HomeMy WebLinkAboutBLA Plot / Site Plans - 12/31/2023acyDi - 3 L - act
LINE TABLE:
BLA NO. 2023-00042
= WELL
igtic,ArtoN WELL,
NW
NE
SW SE
i\
1 "=100'
0' 50' 100'
LEGEND
200'
LINE NO. BEARING DISTANCE
N00'34'41 "E 30.00'
L2 SO4'41'08"E 40.87'
L3 N85'48'53"E 50.00'
L4 SO4'11'07"E 50.02'
L5 S26'57'35"E 10.00'
L6 S43'05'19"E 10.00'
L7 S43'02'37"E 10.00'
L8 N22' 10'31 "E 32.06'
L9 N89'29'05"E 10.47'
L1
• = SET 5/8" REBAR & YELLOW BECHTOLT CAP LS NO. 28237
O = FOUND PREVIOUSLY SET 5/8" REBAR & YELLOW BECHTOLT JR.
CAP LS NO. 28237
O = FOUND 1/2' IRON PIPE - SWIFT LS NO. 6122
O = FOUND 5/8" LENHERR REBAR & YELLOW PLASTIC CAP LS NO. 35977
= CALCULATED POSITION
POB = POINT OF BEGINNING
APN = MASON COUNTY TAX PARCEL NUMBER
NAP = NOT A PART
RS#: = RECORD SURVEY NO.
0.L. = OLD LINE
N.L. = NEW LINE
40: = FOUND MONUMENT AS NOTED
SE p ric TA ti K c DRAIN FIELD
NO0'11'02"E 330.0
S89'26'59"E
SUR ;'EYOR'S NOTES
(,',NDSLIDE HAZARD AREA PER RS #5 50.0' CASCADE
NA TUCAS
(B) 50' VEGETATIVE BUFFER PER RS #5 EASEMENT
(C) 50' ROAD AND UTILITY EASEMENT AS SHOWN ON
RP4 RP3
1.02 AC. _ 0.34 AC
0
0 - U
L15
E9�(� O�`F
N17474/4
0
LINE NO. BEARING DISTANCE
L10 N00'11'12"E 20.00'
L11 SO4'05'27"E 33.20'
L12 S89'26'59"E 38.57'
L13 N29'21'59"E 53.17'
L14 N2218'17"E 90.00'
L15 S86'38'26"E 88.94'
L16 N81'40'41 "E 31.50'
L17 N81'40'41 "E 52.89'
L18 S89'26'59"E 63.53'
REFERENCE SURVEY #4. AF NO. 641966.
AGREEMENT FOR "EASEMENT, MAINTENANCE AND UTILITIES"
RECORDED UNDER AF NO. 21 18915.
"AMENDMENT NO. 1 TO AGREEMENT FOR
EASEMENT, MAINTENANCE AND UTILITIES",
AS ABOVEDESCRIBED, RECORDED UNDER AF NO. 2185874.
D) PARCEL 1 STRUCTURES LOCATED 1'ER IMAGERY ON
MASON COUNTY GIS.
S89'25'19"E
116.36'
S89'27'02"E 538.54'
30.0' PRIVATE
EASEMENT FOR INGRESS,
EGRESS & UTILITIES PER RS5)
W. SHELTON MATLOCK RD.
(PUBLIC)
270.61
3
4
S89'26'59"E
60.08'
N)
OCi
W
N
0
RP1
6.63 AC.
0. L.
OFFICE
L14 S89'26'59"E 222.49'
50.0' ROAD,4 UTILITY
EASEMENT
RP5 L3
3.30 AC.
g5-jC
weUK •
•
S89' 27'02 "E
W. BERRY
i
i
S89'26'59"E 373.94'
273.57' 61.80'
BONNEVILLE POWER
EASEMENT II1�
W. SENTRY DR.
(PRIVATE)
S89'26'59"E 215.15' C
BONNEVILLE POWER
127.50'
•
EASEMENT
-_/
•-•*".'N.
