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<br /> SURVEY MAPS AND PLANS FOR .. .
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<br /> GREENFIELD PARK, .. .. •
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<br /> A SINGLE FAMILY CONDOMINIUM ; ... ... •• f. ...• •• :.
<br /> - II PORTION OF TFIE NW 1/4 OF THE NE 1/4,SECTION 19,T.28 N.,R 05 E,W.M.
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<br /> SNOHOMISH COUNTY,WASHINGTON
<br /> ...0-.., NE CORNER SECTION 19 . •••
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<br /> FOUND PUNCH MARK IN 3"BRASS DISK IN CONC
<br /> MON IN CASE IN INTERSECTION 19TH AVE SE&
<br /> 100TH ST.SE,DOWN 1.50',(4/10/06)
<br /> SCALE:1"=60' -6- 7 MAG/TAG).-THM A TAX PARCEL NO.,.i ..
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<br /> 2 1 " ' • •. •
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<br /> 28-0519-001-017, • FOUND 12RNSPKE IN ..:
<br /> 0 30 my NO
<br /> 120' ELEV,502.30.
<br /> • • ASNHALT(04/12./06.).
<br /> 3".28 E 345.00 •
<br /> 3 , .. • . 0.31?X 0.14V OF
<br /> CAL'CORNER POSITION
<br /> .0'
<br /> DA TIM:
<br /> '. • •• : .•
<br /> :T. .
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<br /> HORIZONTAL DATUM: NAD 83/91
<br /> 3 ......., . .•
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<br /> ESTABUSHED BY HOLDING SNOHOMISH2
<br /> COUNTY SURVEY •••
<br /> CONTROL POINTS NO.S SLED&SC9403'F,55 /.•
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<br /> COORDINATES ASSOCIATED WITH THIS DRAWING ARE PROJECT ..'-'M • • •
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<br /> COORDINATES WHICH MAY BE CONVERTED 70 STATE PLANE •• .• • . , •
<br /> GRID COORDINATES BY SUBTRACTING 100.000 METERS 75-1'7., .
<br /> . . • ', '„ l•':. '• '..•
<br /> (328,083.3333 FEET).THEN MULTIPLYING BY 0.99929456239. 0.- • • •.
<br /> THE INITIAL COORDINATE CONVERSION WAS PERFORMED USING .
<br /> g'I'l ,
<br /> • . .
<br /> . I . .
<br /> LEICA SKI-PRO
<br /> 85,e.,, A' '., ... •.
<br /> V.3.0 SOFTWARE.
<br /> TAX PARCEL NO. .
<br /> . ." •
<br /> VERTICAL DATUM:RAND 88 28-0518-004-018 2 . •.
<br /> ELEVATIONS OF THE CONTROL POINTS WERE DETERMINED '.1C- ... .. •• . .• ., .
<br /> • •
<br /> USING GPS MEASUREMENTS OBTAINED WITH LEICA SYSTEM 500 0 .F.'-', • '. '.
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<br /> GPS RECEIVERS.THE EWPSOIDAL HEIGHTS MERE 010 ;
<br /> .. . % .. A ••
<br /> TRANSFORMED TO ORTHOMETRIC ELEVATIONS USING THE
<br /> S:* •. ..•
<br /> NATIONAL GEODETIC SURVEY 0(00198 CONVERSION SOFTWARE. t
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<br /> ORIGINATING BENCHMARK: 1" : •1 • • •
<br /> SNOHOMISH COUNTY#266 EAST 4 CORNER 31 •
<br /> • • • •
<br /> PUNCH IN r BRASS DISK IN CASE. 04 .. . A''
<br /> 1.65'DOWN IN CASE,IN INTERSECTION OF 19TH AVENUE SE
<br /> AND 108Th STREET SE 3 • • • •
<br /> TAr ..
