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20TH.STREET S.E.
<br /> _ _ - NaC s7 1ow zas4.43 . _ INDEX MAP
<br /> -953._3• ( . _._.,rt_..
<br /> — e3s3 —iatiz7
<br /> CALCULATED NORM OUARIEIt CORNERI g \''.-.",,,.....-11, CALCULATED NORTHEAST CORNER OF NW1/4 -NEi/4-
<br /> OF SECTION T BASED ON PUT OF "', ) SECTION 30 BASED ON PLAT OF
<br /> CRESTUNE ESTATES NO.II, NBC 37'10w D 1/2'NE ESTATES NO.11, O
<br /> AFT!9002285002
<br /> 63.45' (F AFH AYES NS002 30
<br /> [ .;i RECOVERED 1/2'
<br /> "13041 k CAP
<br /> RECOVERED 1/2 --I� •13041•,0 GRADE $W1/4 $E1/4
<br /> REBAR,&CAP a�I\ '^ BOARD FENCE.
<br /> '13041'.0 GRADE k`—BOARD FENCE, r:•`,J 0.7'WEST OF UNE
<br /> i.o'FAST OF ,-,..1 25'EMERGENCY SECTION 30.
<br /> • UNE IIS ACCESS EASEMENT TWP.29N., RGE.BE,W.M.
<br /> 'I i'`,1 AEN-9002295002
<br /> X t;: .l
<br /> o S, [ .H
<br /> I S{
<br /> p 20.574 S.F.
<br /> =: 1 a
<br /> IN R
<br /> • BOARD FENCE. [''`'-[
<br /> N 1.9'EAST OFi
<br /> UNE [•`:-11
<br /> Ha RECOVERED 1/2'REBAR,
<br /> 2 k CAP 13041'.6' ['';'1
<br /> BELOW GRADEDE. I S.:W ru3'SOUTHCOF [.'..NE 30.29'
<br /> � 1/BOa1A'RSOUTH D COF E. .- 57' FENCE.
<br /> UNE R40 0 40
<br /> II MIMI=
<br /> ! 0.1 WEST F UNE
<br /> — — Nag'S7'JON/ 14 09' '7.'..7-.'.. 1 D— — iIn In
<br /> - �� UNE NBC 57 10w I •926_ .� CAPPED VENT PIPE Scale 1 " = 40'
<br /> g RECOVERED
<br /> CAP,0 GRADE 1P j5 ~„_^ LEGEND
<br /> r. jN E GE F ASPHALT
<br /> LANDSCAPED DRNEWAV,4.2' :.:RECOVERED MONUMENT AS NOTED(APRIL 2019)
<br /> 1,to AREA g S EAST 6F UNE 0 RECOVERED RERAN AS NOTED(APRIL 2019)
<br /> • 1P'
<br /> $8 PARCEL75 S.F. •SET 5/13x 24'REBAR WITH CAP
<br /> S- STAMPED'MEIRON Ls 20087•(APRIL 20TH)
<br /> nBASIS OF BEARING
<br /> CENTER UNE OF 110TH DRIVE S.E BEARS NORTH I'59'59"EAST.AS MONUMENTED AND
<br /> ,i AS SHOWN HEREON AND AS SHOWN ON PLAT OF CRESTUNE ESTATES NO.II.RECORDED,� UNDER AUDITOR'S FILE NO.9002285002.
<br /> \/ 145.12' -.v
<br /> SW 57't00: �N&• 1Jfi 1B RESEARCH
<br /> / .'---.&,;'2. \00 ?TY RECOVERED PUNCH LARK IN 1-3/4" PIAT OF CRESTUNE ESTATES NO.II AFN 9002285002
<br /> / I 1 - I BRASS DISC IN 4•X4'CONCRETE
<br /> LJ MONUMENT.0.3'BELOW GRADE,IN LEGAL DESCRIPTION
<br /> V• MONUMENT CASE.VISITED APRIL 2019 PARCEL A
<br /> 15 LOT 15,CRESTUNE ESTATES NO.II.ACCORDING TO THE PUT THEREOF
<br /> p� :$
<br /> .s RECORDED OFIN SNOHOMISH
<br /> SO OF PUTS.PAGES 108 THROUGH 111,INCLUSIVE,
<br /> \ R 0 / ,�(1R RECORDS SNOHOMISH COUNTY.WASHINGTON.
<br /> V' EXCEPT THAT PORTION F SAID LOT 15 LYING NORTH OF THE SOUTH UNE OF
<br /> I THE NORTH QUARTEROF 274.00 FEET OF THE NORTHEASTSECTION 30.
<br /> TOWNSHIP 29 NORTH.RANGE 6 EAST OF THE WILLAMETTE MERIDIAN.
<br /> RECOVERED 1-3/4'BRASS DISC
<br /> IN 4•X4•CONCRETE MONUMENT. SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON.
