REVIEWED BLD2022-1319+Survey_-_Boundary_and_Topographic+9.30.2022_3.06.36_PM+3139508SW 1141 NE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
FD. CONC. MONUMENT IN CASE
W/INVERT NAIL
INTX C/L 228TH ST SW & 84TH AVE W
'° — —
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APN: 00576700002501
M. WERBER
23425 84TH AVE W
25.00'
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440.75'
214.00'
APN:00576700002508
EDMONDS LUTHERAN CHURCH
8215 236TH ST SW
>T 8 LOT LINE ADJ. PLN2018-0027
AFN:201809215002
440.73'
665_04_
FD. MONUMENT IN WATER VALVE CASE
W/4" BRASS DISK MKD "CITY OF EVERETT"
INTX 236TH ST SW & 84TH AVE W
HELD AS CENTER OF SECTION
LEGEND
x PK NAIL FOR CONTROL
FOUND MONUMENT IN CASE
O FOUND IRON PIPE AS NOTED
0 FOUND REBAR AS NOTED
-7- BASKETBALL HOOP
ED CATCH BASIN
W WA TER VALVE
® IRRIGATION CONTROL VALVE
CULVERT END
0D STORM DRAIN MANHOLE
n SIGN POST
0S SEWER MANHOLE
ALDER TREE
CEDAR TREE
FIR TREE
S_89'06'16" E
228TH ST SW 2669.31'
APN:00576700002507
R & R KLEVEN
8306 234TH ST SW
-0-POWER POLE
MAPLE TREE
GUY ANCHOR
WATER FAUCET
X X X X x FENCE LINE
POWER LINE
ss SEWER LINE
SD STORM DRAIN LINE
RIGH T- OF- WA Y
PROPERTY LINE
RIGHT-OF-WAY CENTER LINE
- - SECTION LINE
ur TELEPHONE LINE
WATER LINE PER A/B NOT LOCATED
t30 29
31 32
CALCULATED PER EDMONDS LOT LINE
ADJUSTMENT AFN 201809215002
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FD. REBAR W/CAP 194.58'
MKD "EMERALD PLS 30581" \ FD. REBAR W/CAP
0.35' N FD. REBAR W/CAP MKD "RMA LS X4561X"
MKD "EMERALD AT CORNER
PLS N OF
.35' N OF LINE
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EDMONDS LUTHERAN CHURCH
LOT A LOT LINE ADJ. PLN2018-0027
AFN:201809215002
S_89'06'16" E
228TH ST SW 2669.31'
APN:00576700002507
R & R KLEVEN
8306 234TH ST SW
-0-POWER POLE
MAPLE TREE
GUY ANCHOR
WATER FAUCET
X X X X x FENCE LINE
POWER LINE
ss SEWER LINE
SD STORM DRAIN LINE
RIGH T- OF- WA Y
PROPERTY LINE
RIGHT-OF-WAY CENTER LINE
- - SECTION LINE
ur TELEPHONE LINE
WATER LINE PER A/B NOT LOCATED
t30 29
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CALCULATED PER EDMONDS LOT LINE
ADJUSTMENT AFN 201809215002
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MKD "EMERALD AT CORNER
PLS N OF
.35' N OF LINE
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LOT A LOT LINE ADJ. PLN2018-0027
AFN:201809215002
WATER LINE PER A/B NOT LOCATED
t30 29
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ADJUSTMENT AFN 201809215002
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FD. REBAR W/CAP 194.58'
MKD "EMERALD PLS 30581" \ FD. REBAR W/CAP
0.35' N FD. REBAR W/CAP MKD "RMA LS X4561X"
MKD "EMERALD AT CORNER
PLS N OF
.35' N OF LINE
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AFN 201906180651 W
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EDMONDS LUTHERAN CHURCH
LOT A LOT LINE ADJ. PLN2018-0027
AFN:201809215002
S 88'S
N 88'5
14
FD. REBAR MKD
"CON 41299" LJL4 I 194.34'
236TH ST SW
N 88 55'50" W (BASIS OF BEARING)
2660.17'
FOR DETAIL - SEE SHEET 2
TOP OF SLOPE
TOE OF SLOPE
BREAK LINE
c c GAS LINE
ry CABLE TV/COMMS
— — — EASEMENT
— --- — ••• — DITCH
ROCKERY
— — — GRAVEL DRIVEWAY
0 ASPHALT PAVING
CONCRETE SIDEWALK
BUILDING
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MKD RMA LS4561",
0.33' E
0
1995.13'
FD. MONUMENT IN CASE "
W/BRASS DISK AND PUNCH
INTX 236TH ST SW & 76TH AVE W
EAST 114 CORNER SECTION 31
I QUARTER CORNER FOUND
SECTION CORNER CACL'D
FIRE HYDRANT
® WA TER METER
Qw WATER MANHOLE RECEIVED
10/7/22
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
SURVEYORS
NARRATIVE,:
THE BOUNDARY FOR
THIS SURVEY IS BASED ON CITY OF EDMONDS
BLD2022-1319 -A
LOT LINE ADJUSTMENT, NO. PLN2018-0027, SNOHOMISH COUNTY
BLD2022-1320- B
AUDITOR'S FILE NO.
201809215002.
