DNS RESUB1 BLD2021-0742+SURVEY+2.4.2022_10.48.52_AM+2662048 2LEGAL DESCRIPTION
(PER PERSONAL REPRESENTATIVE'S QUIT CLAIM DEED RECORDING#
TOPOGRAPHIC
& BONDARY
SURV5
200805210038)
LOTS 1 AND 2, BLOCK 3, THE KELLOGG PLAT TO EDMONDS,
SNOHOMISH COUNTY, WASHINGTON, ACCORDING TO PLAT THEREOF
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RECORDED IN VOLUME 2 OF PLATS, PAGE 42, RECORDS OF SAID
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COUNTY THE PROPERTY IS MORE COMMONLY KNOWN AS 702 CEDAR,
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EDMONDS, SNOHOMISH COUNTY WASHINGTON.
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RIM=170.45'
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IE 12"CONC=164.95'(N.)
IE 8"GONG=167.95'(SW.> ;
E 8"PVC=168.35' SE. T
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BASIS OF BEARINGS
169.90*
THE CENTERLINE OF CEDAR STREET
BEARING = NORTH 89°59'14" WEST PER R2.
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SD
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-� 171.62 172.06
SD SD -SD
CURB 173.02
-SD -SD - -SD-SD SD
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TYPE 1)
CB (TYPE 1)
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RIM=171.24'
RIM=190.18'
REFERENCES
CB (TYPE 1)
a a
a IE 8"PVC=169.09'(NW.)
IE 8"PVC=188.18'(E.)
( IN FEET )
RIM=173.50'
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IE 8"PVC=169.29'(E.)
IE 8"PVC=188.33'(W.)
R1. THE KELLOGG PLAT OF EDMONDS, VOL.2, PG.42, RECORDS OF
1 INCH = 10 FT.
IE 8"CONC- 172.44
0
SNOHOMISH COUNTY, WASHINGTON.
171.05'(NE.)
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R2. RECORD OF SURVEY REC. NO. 201311195004.
5p FOUND MON IN CASE a a
BRASS DISK, DOWN 0.2'
173.37=
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N 89'59'14" W
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DATUM
89.8T
CEDAR S T
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NAVD88, PER CPS OBSERVATIONS.
RIM=174.33'
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=161.83'(C.C.)
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IE 8"GONG=172.67'(N.)
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SURVEYORS NOTES
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1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN
8 5) MAILBOXES ��
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LS# 16190
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SEPTEMBER OF 2020. THE FIELD DATA WAS COLLECTED AND
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RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC
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CED N 59 14" W 5
PROS
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THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD.
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WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN
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FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT
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ELEVATIONS.
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2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE
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COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED.
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DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY
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PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING
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MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED
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BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION
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ON THESE DRAWINGS ARE FOR INFORMATIONAL
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OR CONSTRUCTION PURPOSES, TERRANE IS NOT RESPONSIBLE OR
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LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY
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INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF
ROCKERY 15
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UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE
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(2) 24" DEC
CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE
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SERVICE (800-424-5555).
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ROOF EL=203.5'•
F00 PRIINTHOUSE N80 O
WALL
4. SUBJECT PROPERTY TAX PARCEL NO. 00484500300100.
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82.2 0.4' E
185.9 m .(�0
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5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 6,582 ±S.F.
183.51
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(0.15 ACRES)
CONIC
WALL
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6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
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REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST
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THAT ARE NOT SHOWN HEREON.
7. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD
MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND
(3) MAILBOXES
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BRICK
WALL
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TOTAL STATION AND/OR SURVEY GRADE CPS OBSERVATIONS.
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ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND
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MEET THE STANDARDS SET BY WAC 332-130-090.
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FOUND MON IN CASE
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RETAINING WALL PRO POWER POLE
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BASIS OF BEARING M
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FENCE LINE (WOOD) 0 REBAR & CAP (SET)
N 89.59'14" W 658.74' MEAS (660.00' R1, 658.75' R2)
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G GAS LINE �792 / ROCKERY
89.87' 30.00'
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ROW
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188.73 X Z 0•1' W
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HEDGE FOLIAGE LINE SIGN (AS NOTED)
►�� MONUMENT IN CASE (FOUND) STORM MANHOLE
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FOUND REBAR/CAP
...LS# 16190
0.05'N & 0.01'W OF
COR
196 .-
JOB NUMBER:
DATE:
12 01667
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DRAFTED BY:
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CONTROL MAP .' :'.., m M
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CHECKED BY: JGM/TBR
SCALE: 1" = 10'
REVISION HISTORY
--
STEEP SLOPE/BUFFER
DISCLAIMER.
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Spruce St
THE LOCATION AND
EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR
RES U B
INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR
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CONSTRUCTION. THE
GENERAL OBSERVATIONS
PUBLIC DOCUMENTS;
PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR
ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE
AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR
( SS�
Feb 04 2022
CITY OF EDMONDS
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THE ACCURACY OR
THE LIMITS AND EXTENT
COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY,
OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR
SSMH
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DEVELOPMENT SERVICES
BLD2021-0742 DEPARTMENT
RIM=181.43
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OTHER DESIGN OR
BY THE REVIEWING
CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED
AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR.
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IE 8"CONC(N./S./E.)
SHEET NUMBER
=176.43'(C. C. )
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