SURVEY SINGLE PG. ONLY 4.20.20LL
Q
0
z
04
FOUND CASED CONC. MON. W/
1-112" BRASS DISK & "X".
DOWN 0.2'. VISITED 12-10-19.
LEGEND
0 SET 1/2" X 24" REBAR W/CAP STAMPED "PCS 37536"
O EXISTING REBAR W/CAP, AS NOTED
OFOUND CONCRETE MONUMENT AS NOTED
RIGHT OF WAY CENTERLINE
STORM DRAIN MANHOLE
i INVERT/CULVERT
❑ CATCH BASIN
x WATER VALVE
FIRE HYDRANT
FE] WATER METER
WATER VAULT
O SANITARY SEWER MANHOLE
SIGN POST
UTILITY/POWER POLE
GUY ANCHOR
CONIFEROUS TREE
0 DECIDUOUS TREE
F FIR
B BIRCH
M MADRONA
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.
2.) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS;
OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR
IMPLIED. THIS SURVEY PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND
DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS, RESERVATIONS,
AND OCCUPATION WHICH MAY ENCUMBER TITLE TO OR USE OF THIS PROPERTY.
CB RIM-335.86
IF 12" RCP-327.10 it iz rv�
DITCH IE 12" RCP(W)=333.9
g �
/ 599.04
0
N
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SET REBAR W/CAP �1,.OSOF CORNER ON PRO
27041800302300
27041800302100
27041800302200
CAP, 0.1'(N) OF
SDMH RIM-341.62
IF 12" PVC(W)-334.42
CB RIM-343.42
IF 12" RCP(E)-340.82
IF 12" IP(W)-340.72
/
SSMH RIM-340.73
IE 8" PVC(E)-332.78
IE 8" PVC(W)-332.68
192ND T.S.W. 8930'26" W R1
BASIS OF BEARING
783.51'
i
Rio
S
-
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N
i
®® i
/
N 89'30 2 115.00
®
\
DEC 8
I
M 014"
8"
DEC
a
/ LOT AREA
12,075 SF
27041808003037
B6n
1
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CE
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B
B
180 j
B o
0
o Lc)Ln /
o /
CL
o ROOF PEAK o ,
00 ELEV.-362.22' - o
0 0
o F.F. z
z _ j ELEV.=344.55'
HOUSE #8912
14" I /
M L g g 8.2
6.4
16"x3 ASPHALT
F
N 8930 26 W 115. WO-OV
x x x x x
F N
END FENCE 0.3'(S)
1.l' 0.7' OF PROPERTY LINE
I END FENCE 0.3'(E) &
1.5'(S) OF CORNER
27041800310800
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27041800303600
CB RIM-345.39
IF 12" PVC(E)-343.79
IF 12" RCP(W)-343.49
Ln
N
B RIM=348.7
I
E 12" PVC(W)=346.81
Ld
Q
� I00
- / N 8930'26" W 261.26'-
i
S FOUND CASED CONC. MON.
o FFOUND CASED CONC. MON. h W/1" I.P. IN CONC. DOWN
CN L IN CONC. DOWN 0.5.i OJ'. VISITED 12-10-19.
D 12-10-19. SSMH RIM-361.51
IF 8" PVC(NE)-354.16
IF 8" PVC (SE)-354.16
IF 8" PVC (W)-354.06
I I
II
I
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0-i
I
27041800301200
FOUND REBAR, NO
CAP. 0.1'(S) OF
CORNER
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----L----
EQUIPMENT & PROCEDURES
METHOD OF SURVEY:
SURVEY PERFORMED BY FIELD TRAVERSE
INSTRUMENTATION:
LEICA TS15 ROBOTIC ELECTRONIC TOTAL STATION
PRECISION:
MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090
BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF 192ND ST. S.W.,
AS THE BEARING OF N 89"30'26" W.
LEGAL DESCRIPTION
BEGINNING AT THE SOUTHWESTERLY CORNER OF SECTION 18;
THENCE ALONG THE WEST LINE OF SAID SECTION 18, NORTH
00'37'06" FAST 1301.48 FEET;
THENCE ALONG THE SOUTH MARGIN OF THE COUNTY ROAD, SOUTH
89'31'52 FAST 599.24 FEET TO THE NORTHWESTERLY CORNER OF THE
TRACT HEREIN DESCRIBED AS THE TRUE POINT OF BEGINNING;
THENCE CONTINUE SOUTH 89"31'52" FAST ALONG SAID SOUTH MARGIN
OF THE COUNTY ROAD A DISTANCE OF 115.00 FEET;
THENCE SOUTH A DISTANCE OF 105.00 FEET;
THENCE NORTH 89"31'52" WEST PARALLEL WITH THE SOUTH MARGIN
OF 192ND STREET SOUTHWEST A DISTANCE OF 115.00 FEET;
THENCE NORTH A DISTANCE OF 105.00 FEET TO THE TRUE POINT OF
B EGINNING.
(ALSO KNOWN AS A PORTION OF TRACT 14, BLOCK 2, SUNSET
ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF.)
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
VERTICAL DATUM
jh NAVD 88
1117 FOUND CASED CONC_ MON. AT THE
INTERSECTION OF 88TH AVE. W. &
192ND ST. S.W.
ELEV. - 368.47'
PER GPS OBSERVATIONS
SURVEY REFERENCES
(R1) PLAT OF SURVEY - VOL. 25, PG. 127
(R2) PLAT OF SURVEY - VOL. 20, PG. 28
SCALE: 1" = 20'
0 20 40