HomeMy WebLinkAbout04-SURVEY (0002)WA
WAWAWA
106.26'110.03'N 3°31'39" W 490.85'N 3°31'39" W 285.42'SS
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107.95'177.47'N 80°46'40
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W
53.60'N 46°16'15" E 142.77'N 21°01'20" E 401.13'N
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'N 19°01'20" E 974.06'N 39°55'44" E 437.40'N
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N 53°
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N 3°31'39" W
42.52'
61.62
'N 23°37
'38"
W81.60
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91.26'N 3°56'07" E98.59'6
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N 86°28'21" E 158.05'
CURVE RADIUS DELTA ANGLE ARC LENGTH
C1 50.00'100°51'27"88.01'
C2 94.32'33°06'17"54.50'
C3 500.00'19°57'33"174.18'
C4 500.00'1°24'24"12.28'
C5 100.00'18°18'24"31.95'
C6 30.00'98°55'59"51.80'
C7 65.00'71°34'35"81.20'C1C2
C4
C5
C
6
C7C3
49.8
4'
N 70
°
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N 53°
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5'
5
1"
E
2
1
5.
0
0'Ingress, egress, utilities easement
per Volu
me 9 of Surveys,
Page 12
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'60'30'30'30'30'348.72'100.00'SS
90.66'
24 19
36 30
Adjusted boundary per
AFN ______________
Original boundary
N 85°00'08" E
±217,810 sq.ft.
±5.00 acres
Parcel 001301029
56.7
1
'
PRI
V
A
T
E PRIVAT
E
10.3'54.2'6.2'WAWAWAWA
UP
UPAP
APAPAPParcel 001193004
±230,528 sq.ft.
±5.29 acres
N 25°58'37" E 123.83'Sherman Short PlatN 76°41
'
2
8
"
W
96.97'
1
2
116.43'312.84'41.62'N 26°15'00" ESINCE
1976
22May
Olia Kerzhner & John & Karen Chrisman
Olia Kerzhner & John & Karen Chrisman
22026.DWG
22026
11
August 5, 2022
BAM
BAM
1:1,000 of
Drawn by
Checked by
Date
Scale
Job No.
Sheet
in , 20 .ROYEVRUSDNALLANOISS
EFOR YBRUCEA .M ACLEARNS
B
E
RRPD
S ETI
REG R E32439 NOTGNIHSAWFOETATSSurveyor's Certificate
S.R.A. Data: SW¼, SW¼, Section 19 & Gov't. Lot 1 (NW¼, NW¼), Section 30,
Auditor's Certificate
Filed for record this day of , 20
at m., in Book of , on page
Auditor's File No.
Survey No.
County AuditorWash. Grid Sys., North Zone (NAD83)Deck
Found rebar with surveyor's id. cap no. 18014
Legend
Asphalt surface
Concrete flatwork
Unpaved driving surface
Septic field
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
8/5/2O22 םי
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ל
אבושעניכוישעמולגיןעמל רו א ל א ב ית מאההשעלבאיח יא ל ןימאמהדסומדסומתרקיתנפן
ח
ב
ן
באן
באןויצבדסיתלקמלהקדצווקלטפמיתמוששש
שLegal Description
All clean-outs and all septic tank lids (except the one nearest
the primary residence on Lot 33) and the pad-mounted
transformer were ground-measured. All remaining utilities
are approximated from site plans on file with Jefferson
County.
All bearings hereon are per the meridian of this survey.
Lots A & B of that Boundary Line Adjustment recorded
under Jefferson County, Washington Auditor's File No.
____________________.
Notes
Township 30 North, Range 1 West, W.M.
D
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B
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30020010050250
Scale = 1:1,000
Septic lidS
Septic leach line
Septic clean-out
Septic tight lineSS
Existing building footprint
Pad-mounted transformer
Moderate landslide hazard area per GIS
High landslide hazard area per GIS
Unstable old slide area per GIS
This survey utilized on-site, fast-static observations with a
WSRN-enabled Hemisphere S320 dual-frequency GPS
receiver/antenna and a Leica TPS 1203+ 3" robotic total
station with closed traverses entailing multiple observations
for each control point.
Stormwater discharge area
Water lineWA
Buried power lineUP
________________
Date
_______________________________
Jefferson County Assessor
Assessor's Approval
________________
Date
This boundary line adjustment has been reviewed and approved
by the Jefferson County Development Review Division.
_____________________________________
Administrator, Jefferson County
Department of Community Development
Planning Approval
Set ¾" iron pipe with surveyor's i.d. cap no. 32439
Curve Data
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