<br /> YIELD PROCEDURES AND INSTRUMENTATION 0.3'BELOW GRADE,IN MONUMENT
<br /> WAC 332-130-090 FIELD TRAVERSE STANDARDS FOR LAND BOUNDARY SURVEYS:THIS LOUD GSE.VISITED APRIL 2019 MULTI
<br /> THAT PORTION OF LOT 15.CRESTUNE ESTATES NO.U,ACCORDING TO THE PUT
<br /> BOUNDARY SURVEY WAS CONDUCTED USING FIELD TRAVERSE TECHNIQUES INCORPORATING -
<br /> THEREOF RECORDED IN VOLUME 50 OF PLATS,PAGES 106 THROUGH 111.
<br /> DIRECT.INDIRECT AND INVERSE MEASUREMENTS THAT MEET THE MINIMUM STANDARDS F 22ND STREET S.E. INCLUSIVE,RECORDS OF SNOHOMISH COUNTY,WASHINGTON,LYING NORTH OF
<br /> LINEAR AND ANGULAR CLOSURES AS SET FORTH WAG 332-130-090. THE SOUTH UNE OF THE NORTH 274.00 FEET OF THE NORTHEAST QUARTER OF
<br /> WAC 332-130-100 EQUIPMENT AND PROCEDURES:THE EQUIPMENT THAT WAS USED TO SECTION 30.TOWNSHIP 29 NORTH,RANGE 6 EAST OF TME WILLAMETTE MERIDIAN
<br /> CONDUCT THIS LAND BOUNDARY SURVEY INCLUDED A COMBINATION OF TOTAL STATION �� F. - EXCEPT ANY PORTION LYING WITHIN THE PUBLIC ROAD KNOWN AS 20TH ST.S.E.
<br /> POSITIONING SYSTEM(TSP)AND GLOBAL POSMONINC SYSTEM(CPS).BIASED ON \ ffi �-
<br /> MANUFACTURERS SPECIFICATIONS THE TSP STANDARD LINEAR ACCURACY IS 21111+2 PPM I g SITUATE IN THE COUNTY OF SNOHOMISH.STATE OF WASHINGTON.
<br /> AND ISP STANDARD ANGULAR ACCURACY IS 3 SECONDS.BASED ON MANUFACTURERS
<br /> SPECIFICATIONS TIE STATIC SURVEY ACCURACY OF THE GPS SYSTEM HAS A HORIZONTAL ' / (LEGAL DESCRIPTION FROM EXEMPT SEGREGATION AS RECORDED UNDER
<br /> ACCURACY OF SMM+(1PPM'BASEJNE LENGTH)AND AN AZIMUTH ACCURACY OF 1 ARC i I RECOVERED 1-3/4'BRASS DISC SNOHOMISH COUNTY AUDITOR'S FILE NO. )
<br /> SECOND+(5/BASELINE LENGTH IN KM). I I IN0(4'
<br /> O4CONCRE 1MONUME TME,
<br /> PROCEDURES USED TO ACCOMPLISHF VISITED THIS SURVEY INCLUDED A COMBINATION RADIAL CASE. GET
<br /> APRIL 2019
<br /> 0 QONUM
<br /> MEASUREMENTS,OPEN TRAVERSE AND CLOSED TRAVERSE METHODS. I I A.F.N. REV 00 VSW 5-1-2019
<br /> SURVEYOR'S CERTIFICATE AUDITOR'S CERTIFICATE RECORD OF SURVEY
<br /> THIS MAP CORRECTLY REPRESENTS - ,, FILED FOR RECORD AT THE REQUEST OF THOMAS E BARRY, M E T R O N OF
<br /> A SURVEY MADE BY ME OR UNDER MY E� THIS DAY OF 2019.AT_ EXEMPT SEGREGATION
<br /> DIRECTION IN CONFORMANCE WITH THE ''��W*�� and ASSOCIATES INC.
<br /> REQUIREMENTS OF THE SURVEY RECORDING /•off MINUTES PAST .M.,AND RECORDED IN VOL LAND SURVEYS, MAPS, AND LAND USE PLANNING FOR
<br /> ACT AT THE REQUEST OF 777 OF SURVEYS• PAGE AF.N. •
<br /> 777, IN JULY 2019. RECORDS OF SNOHOMISH COUNTY,WASHINGTON. 307 N. OLYMPIC, SUITE 205 CITY OF EVERETT
<br /> pp ARLINGTON• WASHINGTON 98223 A PORTION OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4.
<br /> +4o MP. (360) 435-3777 FAX (360) 435-4822 SECTION 30.TOWNSHIP 29 NORTH,
<br /> DATE• f AUDITOR,SNOHOMISH COUNTY Copyright nomad 2019 0 WLro,andAeoebtw.Inc. RANGE 6 EAST W.M.,
<br /> THOMAS E BARRY, P.L.S. 414t 1.841 BY: DATE: APRIL 2019 BY:VAN 'SCALE:r-40' SNOHOMISH COUNTY.STATE OF WASHINGTON
<br /> REGISTERED PROFESSIONAL LAND SURVEYOR
<br /> CERTIFICATE NO. 28067 DEPUTY COUNTY AUDITOR PROJECT NO.19020 F.B. a-29—
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