BLD2023-1484+Survey_-_Topographic+11.17.2023_3.38.35_PM+3908481LOT 3
SEAVIEW PINES
VOL. 34, PG. 75
VOL. 34, PG. 75
1
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SEAVIEW PINES I Q' g
VOL. 34, PG. 75 j 001,
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SDMH RIM=340.74 I 1
INV. 12 CONC E=333.94
-----------INV. 12'CONC(W)=332_3J
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• - - - - - - - - - - - - - - - - - - - - - -
INV. 8' CONC(N)=331.24
INV. CONC(E)=331.34
NOTES
1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES
WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY
UNNAMED THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND
SURVEYOR OF RECORD.
2.) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS,
OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED
OR IMPLIED. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS,
RESERVATIONS, AND OCCUPATION WHICH MAY ENCUMBER TITLE OR USE OF
SUBJECT PROPERTY.
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27041800311700
4.7'
3.3'
I.1 (iv) cc u.j (w) ur I
CORNER ILLEGIBLE" X ,�6' WOOD' FENCE
FENCE CORNER IS 0.3'(W) &
1.7'(S) OF CORNER
12 KN
0.4, I,
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12" .
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W
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0
LOT 6 30"
SEAVIEW PINES 18C�
VOL. 34, PG. 75
28"
20"
32,11C
6' W00,6 FENCE(N)
4"WOOb FENCE(W)
FENCE CORNER IS
3.9'(W) & 5.2'(N)
OF CORNER
27041800301700
0.62.4' l 14 X ,' I
1�I 18 7'C > C
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CB RIM=370.21 ;
NOT MEASURED
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SDMH RIM=370.55
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27041800301100
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4.0' 3.0' f DRIV�INAYI
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,GARAGE i I
9 ,25'
g
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;
5' 6»'�
0'(N)18"
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A 72X
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18 M 8" I
'12
6"H
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; FOUND REBAR W/0 CAP
,' 0.1 '(W) OF CORNER
15
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10"
6" $JN�
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22" fib1,
KN
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CLUSTER
2s'
20"M (`M,
SITE AREA
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FOUND REBAR/CAP 0.1'(S) F J19324
OF CORNER STAMPED
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FOUND REBAR/CAP 0.3'(N)
OF CORNER STAMPED -�
BROKKE LS 16194 2 " \
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BROKKE
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FOUND REBAR W/O CAP
0.2'(W) OF CORNER
"
97.25'
21c)
2X5M
�7.25'
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6 d _L,
, 77.01 '
lb w
AV
- ------ ----- SS - --�
ps
--- --� ASPHALT
FOUND CASED CONC. MON. I ROADWAY r
COULD NOT OPEN 1 I
VISITED 11116122 1
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---------- 77----�\ ----
SS-
0 0
CB RIM=347.64
INV. 8 CONC S=345.84
INV. 12'CONC(W)=345.49
CB RIM= 347.12
N 90'00\00" W 2N.52'
194
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naluF
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FOUND CASED CONC. MON. W/
1/2- IRON PIPE IN CONC.
DOWN 1.0'. VISITED 3112121
EQUIPMENT & PROCEDURES
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METHOD OF SURVEY
SURVEY PERFORMED BY FIELD TRAVERSE
fir,
CB RIM=370.35
INSTRUMENTATION:
NOT MEASURED
LEICA TS16 ROBOTIC ELECTRONIC TOTAL STATION
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PRECISION:
SSMH RIM=371.00
MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090
S NOT MEASURED
BASIS OF BEARING:
I
THE MONUMENTED CENTERLINE OF 88TH AVE W,
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AS THE BEARING OF NORTH 00.49'19" EAST.
a
INV. 6"PVC(S)=370.01
® I CB RIM= 368.32
INV. 6'PVC(N)=365.82
\ INV. 8'PVC(E)=365.02
INV. 4'PVC(E)=365.39
1 i INV. 8'IP(S)=364.72
SS- S rn I
GRAVEL .
® DRIVEWAY L RAVEL
SSMH RIM= 362.74-,
INV. 8'CONC(W)
CNTR CHNL=349.99 I 1 g
GRAVELI -
FOUND NAIL AT INTERSECTION OF
88TH AVE W & 194TH ST SW
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I SSMH RIM=367.56
INV. 8'CONC(N)=358.71
INV. 8'CONC(E)=358.71
INV. 8'CONC(S)=358.61
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I I CB RIM=363.77
I I INV. 8 IP N=361.87
INV. 8'CONC(S)=361.87
CB RIM=363.69 I \\ i i I CB RIM=363.69
NOT MEASURED 1 1 NOT MEASURED
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- 196TH ST S_- - W 20 1N2 BRASS
CASED CONC.
DISC W PUNCH
N 89'4227" E DOWN 1.3'. VISITED 3/12121
SCALE: 1" = 30'
0 30 60
-tA J.
R\
3y WAskr���
F� �O
o 37 \
~� �G I S T Eg,4+ GNAL LAIP /
LEGAL DESCRIPTION
THAT A PORTION OF GOVERNMENT LOT 4, SECTION 18, TOWNSHIP
27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SECTION 18,
TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., AND PROCEEDING
THENCE ALONG THE WEST LINE OF SAID SECTION 18, NORTH
00.37'06" EAST 673.81 FEET,•
THENCE ALONG THE NORTH MARGIN OF THE COUNTY ROAD, EAST
746.01 FEET TO THE SOUTHWEST CORNER OF THE TRACT HEREIN
DESCRIBED AND THE TRUE POINT OF BEGINNING,
THENCE NORTH 154.81 FEET,•
THENCE EAST 278.74 FEET,•
THENCE ALONG THE WEST MARGIN OF THE COUNTY ROAD, SOUTH
00.50'00" WEST 154.83 FEET,•
THENCE ALONG THE NORTH MARGIN OF THE COUNTY ROAD, WEST
276.49 FEET TO THE TRUE POINT OF BEGINNING,
EXCEPT THE EAST 5 FEET THEREOF CONVEYED TO THE CITY OF
EDMONDS UNDER AUDITOR FILE NUMBER 7901110210,
(ALSO BEING KNOWN AS LOT 4 IN BLOCK 2 OF THE
UNRECORDED PLAT OF SUNSET ACRES, AND ALSO AS PARCEL
';4 ;'B" AND C" OF CITY OF EDMONDS SHORT SUBDIVISION NO.
S-45-78, RECORDED UNDER RECORDING NO. 7901110211,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON).
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
VERTICAL DATUM
A NAVD 88
FOUND CASED CONC. MON. WITH 1/2" IRON
PIPE ON THE CENTERLINE OF 88TH AVE W.
ELEVATION=368.44'
SURVEY REFERENCES
(R1) RECORD OF SURVEY BY WESTERN - AFN 200512085003
LEGEND
• SET 1/2" X 24" REBAR W/CAP STAMPED 'PCS 37536"
O EXISTING REBAR W/CAP, AS NOTED
EXISTING NAIL AND WASHER AS NOTED
OFOUND CONCRETE MONUMENT AS NOTED
RIGHT OF WAY CENTERLINE
Q❑ STORM DRAIN MANHOLE
❑ CATCH BASIN
Da WATER VALVE
FIRE HYDRANT
® WATER METER
QS SANITARY SEWER MANHOLE
o MAILBOX
SIGN POST
UTILITY/POWER POLE
GUY ANCHOR
Z ELECTRICAL JUNCTION BOX
TELEPHONE RISER
CONIFEROUS TREE
DECIDUOUS TREE
F FIR
C CEDAR
H HOLLY
M MAPLE
WN SNWWN