ihcnvc c)n. a
5729.65 f( H. rallus curv, lo tlle liq't
llhe long chord of which hears N.
15'26'30'¢ E., "]022.19 feel) a distanc
lif 3058.83 i'e(*t: ihente N.: 0+0W E. tt
distance i)f 2027.]6 feet t6 Engineers'
Survcy Equalioit Station 1034-4-49,,10
]ack (quals Station 1034+4g.11 Ahead;
thence on a 1910.08 foot radius curve
to the left (]he IOUg chord Of which
I)eacs N. 0"05'57*' E.. 3.39 rect) a dis-
tahoe of 3.;19 feet tO ngine(,xs' Sur-
vey Statlou ]034-!-53,5. a )Joint' on tlle
n, wlh line ()f stlid St'C. 19 sitid point
being S. 89"1i'30" I*],, a distance (.,f
;1243.{) feet front the quat,tcr seet.lon
corner on the north line ot said Sec,
Page 11
19. (Exhibit A). Parcel 68. That p0r-
tLonof tle W% of the SEt of c. ,
,, Twp. 22 N., R. 1 W., W:M,, Ma-
son County, Washington, wnleh IISS
w!tJ).In . strip of land 155 foot In
wtatn, tits noundaries of satd strip:
of land lying 85 feet distant woster!y"
from, and 70 feet distant eastrl,
from, and parallel to the center nn0
of said strip of land, from the south-
mqy boundary of tile above described
pr.erty to Engineers' Survey Station
103,)+00:. and which lies wllhln a
strip of land 160 feet in width, the
boundaries of said strip of land Iying
90 feet distant westerly from, and 70
feet distant easterly from, and paral-
lel to the center line. of said strip of
land. frlan Engineers' Surv(,v .qt,{li,))
]035+00 te Statio) o4000."'-';i
which lies within a, strip of ht'nd 210
feet in width, ti)e I)oundaries of said
strip of land lying 90 feet distant
westerly from, and 120 feet distant
easterly from, and parallel to Ihc cen-
ter line of said strip of land. front
Engineers' Survey Station 10,I0+00 to
Station 1040+50; and which lies within
a stril) of land 185 feet in width, the
boundaries of said strip of land lying
65 feet distant westerly from, and 1)
feet distant easterly from, and
lel to the center line of said
l'md from Engineers' Survey tatl
1040+50 to Station 1042+00; and
which lies within a strip (ff land 175
feet In width, thboundaries of said
strip of land 13hg 55 feet. distant
westerly from, and ]20 feet dlstartt
easterly from, and parallel to the cen-
ter line of said stri
Engineers' Survey staPtl°
Station 1046+00; and which
in a strip of land 125 feet in width.
the boundaries of said strip of land
lying 55 feet dtstant westerly fron),
and 70 feet distant easterly from, and
parallel to the center lhie of said
strip of land, from Englnedrs' Sur-,
vey Station 1046=t-00 to Station/056=
00; and whleh lies withln a strip o;
land 110 feet in width, the boundarles
of said strip of land lying 55 feet dis-
tant fron), on either side 0f, and par-
allel to the center line of said strip
of land, from Engineers' Survey S-
tien 1056+00 to the Northerly botu-
ary of the above described prope 'ty,
as said center line is now located
and staked on the ground, over,
across, upon, and/or adjacent to the
above described property; said cen-
ter line is more particularly described
as follows, using bearings based on
the Washington State Gridt North
Zone: Beginning at Engineers urvey
Station 1034+51,5, a point on the
south line of See. 18, Twp. 22 N.
R. 1 W,, W.M. said point being S.
89°11 30" E., a d stance of 1241,9 feet
fronl the quarter section corner on
t.ho south line of said Sec. 18; thence
fm a 1910.08 foot radius curve to the
left (tile long chord of which bearo
N. 1l18'03 '' W,, 751,63 feet) a distance
iff 756.61 feet to Engineers' Survey
Equation Station 104208.11 Bac
equals Station 1042+32,80 Ahead
thence N. 22"39' W,, a d stance of
2175.17 feet; thence on a 1910.08 foot
radius curve to the right (the long
ch,)rd of which bears N, 0°19'15 '' E,,
3,490.87 feet) a distance of 1531.39 feet;
thence N. 23"17'30" E., a distance of
1159.54 feet to Engineers' Survey Sta-
tion 1090+98.9, a point on the north
line of said Sec, 18, said point being
N+ 88"31'30" W,. a distance of 2063,8
feet from the northeast crlrner og
said Sec< 18. (Extdhlt A). lJareel 65,
Owner: City of Tacoma. All that l:)O)'-
thin of the City i)f Taeoma Electric
Transmission Line through the NEl/
of Sec, 19, Twt), 22 N., R. 1 W., W, M,.
