HomeMy WebLinkAboutplot/site plans - OT GeneralDESCRIPTION:
RESULTING PARCELS I AND 2 OF BOUNDARY LINE
ADJUSTMENT NO. , AS RECORDED
UNDER AUDITOR'S FILE NO.
RECORDS OF MASON COUNTY, WASHINGTON,
LINE TABLE:
NO. BEARING DISTANCE
L 1 S 89 ' 51 '55" F 29.86
L2 S 89'51'55" E 3.32
L3 S 89'51'55" E 9.98
L4 N 54 ' 23 '37" W 63.48
L5 N 25'42'39" W 59.91
L6 S 61'10'56" E 44.46
L7 S 84 ' 28 '33" E 47.87
L8 N 81'06'43" E 21.79
L9 N 00'38'35" E 20.18
L 10 S 66'43'17" E 62.25
L11 N 74'03'46" E 68.42
L12 N 84' 01 '09" E 56.88
L13 S 61 '59 '56" E 61.90
L14 S 14°39'27" E 61.17
L15 S 04' 13 '47" W 81.34
L16 S 32'23'46" F 39.00
FOUND GAME DEPT.
CONCRETE MONUMENT
WEST 1/4 CORNER
SECTION 18
N.
L9
N 00'38'35" E
N 83'13'16"
106.55
rn
I/ L7
0
rn
N
OLD LINE
N.
NOTE:
VANCE CREf
N 79.
23"63.49 1 W
WEST LINE SE 1/4 NW 1/4
CALC. PER SURVEY BY
GAME DEPARTMENT
/
NOTE:
ACREAGE CALCULATED PER INFORMATION
PROVIDED BY THE MASON COUNTY ASSESSORS
OFFICE,
VANCE CREEK FOR ILLUSTRATIVE PL?POSES
ONLY, WAS NOT LOCATED IN FIELD
NEW PROPERTY LINE
CENTERLINE EELLS
ILL ROAD (AS -BUILT)
TRACTS OF LAND IN THE SE 1/4, NW 1/4 WERE PREVIOUSLY
CONVEYED BY A COMMON GRANTOR (EDWIN J. AHERN). SEE
PREVIOUS CONVEYANCES AS DESCRIBED ON INSTRUMENTS
RECORDED UNDER AUDITOR'S FILE NO. 53284 AND 95362.
EQUIPMENT AND PROCEDURES
EQUIPMENT: LIETZ 6 SECOND THEODOLITE WITH EDM
200' CALIBRATED CHAIN
PROCEDURE: FIELD TRAVERSE
AUDITOR'S CERTIFICATE
FILED FOR RECORD THIS DAY
BOOK OF
19 AT M IN
AT PAGE AT THE REQUEST OF
DANIEL F. HOLMAN
COUNTY AUDITOR
5 80 56 28 - -
OLD Lltrr-
' • ' �r
j>.
„Y
f
H r �•
585.01
688.66 (CALC)
187. 14
N 89'51'55" W 2512.45 (ME.AS)
N 8931'40" E 2513.85 (GAME DEPT.)
SURVEYOR'S CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIRMENTS
OF THE SURVEY RECORDING ACT AT THE REQUEST OF
MARK JENNINGS
NOTE:
N
'C
4 /o
Qo
m
RIGHT-OF-WAY INFORMATION PER RECORDS
OF MASON COUNTY Et!GINEERS OFFICE.
I N.. FEQ., , , 19.9$.
CERTIFICATE NO.15653.
c)
N 89'5 7 '55' W
MARK JENNINGS
P.O. BOX 153
LILLIWAUP WA. 98555
CURVE TABLE:
Cl
C3
(DEED) 21 RODS
(346.5)
I
NO . DELTA RADIUS LENGTH
•'
DIRECTOR`"'
C1 59'34'43" 286.51 297.93
C2 9'56'09" 306.51 53.15
C3 4938'34" 306.51 265.57
CENTERLINE SKOKOMISH
VALLEY RD. (AS -BUILT)
/ ' (
59 0/
8093 �I
WESTERLY MARGIN
EELLS HILL RD.
26 RODS 429.00 (DEED)
453.08 (CALC)
33 RODS 544.50 (DEED)
664.5 (DEED) 638.4 (CALC)
SCALE: 1"=100 FEET
0 50 100 200
SURVEY
FOR
MARK JENNINGS
876
NOTE:
SEE SURVEY BY WASHINGTON DEPAI
OF GAME DATED APRIL 22, 1968.
SEE SURVEY OF RECORD VOL. 23
PAGE 04 RECORDS OF MASON COUt
` _ _ ('ENTERI INE EELLS
HILL RD. (AS -BUILT)
0 4 co
O
Lu
LEGEND:
7 RODS 115.50 (DEED)
91.42 (CALC)
= #5 IRON BAR WITH PLASTIC
YELLOW CAP SET
= FOUND GAME DEPARTMENT
CONCRETE MONUMENT
• _ #5 IRON BAR WITH PLASTIC
YELLOW CAP SET PER
PREVIOUS SURVEY
IN
SE 1/4, NW 1/4
SECTION 18, TOWNSHIP 21 NORTH, RANGE 4 WEST, W.M.
(360) 426-2990
DWN BY
JJL
s
FOUND GAME DEF
CONCRETE MONUA
CENTER SECTION
J98-113. D WG
HOLMAN & ASSOCIATE
PROFESSIONAL LAND SURVEYORS
WEST 123 "C" STREET
P.O. BOX 2379
SHELTON, WASHINGTON 98584
DATE
MARCH, 1999
JOB NO.
CHKD BY
DCH
SHEET
SCALE
1" = 100'