BLD2022-1321 -C
BLD2022-1322- D
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INDEX KEY
T27N—R4E
1 " = 50'
0 25 50 100
BASIS OF BEARING:
CENTERLINE OF 236TH ST SW BEARS
BEARS NORTH 55 55'50" WEST
PER CITY OF EDMONDS LOT LINE ADJUSTMENT
PLN2018-0027 — AFN: 201809215002
VER TI CAL DATUM
NA VD 88 GEOID 12A
ESTABLISHED BY GPS
BENCHMARKS:
TBM #1: PK NAIL SET Cap NW CORNER OF NORTH PARKING LOT FOR CHURCH ON
PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED
PLANTERS AREA,
ELEV= 459.33'
TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL
DRIVEWAY ENTRANCE TO SITE
ELEV= 458.29'
6`ill:"? wailloyolgF63
1) SURVEY PROCEDURES & EQUIPMENT.
SECTION CONTROL: TOPCON GNSS GR-3 RECEIVERS.
ON SITE CONTROL AND STAKING: TOPCON GNSS GR-3 RECEIVERS AND/OR FIELD
TRAVERSE & 10" TOTAL STATION.
2) THE GPS SURVEY PERFORMED FOR THIS SURVEY MEETS OR EXCEEDS THOSE
STANDARDS CONTAINED IN WAC 332-130-160. THE FIELD TRAVERSES USED IN THIS
SURVEY MEET OR EXCEED THOSE STANDARDS CONTAINED IN WAC 332-130-090.
3) GPS CONTROL: WASHINGTON STATE REFERENCE NETWORK (WSRN) GPS NETWORK.
HORIZONTAL DATUM IS NAD83 (NA2011) EPOCH 2O10.00. VERTICAL DATUM IS
NAVD88 GEOID 12A.
3) DISTANCES ARE IN FEET AND DECIMALS THEREOF.
4) ALL CONTROLLING MONUMENTS SHOWN ARE OF RECORD, ARE LOCALLY ACCEPTED
AS REPRESENTATIVE OF THEIR PURPORTED POSITIONS, AND WERE VISITED DURING
THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED.
5) THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS.
UTILITY NOTE:
ALL UNDERGROUND UTILITY LOCATIONS ARE BASED ON STRUCTURES LOCATED BY
FIELD MEASUREMENTS IN MAY 2021 AND LOCATIONS PROVIDED BY.
APPLIED PROFESSIONAL SERVICES
43530 SE NORTH BEND WAY
NORTH BEND, WA 98045
(425) 888-2590
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
THE SURVEYOR DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE
IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE
LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION PROVIDED. ALL
EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND
VERTICALLY PRIOR TO ANY CONSTRUCTION.
LEGAL DESCRIPTION:
(PER RESCISSION BARGAIN AND SALE DEED RECORDED ON AUDITOR'S FILE NO.
202004070014.)
LOTS A AND B OF CITY OF EDMONDS LOT LINE ADJUSTMENT NO. PLN2018-0027,
RECORDED SEPTEMBER 21, 2018 AS RECORDING NO. 201809215002, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SURVEYOR'S CERTIFICATION:
LOCATIONS SHOWN ON THIS MAP ARE BASED ON A FIELD SURVEY BY HARMSEN AND
ASSOCIATES ON MAY 11, 2021 AND RECORDED IN FIELDBOOK 1232. BOUNDARY
INFORMATION IS BASED UPON CITY OF EDMONDS LOT LINE ADJUSTMENT NO. PLN
2018-0027 RECORDED UNDER AUDITOR'S FILE NO. 201809215002, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON. LOCATION SURVEY WAS PERFORMED UNDER MY
SUPERVISION IN CONFORMANCE WITH APPLICABLE STATE AND INDUSTRY STANDARDS
AT THE REQUEST OF HOUSING HOPE IN MAY, 2021.
6/23/21
RICHARD F. CARPENTER, PROFESSIONAL LAND SURVEYOR (DATE)
REGISTRATION NO. 34137
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I C: \USERS\ROGERL\LOCAL SETTINGS\TEMP\ACPUBLISH_7256\HH 236TH EDMONDS TOPO.DWG 0612312021
UNPUBLISHED WORK COPYRIGHT ® 2021 BY HARMSEN, LLC
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PLANTER --------- _ -
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APN: 005 76 700002508
EDMONDS LUTHERAN CHURCH
8215 236TH ST SW
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0 10 20 40
BASIS OF BEARING:
CENTERLINE OF 236TH ST SW BEARS
BEARS NORTH 55 55'50" WEST
PER CITY OF EDMONDS LOT LINE ADJUSTMENT
PLN2018-0027 — AFN: 201809215002
VER TI CAL DATUM
NA VD 88 GEOID 12A
ESTABLISHED BY GPS
0
440.73'
SW 1141 NE 1/4, SECTION 31, TOWNSHIP
4. 7-
/ 6' VERT. BOARD WOOD /
S 885'54" E
440.75'
ell
GRASS
PLANTER
27 NORTH, RANGE 4 EAST, W. M.
FD. REBAR W/CAP
MKD "EMERALD PLS 30581 " 0.35' N DOUBLE CHERRY I ,
FD. REBAR W/CAP 6 VERT. BOARD WOOD 11" & 12" FD. OPEN IRON PIPE, 0.3 N
0.7' MKD "EMERALD PLS 30581 " 0.35' N FD. REBAR W/CAP MKD "RMA LS 4561 "
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TRIPLE MAPLE
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6' VER T. BOARD WOOD
APN:00576700002700 ET AL
PARK EDMONDS APT LLC
8123 236TH ST SW
RE4EIVED 236TH ST SW -
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