BLD2023-0623+Survey_-_Topographic+5.22.2023_2.02.12_PM+3560894CB RIM=283.44
INV. 8"PVC(E)=281.55
I
_ CB RIM=283.98
- INV. 8 PVC(N)= 281.40 S
00434600005901 i ------------------ 20'------------------ \\ r� i' SS
, � SSMH RIM-291.13
__ I INV. 8'PVC(E)=281.53
SSMH RIM=259.13 _____---- INV. 8'PVC(W)=281.43
FOUND REBAR
INV. 8'PVC(E)=252.88 / __--_------- _-------- >� N 83-52'21 E 50.00
INV. 8'PVC(SW)=252.78 --- W 0 CAP \ 20.0' SS \
' / ---- ------------ i---- V �'o------- - ---�-------- CB RIM=2 0.78
i -*- �-��-r rn rn rn ---------------- INV. 6"PVC(S)=279.33
/\ /
\ 6' S ---- s
INV. 8'PVC(NE)=252.03 it i ( i \ r?------- -=--------
/ I
INV. 8'PVC E-251.98 \ 26 ■
( )= j s ems__-_ --f ------ ,21" E 193.00 i F
INV. 8'PVC(W)=251.93114 / - t--- __ --�'N 83'52 \ Avv A I I
I �
SS S - \ 26 \ I
IF
�30
V `v LAWN
/ ■ I 1 I I
of II ' ', �' / \ - --- .J/TlTT7T?�7�7J ,' �l A`�� � .• � 1 \\ I II I '�
v I �' ' '' / / / 20" 0 ■ ` III II
®
ASPHALT i i it i i / /" _ i ��� I
DRIVEWAY 250 �1' i ' �'� ----- 18 vv �" DRIVEWAY
CB RIM=242.17 3 F z �I
20"-
1 C I
INV. 6'PVC(S)=240.85 i i /' �' /� F
,'7CONCPAD", ` � 0"�
\ ■
2�r I I I ,' " I l HOUSE #19515
26 1
�
C RNkR NOT SET. ��� WOp15 STAIRCASE--
; ON CLIFF FACE, CONC. /'� WOOD PLANTER
I
irn1 I I f I STEPS
YIN i i i i �� ve ��' - OOD STAIRS / �` SITE
v ,,�/ 0" F ,II ■
20" \` _ -' 26" I I I I
I o v ✓�/ GARAGE `vv F 51, 698SF �� ■ I I
I" ( 24 0 o CONC. _ v L 00434600005801
lI o li, 2FI o PATIO F /
`\ 0 3 F ao z /1L/1/ Ll1/1/1 / // // 24 \ ■ \
G�ORI�ER INOT SET BRICK --,` I
ON ,CLIFF FAA . �4F I `, v PATIO _ 4�F
I
--- _
I, 11 I1 1, I1 `, A II I I \ I �� F I I \
�
---------------
,, `, 11 11 II II II I\ 1 I1 I `-_ \•\\ - - \ _..-\ ° _�, \ / I ■ � � ''
------ - LAWN
6' ■ V v ■ , \ - F
CB RIM= 242.37
\ \ \ 00434600005500
INV. 6 PVC N = 240.07 I I z \ I \ / \ 20'
INV. 12 CMP(SE)=239.95 \I \ �2 --------------
-�_�-�-�___ _ 236
\
------- F
II II 11 I 1 CORNER NOT SET.\\ ,\\ \` / \ - �- / ,,_\
J, I ON CLIFF \FACE .. \ - ----- - ------------------------ F 4„
ASPHALT 2 N 89 30'49" E 309.79' -
DRIVEWAY \ \ \ \ -- - FOUND 1/2" REBAR_ - - _ _ ■ \ \ I _ FOUND 1 /2" REBAR/CAP
W/DESTROYED CAP --- `, J g" STAMPED LS12716
- - _ � _ » � \ \,) / 0.1 '(N) &0.2'(W) OF CORNER
■
F 122"F
\ \ _ �� /
\ \ \ _ - \ \
2071' F
----- F 7 \ -
�-- 240-
CB RIM-235.07 - `•/� 1 _
INV. 12'CMP(SW)=232.02--
�OUND CA,3ED7``■
^/\ C. MON LINE TABLE CURVE TABLE
CB RIM=234.86
INV. 12 CMP(NW)=231.36 \ ��
INV. 12 CMP(NE)=231.05 V �����
INV. 12 CMP(SE)=230.06 \ \
` \ \���
LINE
LENGTH
BEARING
L
N W
L2
10.00
N 06'13'13" W
L3
20.99
N 00'3 1'21 " E
L4
4.88
N 62'3257" E
^/
N S 3 OD N` • ,,ASS
IN,
`\IN
�I
\\ 2
\ • \ \� W �=----------------------------- N 89'21'01" W 120.42'
----------------------------------
\\ `,
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.
