RESUB1 BLD2022-0561+Survey_-_Topographic+10.19.2022_8.30.19_AM+3172813END MON IN
CASE. HELD
V
NE 1/4, SW 1/4, SEC 31, TWP 27 N, RGE 4 E, W.M.
WATER METERS (TYP)
GAS E&AS —
CB, SOLID LID 4ss.ss g 498.8s 499.8
TOP 495.98'
N89'48'58"E 525�09' �498.80_ D 499.92
495.93J —
�w PAINT MARK
WATER \ EP
TYPE 1 CB
RIM 495.33 \ /
12" RCP IE
E 491.68'
ORIGINAL LOCATES HAD STORM DRAIN LINE
PAINTED IN STREET AS DID THE SECOND
LOCATES IN SEPT OF 2022. 1 LOCATED THE
CB TO THE WEST OF THIS SITE AND FOUND
2 CB'S, ONE IN THE FLOW LINE AND ONE
WITH SOLID LID IN THE SIDEWALK. THE CB
IN THE SIDEWALK HAS A 12" RCP TO THE
EAST. THE PAINT MARKS WERE TO THE CB
IN THE FLOW LINE WHICH DRAINS TO CB IN
SIDEWALK. I HAVE EDITED THE LINEWORK
FOR THE STORM DRAIN.
LEGAL DESCRIPTION
498.
SITE BENCH.
GINNIE ASSUMED
ELEV 500'
FND 1 /2" R/C
ZENOVIC LS
280711 8/13/20
THE WEST 75 FEET OF THE NORTH HALF OF LOT 2 IN BLOCK 9
OF HANBURY'S SOUND VIEW TRACTS AS PER PLAT RECORDED IN
VOLUME 7 OF PLATS, PAGE 20, RECORDS OF SNOHOMISH
COUNTY AUDITOR
SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH,
STATE OF WASHINGTON.
SITE BENCH MARK
GINNIE IN GRAVEL PARKING STRIP APPROX 17' EAST
OF NW PROP COR. ELEVATION: 500' ASSUMED
GENERAL NOTES
PRECISION OF CONTROL TRAVERSE IS AT HIGHER LEVEL
THAN MINIMUM STANDARDS REQUIRED BY WAC
332-130-090.
`500.13
• 500.22
500.73 �
• 50,V2 I
I
500-I
11
• 4
CONIC ISIDEWALK
C'A _
500.31 OVERHEADI POWER e6l.12
o HOUSE FROM SPLICE IN
�� OHP WIRES BETWEEN
1500.6 POLES • 501.56
GRAVEL
WS W
WATER'
500.82
01
METER
75.00'
500.76
• 500.89 • 500.71
- PAINT
MARK
GAS
0 500.55
SIDEWALK
0
GAS
z
METER
O
EX
HSE
Z [499.63 Z'
O500.221-• LOCATION FR M
W SCANNED AS
BUILTS
OBTAINED FROM
SEWER DIST.
L 498.76
• 497.28
FIELD SURVEY CONDUCTED USING A COMBINATION OF GPS
RTK PROCEDURES AND/OR A 5 SECOND DIRECT READING FND 1/2" R/C
TOTAL STATION. METHOD: GPS, TRAVERSE AND RADIAL MEYRING LS 2621
SURVEY. 8/13/20
UTILITIES MARKED IN ROAD AND ADDED SPOT SHOTS 02/05/21 GTC 8�17�20
AS BUILTS OF SIDE SEWER AND ADDED TO DRAWINGS 02/05/21 GTC Sm�°
AS SHOWN
IL TOPOGRAPHIC MAPPING OF NORTH SIDE OF 238TH ST SW 09/06/22 GTC
GTC
GTC
• 497.29
500 LJ
� Q
�\ Q
N0*15'13"W
30.00'
I
W FW DITCH -
TOP RCP 499.97'
INV 1 9" 4A8.8'
SET 1 /2" R/C GTC
LS 30444 8/13/20
PWR POLE
0
n
BLD2022-0561
189.53' 238TH ST SW
FND MON IN
0 CASE HELD
M
U
z
LL
Y
z
J
Z_
Q I
0 PER AS BUILTS BY REID, MIDDLETON & ASSOC DATED
0 SEPT 1967, AN EXISTING SIDE SEWER RUNS ALONG
PROPERTY LINE IN A 10' WIDE EASEMENT TO 84TH AVE
SW. NO RECORD OF SAID EASEMENT HAS BEEN FOUND.
• 498.87-
499.74 �
O
• 498.40
0
0
_
z
J
• 497.79
J
Q
497.973
ILL.
Z Z
O
UI p
;O
• 497.41
(4 0
497.601
9/1 • CHxrsT
CS�O�®oF WAS�I� Sf
® f
GRAPHIC SCALE
15 0 15 30 30
1 INCH = 30 FT.
® 30444 SITE ADDRESS
`�S°°GISTE l�
• 497 8� FND 1 /2" R/C I� ° ®: ° g 4 8422 238TH ST SW
75.00'
WSI LS 16916 NAL LA�� EDMONDS, WA 98026
N 89'49'04"E 8/13/20
REVISED LOT SURVEY
FOR
CHANDLER SHARMA
OWYHEE CONSULTING, LLC
Professional Land Surveyor
Washington • Oregon • Idaho
18520 23rd Dr SE
Bothell, WA 98012
PHONE (206) 713-6939
RECEIVED
Oct 19 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
NO.
20-11
I OF 1
EA- Owyhee LLC\Projects\2020\20-11 Edmonds\Survey\Dwg\Asbuilt\20-11 Topog.dwg, 9/15/2022 8:50:02 PM