APPROVED ENG REVIEWED BLD2023-1195 UNLOCKED Site Plan1— — — — — — — — — — — — — — '_". tail:. , 1/'L'
1 Reviewed by R_ `o „�/C 5 /�
City of Edmonds 1 / \
Planning Division ; / s
'-------------- ' / 57
"Nothing in this permit approval process shall be interpreted as
allowing or ni in the maintenance of any currently existing
illegal nonconfoforming orside the swietl building, mit p Ih orsite
condition which is outside the scope of the permit application,
regardless of whether such building, structure or condition is hr°
shown on the site plan or drawing. Such buildinementstmctumacts or 2 v
condition may be the subject of a separate enforcement action.'
MERIDIAN
/ PLAT
ay
GRAPHIC SCALE
\ Cootie/ 55 9 / = en lle Bch M-20 0 'o 20
Eev. n4 1
El209.51 on
Rebor (IN FEET)
{^ / 1 inch = 20 f t.
a
LEGAL DESCRIPTION
j Jo:'vi, ALL THAT PORTION OF TRACT 90, PLAT OF TALBOT PARK,
o�y AS RECORDED IN VOLUME 12 OF PLATS. PAGE 107,
wR,o
`e, 600„ RECORDS OF SNOHOMISH COUNTY, WASHINGTON,
?9„ tq DESCRIBED AS FOLLOWS:
I•.\ 7. BEGINNING AT THE MOST WESTERLY CORNER OF SAID
s, TRACT 90:
�"R r SO THENCE S 45'43' E, A DISTANCE OF 109.0 FEET; THENCE
c°p,15 h\ \ N 44'17' E. PARALLEL TO THE NORTHWESTERLY LINE, A
DISTANCE OF 123.42 FEET; THENCE N 51'41'50" W, A
G, oao /r ti m� DISTANCE OF 109.50 FEET TO A POINT ON THE
NORTHWESTERLY UNE THEREOF; THENCE S 44*17' W
Found MIC. 1 1/2' / 5y yyP ••\ l s 10. `9 °d'o ALONG THE NORTHWESTERLY LINE, A DISTANCE OF 112.0
eras, top w/ 'x' s / r \ 5t' \\ y s' r s0' FEET TO THE POINT OF BEGINNING.
T o
° °p �' s,2' ° o.ar E & 1.88' " TREE DESCRIPTIONS
aew J3' oyE PaOB 30, B Birch (Betula) D Deciduous P Pine (Pious)
Set ReborPw) & Cco OF Douglas Fir (Pseudotsugo menzfesii)
a'ti 90 LS 30561
'1 - P2,1 <� > \ se><°9j �i\ ' ,o\ o H Hemlock (Tsugo) S Spruce (Picea)
orJ� oso / WR Western Red Cedar (Thuja plicate)
His
/ m 210— -- ", °. / e rae
—ti SURVEY NOTES
INSTRUMENT USED: SOKKIA SET 5 EDM
/ 1 ENGINEERING DIVISION METHOD USED: FIELD TRAVERSE
found MIC. Nail \\ \:\ �\' — — \ APPROVED AS NOTED Recessed in Lead APPROXIMATE POINT ACCURACY: t0.05'
/ F�O� \,� ' —
0— 0 8. 1 3' SE
—y0/19/2023 SURVEY MEETS OR EXCEEDS STATE STANDARDS PER WAC
a / 332-130-090.
o H
eaosiory corvTaol nrvo ORnwnOe MONUMENTS SHOWN HEREON WERE VISITED ON MARCH 25.
R9
°O- NO NEW IMPERVIOUS SURFACE 2005.
a-2ta— G�Cy AREA. THE INFORMATION SHOWN ON THIS MAP REPRESENTS THE
REPAI R OF CRACKED GARAGE RESULTS OF A SURVEY MADE ON THE INDICATED DATE
\ FLOOR AND REPLACEMENT OF AND CAN ONLY BE CONSIDERED AS THE GENERAL
Set Rebor & Cop DAMAGED SIDING. EXISTING CONDITION AT THAT TIME,
Lot 89 LS lose,. " Dfi,e1 Fence corner
029' E & 0.31' N NO EASEMENTS RESTRICTIONS OR RESERVATION OF
cy
Sx Z� RECEIVED AREOSRD HOWN CH WOULD BE DISCLOSED BY A TITLE REPORT
VERTICAL DATUM — ASSUMED
u300• 16
49
Sep 25 2023 CONTOUR INTERVAL — 2 FEET
B LD2023-1195 CITY OF EDMONDS suRVEr IH THE
DEVELOPMENTSERVICES N.W. 1/4, S.E. 1/4 SEC. 7 TWP. 27N., RGE. 4E., W.M.
RECORDING CERTIFICATE SURVEYOR'S CERTIFICATE oE�of w;a��o� RECORD OF SURVEY DARAWNBY:
Filed for record this _day of This reap represents a survey made by me or SHEET
-' Hank Saffold CNECIQD-
20__at_____.M in Volumeof Surveys under my direction in conformance with the E.
on Page_, Records of SNOHOMISH County, requirements of the Survey Recording Act at a 8008 Tolbot R000 OF
Washington at the request of BRENT EBLE the request of_H2OK5 AFFOLD mq �38' ,6 Edmonds, WA 98026 PROJECT:
APRIL `xtsrEe Sg 044•:V
c �4Y0 EMERALD LAND SURVEYING, INC.
Auditor Deputy Auditor DATE:
Pu Y Certifi<ote umber 30581 c %x� rs .iu.c w, zms PO BOX ��694 MILL CREEK, ww 9E092 PH. (426) 339-719! 4 a 01