CURVE
LENGTH
RADIUS
DELTA
Cl
94.87
65.00
8337'30"
C2
5.42
360.28
0,51,41 "
C3
57.28
84.95
3838'00"
192ND ST_SW
------N 89'4658" W -----
W
ff-
-------------, N 89'21 '01 " W 484.39' 13 18 W
N 89'S8 �96TH ST E 1040S
24 19
SW CORNER GOV'T LOT 4 SECTION CORNER
18-27-4 MONUMENT NOT FOUND.
POSITION ESTABLISHED BY PLAT OF
SEAVIEW PINES NO. 2, VOL. 39, PG. 170
B L D2023-0623
SCALE. 1 " = 20'
0 20 40
-tA J. R\
wAskr���
F� �O
x
\
o 37
~� �G I S T Eg,4+ OVAL LhIp /
- FOUND CASED CONC.
MON. W/1 " IRON PIPE
10123115
I
I
I
I
I
I
I
I
FOUND CASED CONC.
FILLED 2" IRON PIPE
W/BRASS ROD
VISITED 10123115
EQUIPMENT & PROCEDURES
METHOD OF SURVEY.
SURVEY PERFORMED BY FIELD TRAVERSE
INSTRUMENTA110N.
LEICA TS16 ROBOTIC ELECTRONIC TOTAL STATION
PRECISION.
MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090
BASIS OF BEARING.
THE MONUMENTED CENTERLINE OF 88TH AVENUE WEST, AS THE
BEARING OF NORTH 00'2927" EAST, PER BOUNDARY LINE
ADJUSTMENT RECORDED UNDER AUDITOR'S FILE NO.
202006175004
LEGAL DESCRIPTION
LOT A OF CITY OF EDMONDS SHORT PLAT S-9-89 RECORDED
UNDER AUDITOR'S FILE NUMBER 8906200263. BEING LOT 3 AND
A PORTION OF LOT 4 OF CITY OF EDMONDS SHORT PLAT NO/
S-12-81, RECORDED UNDER RECORDING NUMBER 8408290222,
BEING A PORTION OF LOT 58, EDMONDS SEA VIEW TRACTS,
ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 3
PAGES 76 AND TRACKS 17 AND 25, PUGET SOON MACHINERY
DEPOT FIVE ACRE TRACTS, ACCORDING TO THE PLATE THEREOF
RECORDED IN VOLUME 5 OF PLATS, PAGE 47, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND
UTILITIES AS DESCRIBED IN INSTRUMENT RECORDED UNDER
RECORDING NUMBER 1423034 AND DESCRIBED AND DELINEATED
IN SHORT PLAT RECORDED UNDER RECORDING NUMBER
8408290222 AND DELINEATED IN SHORT PLAT RECORDED UNDER
RECORDING NUMBER 8906200263. EXCEPT ANY PORTION
THEREOF LYING WITHIN THE ABOVE DESCRIBED MAIN TRACT.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
VERTICAL DATUM
NA VD 88
MAGNETIC NAIL & SNOHOMISH COUNTY TAG. WGS
SURVEY DATA WAREHOUSE DATABASE ID 17847.
ELEVATION=210.54'
SURVEY REFERENCES
(R1) CITY OF EDMONDS BOUNDARY LINE ADJUSTMENT - AFN
202006145004
(R2) CITY OF EDMOND SHORT PLAT NO S-9-89- REC NO.
8906200263
LEGEND
• SET 1/2" X 24" REBAR W/CAP STAMPED 'PCS 37536"
O EXISTING REBAR W/CAP, AS NOTED
}( SET NAIL AND WASHER STAMPED 'PCS 37536"
OFOUND CONCRETE MONUMENT AS NOTED
RIGHT OF WAY CENTERLINE
CORNER SECTION NOT FOUND, CALCULATED POSITION
❑ CATCH BASIN
M POWER METER
m WATER VALVE
FIRE HYDRANT
Ell WATER METER
Q SANITARY SEWER MANHOLE
o MAILBOX
Z ELECTRICAL JUNCTION BOX
-0- UTILITY/POWER POLE
GUY ANCHOR
^� CONIFEROUS TREE
0 DECIDUOUS TREE
F FIR
H HEMLOCK
M MAPLE
MADR MADRONA
RECEIVED
Jun 05 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
I