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PIN43530-0046Pwner of record Robert s pearsonSite Address 6002 156TH AVE NE 98052Redmond WashingtonLegal Willowmoor Heights Add. S 84 ft of W 200 ft LotReference Plat Doc# 1072883

6002 156thAve NERedmond Washington

Prepared for Satvir Randhawa

SITUATE AT

SE 1/4, SEC.11, TWP. 25 N.,RGE. 5E., W.M.CHECKED BY:

CTC

JOB NO:19-002

SHT

OF

Existing ConditionSurvey Map

WILLOWMOOR HEIGHTS ADDITION PORTION OF SE 1/4 SECTION 11, TOWNSHIP 25 N.,

RANGE 5E., W.M.KING COUNTY, WASHINGTON

SCALE: 1"=20'

Camp Land Surveyors PLLC1137 Naval AveBremerton Washington 98312701.339.1508

DRAWN BY: TVWDATE: 12/26/2018 ,Rev April19 desc

CHECKED BY: CTC

SURVEYOR'S CERTIFICATETHIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY MEUNDER MY DIRECTION IN CONFORMANCE WITH THEREQUIREMENTS OF THE SURVEY RECORDING ACT ATTHE REQUEST OF SATYIR in Dec. 2018.

___________________________________CHARLES T. CAMP, PLSWASHINGTON REGISTRATION NUMBER 45151

AUDITOR'S CERTIFICATEFILE FOR RECORD THIS _____ DAY OF________________________200__ AT THE REQUEST OF CHARLES T. CAMP PLS__________________________________________________COUNTY AUDITOR

SURVEY NO__________________________________________

AUDITOR'S FILE NO______________________________________

VOL__________________ PAGE_________________________

Basis of bearings per plat WillowmoorHeights AdditionProperty area16,799+ sf

Reference is had to Title ResourcesGuaranty Company's , Title insurancecommitment #RC-=40211500 havingan effective date Dec 31, 2018 8:00amall easements referenced in schedule Bsection 2 have been plotted(none)

Utilities other than those shown mayexist on this site. Only those utilitieswith evidence of their installationvisible at ground surface are shownhereon

Topography by field location. 1 footcontour interval.

All distances are in feet (US Surveyfeet).

This is a field traverse survey. ATopcon 1-second electronic totalstation was used to measure theangular and distance relationshipsbetween the controllingmonumentation as shown. Closureratios of the traverse met orexceeded those specified in WAC332-130-090. All instruments andequipment have been maintained inadjustment according tomanufacturers' specifications.

This survey was prepared for theexclusive use of Satvir Randhawa .Rights to rely on or use this surveydo not extend to any unnamed partywithout express re certification bythe professional land surveyor whoseseal appears hereon.

SET REBAR AND CAP "CTC 45151"

SURVEY MONUMENT (AS NOTED)

LEGEND

Vicinity Map No Scale

SITE

N/F David E. LevinN/F Cornell+Rodica Petrisor Cornel+Mariana

Ciceu

N/F Glen P Huntington

N/F Glen P Huntington8" PVC San Sewer

8" di Water

8" d

i Wat

er

Vertical Datum NAVD88Bench MarksCity of RedmondCOR 9130 elev 261.50 2" diameter brass disc set in the southeast corner ofconcrete power vault in the northwest quadrant of theintersection of the NE 60th St. and 156th Ave. NE. Stamped "City of Redmond9130, 2009"COR 9116 elev 341.82Punch mark in 3" diameter brass disc in concrete base for atraffic signal pole in the northeast quadrant ofthe intersection of 156th Ave. NE and NE 40th Street. Stamped "City ofRedmond BM 90

Horizontal Datum WA SPCS NorthNAD 83 (91)Reference monumentsGPS 90-3F3 AT 148th Ave NE , 500' South of NE 61 St monument is a nail with a punch mark setin the top of a 3.5 ”square conc. post inside a cast 8 ” case with Redmond mon written on the lid .alum block is bolted on the inside of the case with the inscription “City of Redmond horizontal control

on the side and GPS90 3F3 on the top

GPS 90-3F4 AT 148th Ave NE ,400' North of NE 76 St monument is a 3" dia brass disc inscribedwith city of Redmond public works,do not disturb stamped with GPS903F1 set in conc. base insidea cast 8” case with WSdot mon written on the lid . alum block is bolted on the inside of the case with

the inscription GPS903F1/red 3F3

Utility data taken fromCity RedmondAs-Built plans and is unverified bysurvey Contractor toverify grade and locatioin

C:\Users\charlescamp\Dropbox\PROJECTS AND JOBS\job file 2019 GOOD\19-002 satvir\site survey.dwg, Layout1, 6/30/2019 3:55:06 AM,PDF Complete, 1:1