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CE18*

40.2

'

27.6'

40.0

'

27.6'

CE24

DS6PARCEL NO.

099300-1325

PARCEL NO.

099300-2255

PARCEL NO.

099300-2257

S88°14'52"E102.22'

S0°40'02"W

56.0

7'

S0°40'10"W

56.0

7'

S88°14'47"E102.51'

DUPLEXFINISH FLOOR =RIDGE HEIGHT =

S88°14'52"E30.01'

N0°40'10"E 663.51'

311.

06'

INTE

RLA

KE A

VE N

BUILDINGOVERHANG

FOUND TACK &WASHER 0.1' NORTHOF A 3.0' OFFSET

SET MAG AT A 3.0'OFFSET

SSMHRIM = 501.74'

INVERT = 489.6'

S88°14'19"E265.05'

N 88TH ST

N0°39'55"E

663.

57'

STO

NE

AVE

N

S88°15'04"E265.00'

N 85TH ST

SSMHRIM = 487.90'

INVERT = 484.5'

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1.

2.

3.

4.

5.

THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT.EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THATARE NOT SHOWN HEREON.

INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND NIKON NIVO 5.C TOTALSTATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SETBY WAC 332-130-090.

THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE INMARCH 2016 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERALCONDITIONS EXISTING AT THAT TIME.

UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUNDOBSERVATIONS AND AS-BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OFUNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEYMAY EXIST ON THIS SITE.

ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISENOTED.

GENERAL NOTES

ACCEPTED A BEARING OF N00°39'57"E ALONG THE CENTERLINE OF STONE AVE N BASEDON FOUND MONUMENTS PER SHORT SUBDIVISION RECORDED UNDER KING COUNTYRECORDING NO. 20131017900012

LEGAL DESCRIPTION

BASIS OF BEARINGS

LOTS 10, 11 AND 12, BLOCK 38, BOULEVARD PLACE ADDITION TO THE CITY OF SEATTLE,ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 2,RECORDS OF SAID COUNTY;EXCEPT THE SOUTH 4 FEET OF SAID LOT 10, ALSO EXCEPT THE NORTH 15 FEET OF SAIDLOT 12;

SITUATE IN THE CITY OF SEATTLE, COUNTY OF KING, STATE OF WASHINGTON.

PROJECT INFORMATION

VERTICAL DATUM & CONTOUR INTERVAL

ELEVATIONS SHOWN ON THIS DRAWING ARE ASSUMED

2.0' CONTOUR INTERVAL - THE EXPECTED VERTICALACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS/ MINUS 1.0' FOR THIS PROJECT.

DATUM

SW 1

/4, S

E 1/

4, S

EC 3

1, T

WP

26N

, RN

G 4

E, W

.M.

201

6, S

ITE

SUR

VEYI

NG

, IN

C.,

ALL

RIG

HTS

RES

ERVE

D

DAT

ER

EVIS

ION

DR

N

ww

w.s

itesu

rvey

map

ping

.com

2192

3 N

E 11

th S

treet

Sam

mam

ish,

WA

9807

4Ph

one:

425

.298

.441

2C

PROJECT NO. 16-072

DRAWN BY: EFJCHECKED BY: TNWDATE: 3/30/16

SHEET 1 OF 1

CW

P C

ON

TRAC

TIN

G85

27 IN

TER

LAKE

AVE

NU

E N

SEAT

TLE,

WA

9810

3

TOPO

GR

APH

IC S

UR

VEY

VICINITY MAPNTS

FOUND MONUMENT AS DESCRIBED

FOUND REBAR AS DESCRIBED

TACK IN LEAD FOUND

SET 5/8" X 24" IRON RODW/1" YELLOW PLASTIC CAP

POWER METER

UTILITY POLE

GAS METER

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

WATER VALVE

FIRE HYDRANT

WATER METER

SIGN

APPROXIMATE LOCATION SANITARYSEWER LINE

APPROXIMATE LOCATION STORMDRAIN LINE

OVERHEAD POWER

OVERHEAD UTILITIES

CHAINLINK FENCE

WOOD FENCE

CONCRETE WALL

ROCKERY

ASPHALT SURFACE

CONCRETE SURFACE

GRAVEL SURFACE

CEDAR

DECIDUOUS

DOUGLAS FIR

MAPLE

PINE

OHU

SD

X

OHP

SS

CE

DS

DF

MP

PI

* INDICATES MULTI-TRUNK

LEGEND

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502

504

504

502

504

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BLVD PL ADD N 21 FT OF 10 ALL 11 & S 10 FT OF 12

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DS6

CE18*

CE24

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