Mason County, Wthington, described
as a strip of land 400 feet In width,
the bonndaries of said st)'ip of land
lying 200 feet distant from, on either
sid(?, of, and parallel to the center
line. beginning at a point " on the
west lille of said See, 19, a distance
of 272 feet south nf the VceaL quarter
cerncr t,lle)'+,(.tf; runnblg t.hent, e % r, 68 °
30' E. a distance of 5857 feet. tliore
t)r leas, 'to the east llne t)f sit d See,
19 wllich lies within it strip of land.
235 fl;,et ill whtth, the boundaries of
8aid strip of land lying 85 feet dis-
tent westerly and ]50 feet distant
easterly froin': and parullel to the celt-
tel" line ef said strip of land, frQi,t
the s(mtherly boundary of tim above
descrli)ed property tt) ngineers' S.tr-
vey Station 0234-00: and whleh lie
withtn a st,'lp of land 170 feet in
width, the bnundarics of sald strip ef
land lying' 85 feet distant from, on
either side of, and parallel to the
center line of said strip nf land, froln
Engineers' Sitrvey Station ]023+00 to
the northerly boundary ef iite ah()ve
described proDerty, its said eenttr line
i now hs,atcd and staked on tht
ground, ovcr, aeress) upon, and/or
adjaccnt to the al)t)vo described prop-
erty; todd t!enter llnc is more parti-
cuhuqy described as follows, using
bearings ba>e.d ripen the Washington
State Gl'ld, North Zone: Bogtlinhig at
Engineers' Su)'vt y Statit n 979+52.5,
a point on the south line of said See.
;19 Twp, 22 N., R. 1 W., W.M. said
point being S. 88 ° 45' E,, a. distance
of 38:],4 feet fronl rite quarter section
corner on the south line of said Scc.
19; thence N. 30* 44' E,. a distance
ef 406.50 feet to Engineers' Sutvey
Equation Station 983+59,00 B a c |c
etluals Station 983+63,61 A h e a d;
thence on a 572965 loot radius curv
tn the left (the h)n chord of which
hears N, 15 ° 26' 30' E.. 3022,19 feet)
a distance of 8058.33 feet; thenec N.
0 ° 09' E., a distsnce of 2027.16 feet
to Engineers' Survey Equation ta- .
lion 1034+49.10 Back equals Station
1084-o{-48.11 Ahead; tl enee ou a 1910.08
h)ot radius curve to the left
chord i)f whieh ,hcar,s N.
E., q.39 feet) a distance
to tnglneers' Survey Stathm 1084
51,5, a point on lhc north line of sa
Sec. 19, said point being S, 89 ° 1.1'
t
80" F,,, a distance of 1241.9 feet front '
the quarter seeth)n corner on the
north line of sitld See, 19. {Exhibit A}.
Parcel 69. Owner; C. C. Eddy andE.
R, Griffith. That portion of the SEW
of the NW of Set:, 18, Twp. 22 N,,
R. 1 W., W, M,, Mason County;
Washingttm, wllich lies within'a strip
of land 110 feet In width, the boun-
daries of said strip Of hind lying5
feet distant from, on either side 0L
and parallel to the center line 0f
said strlp ef land, ss said center llne
is ,now located and staked t)n he
ground, over, across, tlpt)n an,d/0r
adjacent to the above dcs(n'ihe, d prop,
ei't¥; said center line is iiiore part}-
cuhtr]y described its folh)ws, using
bel{rings based on the WashingtOn
State Grid, North Zone: t:eginnilg at
Engine.ors' Survey Station ]034-{-1,5,
a point Oil the south line of Sec. 1,B,
Twp. 22 N.. R, 1 W. W.M,. said
l)()lilt being S, $9'>1]'30 '' E., a di3tabCe
of 12,13.9 feet from the quarter SeC-
lioll corner on 'the SOUth lille of aid
See. 18 thence on a ;1910.08 foot ra-
dius curve to the left (the long cbord
of which bears N. 11"]8'03" W., 751,68
feet) a dlstanee of 756.61 feet to En-
gin(,ers' .Survey Equation Station 10;{2
+.08.3l 's.ck elua]s StalL.l)
Ahead: theuce N. 2239 '
lance of 2175.]7 feet:
1910.08 foot radius curve to t
(the long cht)rd of
0°19'15 '' E.,
hibit A), Pare'el 74
Ohneek That
lies
in width.
sald
taut
allel
of bind, fronl
of the above
Eilglnc(fr¢ Survey Statit:
and wltlch lies within a
]'10 feet in width, the I
Sltid of land
tant
tile center
land fronl lgngileers'
(
117,)+00 to Station :I J80
lies will,in it strip I)f d 150
l) wid/l'l the t)(n)ndarte, s of
ill: lanil lying'75 l+cot distant
either side. t)f.
center line, of
of the
iS llOW
roum;1 over, tleross
aoent to the s.bove
crty; ,said cente)' ]in
cularly desc)ibed as
boa)'in/zs based lln
State Grid, Be
Enfftn(,(!rs' y
, poiilt on
Wl). 22 N., R. 1 W..
poiut t)ttg N, 3"48'3(.)"
Of 878,2 fee, i from the
nor of said Sec, 5;
d of
(the lo'nl
dis-
htbtt A).