FOR REFERENCE BLD2022-0533+TOPO & SURVEY+4.26.2022_4.17.03_PM+2829020LEGAL DESCRIPTION
TRACT 97, PLAT OF PINECREST, ACCORDING TO THE PLAT THEREOF
RECORDED UNDER VOLUME 13 OF PLATS, PAGE 55, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
BASIS OF BEARINGS
N 00°20'56" W BETWEEN SURVEY MONUMENTS FOUND ON THE
CENTERLINE OF 95TH AVE. W., PER GPS OBSERVATIONS, WASHINGTON
STATE PLANE COORDINATE SYSTEM, NORTH ZONE.
REFERENCES
R1 PINECREST, RECORDED IN VOL. 13 OF PLATS, PG. 55.
R2 RECORD OF SURVEY, RECORDED UNDER AFN 200510065386.
ALL IN RECORDS OF SNOHOMISH COUNTY.
VERTICAL
NAVD(88) PER GPS OBSERVATIONS.
SURVEYOR'S NOTES
1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN
DECEMBER OF 2020. THE FIELD DATA WAS COLLECTED AND
RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC
THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD.
WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN
FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT
ELEVATIONS.
2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE
COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED.
3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS
DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY
OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE
PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING
MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED
BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION
SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL
PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN
OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR
LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY
INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF
UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE
CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE
SERVICE (800-424-5555).
4. SUBJECT PROPERTY TAX PARCEL NO. 00544300009700.
5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 17,148 ±S.F.
(0.39 ACRES).
6. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE
PROPERTY DESCRIBED IN CHICAGO TITLE COMPANY, COMMITMENT
NO. 500101418, WITH AN EFFECTIVE DATE OF JULY 24, 2020
AND THAT ALL EASEMENTS, COVENANTS AND RESTRICTIONS
REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM A
PHYSICAL INSPECTION OF THE PROPERTY OR OTHERWISE KNOWN
TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS
TO THEIR EFFECT ON THE PROPERTY.
7. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD
MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5—SECOND
TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS.
ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND
MEET THE STANDARDS SET BY WAC 332-130-090.
Edmonds
Presbyterian Church 9
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2261tt PI sw SITE
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omonds Way
. ' Westgate Chapel
The Cascadian
' 9 in Edmonds
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SCHEDULE
1. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS,
EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING
SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF
ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY,
INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE,
COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS,
MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN,
ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE
STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID
COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW,
AS SET FORTH ON THE PLAT OF PINE CREST:
RECORDING NO: 982137 (CURRENT CONDITIONS SHOWN).
LEGEND
ACU ❑
AC UNIT
AREA DRAIN
0
ASPHALT SURFACE
BUILDING
CENTERLINE ROW
SCOO
CLEANOUT
CULVERT PIPE
0
CONCRETE SURFACE
RETAINING WALL
DECK
X X
FENCE LINE (CHAIN LINK)
-0
FENCE LINE (WOOD)
d
FIRE HYDRANT
G
GAS LINE
Q
REBAR AS NOTED (FOUND)
4� MONUMENT IN CASE (FOUND)
G ❑
GAS METER
GRAVEL SURFACE
INLET (TYPE 2)
0
INLET T-1 (SOLID)
❑�
INLET (TYPE 1)
®
MAILBOX (RESIDENTIAL)
PAVER SURFACE
PH ❑
POWER HAND HOLE
P ❑
POWER METER
P
POWER (OVERHEAD)
0
REBAR & CAP (SET)
SD
STORM DRAIN LINE
T
TELEPHONE (OVERHEAD)
SIZE TYPE O
TREE (AS NOTED)
W
WATER LINE
WM u WATER METER
STEEP SLOPE/BUFFER DISCLAIMER:
THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR
INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR
CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR
GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE
PUBLIC DOCUMENTS; AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY,
THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR
OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED
BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR.
FOUND MON IN CASE
TACK/LEAD, DOWN 1.0'
30'
ROW
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LOT 108 LOT 79
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LOT 106 LOT 811
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FOUND MN INN �
228 TH S T SW TACK/LEAD, DOWN AS2
FOUND MON IN CASE
BRSS DISK, DOWN 0.2'
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N 88'44'12" W 416.66' MEAS. (416.60' R1)
CONTROL MAP
N.T.S.
INDEXING INFORMATION
N
4
NE 4
SW*
S
4
SE 1 /4 SE 1 /4
SECTION: 25
TOWNSHIP: 27N
RANGE: 03E
COUNTY: SNOHOMISH
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JOB NO.: 202338
DATE:
12/31 /20
DRAFTED
BY: GKD
CHECKED
BY:JGM
SCALE:
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T
TELEPHONE (OVERHEAD)
SIZE TYPE O
TREE (AS NOTED)
W
WATER LINE
WM ❑ WATER METER
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INDEXING INFORMATION
N
4
NE 4
SW4
S
4
SE 1 /4 SE 1 /4
SECTION: 25
TOWNSHIP: 27N
RANGE: 03E
COUNTY: SNOHOMISH
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JOB NO.: 202338
DATE: 12/31 /20
DRAFTED BY: GKD
CHECKED BY:JGM
SCALE: 1 " = 10,
2 of 2
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