-_
SEE DETAIL A
512.81'
159.64'
C11
NO2'07
DATE APPROVED:
DIRECTOR OF COMMUNITY SERVICES DEPARTMENT
DECLARATION OF BOUNDARY LINE ADJUSTMENT
RECORDED UNDER AUDITOR'S FILE NO.
NOTE BOUNDARY LINE ADJUSTMENT APPROVAL DOES NOT CONVEY TITLE.
0
00
N
0
0
z
RS4)
FOUND
CENTER OF
SECTION 24
3/4" IRON PIPE
DLV; 12/96
S82'48'59 "E 258.02'
OFFICE
•
S
rOL. N `.L.NATE�i�1
S89'27'0
' 124.84
40.50w�E2R2'8"PEg2
SySTE1{.CoDO.L,. N c 17or,
oEL7DN4jA.L
F
1�
�r153.
c``
C;
/
138.10'
uJ
-00
0
0
RS4)
FOUND (24
S. 1/4 CORNER OF
SECTION 24 25
1/2" IRON PIPE
DLV; 12/96
C13
POST -BOUNDARY LINE ADJUSTMENT CONFIGURATION
/
L9
CALCULAT
1/16
CURVE TABLE:
CURVE DELTA RADIUS LENGTH
C1 29'26'40"
C2 25'18'54"
C3 37'54'20"
C4 24'23'38"
C5 21'17'22"
C6 11'39'09"
C7 12'47'07"
C8 20'37'34"
C9A 00'18'39"
C9B 13'32'50"
C9C 02'16'15"
C10 20'57'58"
C11 07'03'32"
C12 11'33'46"
C13 09'46'34"
DETAIL A
s
cs
\ C9A
0
0
100.00'
315.00'
85.00'
335.00'
363.54'
739.09'
765.74'
788.51'
778.51'
778.51'
778.51'
125.00'
175.00'
175.00'
120.00'
(N. T. S.)
L5
51.39'
139.18'
56.23'
142.63'
135.08'
150.37'
170.87'
283.86'
4.22'
184.07'
30.85'
45.74'
21.56'
35.32'
20.48'
O`_ttoe
AGATE LAND SURVEYING, PLLC
2680 E. AGATE RD. - P.O. BOX 246
SHELTON, WA. 98584 - (360) 426-4172
sidJgafelon d. com
DRAWN BY: DATE
MCC, LLC DEC. 2023
SHEET
2 OF 3
JOB NO.
4283
AUDITOR'S CERTIFICATE
FILED FOR RECORD THIS DAY OF 2024
AT M. IN VOLUME
OF SURVEYS AT PAGE
AT THE REQUEST OF SIDNEY G. BECHTOLT JR.
AUDITOR'S FILE NO.
COUNTY AUDITOR
BY
SURVEYOR'S CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER
MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE
SURVEY RECORDING ACT AT THE REQUEST OF ASCW INVESTMENTS LLC,
GEDORA ASSET MANAGEMENT CO. GEDORA BUSINESS CO.
IN NOVEMBER, 2023.
PPF'LIMINARY
SIDNEY G. BECHTOLT JR.; PROFESSIONAL LAND SURVEYOR NO. 28237
ry
`tC\ 1�1V.\\\\\.wir/1/7/ i
BOUNDARY LINE ADJUSTMENT
FOR
ASCW INVESTMENTS, LLC
GEDORA ASSET MANAGEMENT CO.
GEDORA BUSINESS CO.
IN THE
NE 1/4 SW 1/4; SE 1/4 SW 1/4; SW 1/4 SW 1/4
SECTION 24, TOWNSHIP 20 NORTH,
RANGE 4 WEST, WILLAMETTE MERIDIAN;
MASON COUNTY, WASHINGTON
CHECKED BY: SCALE:
SGB, JR. N/A
QUARTER
NE1/4SW1/4
SE 1/4 SW 1/4
SW 1/4 SW 1/4
FILE NO.
4283-BLA.-DWG
SECTION INDEX
SECTION
TOWNSHIP
RANGE
24 1 20 NORTH
4 WEST; WM