<br /> ELEVATION=460.12' b 1,, • ,,
<br /> Rget A. •' : . '. 7,
<br /> -2 .. ,
<br /> Tem p ,
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<br /> AVG/TAD IN ASPHALT ROAD FOR APARTMENTS EAST OF SITE. ir''' '.'11 • •
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<br /> POINT FALLS 6.00 EAST FROM WEST EDGE OF ASPHALT AND .
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<br /> 12.50 SOUTH OF NORTH EDGE OF ASPHALT AND 17.00'SE
<br /> - .. . .....•
<br /> FROM THE NE CORNER BLACK STEEL FENCE 7.00'HIGH. / ...
<br /> ELEVATION=502.30' '
<br /> 1 • • 3
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<br /> THM 00
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<br /> El
<br /> REBAR&TRIAD CONTROL CAP 0.10SOUTH OF THE SE . .
<br /> CORNER CONCRETE WALK RAMP ON SOUTH SIDE.POINT FALLS TAX PARCEL NO. PI . .
<br /> ±5.00'WEST OF WEST EDGE ASPHALT PEDESTRIAN TRAIL. 28-0518-004-025 . : •
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<br /> ELEVATION-....480.47' 7 Z3 t • • .'. . i.
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<br /> aURVEL1IBIEB . •
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<br /> 1. EASEMENTS AND LEGAL DESCRIPTION ,.• •• , • . •
<br /> ..
<br /> SHOWN ARE BASED ON UNITED GENERAL _ _ _ _.• . , S • TAX PARCEL NO.
<br /> TITLE INSURANCE COMPANY POLICY OF •
<br /> „ • 28-0519-001-017
<br /> TITLE INSURANCE FILE NO.8003-215508, . • . • •
<br /> DATED APRIL 17,2006 AT 8:00 A.M. i •
<br /> TOGETHER WITH ADDITIONAL INFORMATION ... .
<br /> • • 1
<br /> PROVIDED BY THE DECLARANT. : . • • • .1 .
<br /> .......• .
<br /> 2. PRIMARY CONTROL POINTS AND
<br /> TAX PARCEL NO •. . .
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<br /> ACCESSIBLE MONUMENT POSITIONS WERE .
<br /> • • •
<br /> FIELD MEASURED UTILIZING GLOBAL 28-051214,016 1 : ". •
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<br /> POSITIONING SYSTEM(GPO)SURVEY • • . • ...
<br /> TECHNIQUES USING LEICA SYSTEM 500 .. •
<br /> EQUIPMENT. MONUMENT POSITIONS THAT .. •
<br /> ... .,.
<br /> WERE NOT DIRECTLY OBSERVED USING 15'ELLTRICA&SEMEND •-....."
<br /> GPS SURVEY TECHNIQUES WERE TED INTO A.F.140.8008260)23---5-- ,..- .'
<br /> THE CONTROL POINTS URLIZING LEICA
<br /> ELECTRONIC TOTAL STATIONS FOR THE .._ • . • .
<br /> 30'1•41,5,ELECIRIC EtSEMENT •
<br /> • ••,.....
<br /> MEASUREMENT OF BOTHANGLES AND AF NO.206971 ... 5 •
<br /> DISTANCES. THIS SURVEY MEETS OR
<br /> EXCEEDS THE STANDARDS SET BY WAC 30 WIDE W ph sm ENT
<br /> 332-130-D90. A.E.NO.770'41813293 . • ' I---
<br /> . -EASEMENT FOR ROAD AND
<br /> 5 •. ,••. : PARKING AREA AND VEHICULAR
<br /> 3. THE LOCATION OF SNOHOMISH COUNTY /0 .. . AND PEDESTRIAN INGRESS AND
<br /> PUD NO.1 RIGHT OF WAY IS SHOWN PER . •
<br /> • EGRESS AF NO.200612140431
<br /> INFORMATION CONTAINED IN DEED • p • • .• _, -
<br /> TBM B
<br /> RECORDED UNDER RECORDING NO.178970 •• '. • -.."--1.-2•7--'''•
<br /> AND SURVEYS RECORDED UNDER NO. N 00'31.53W 345.40' I
<br /> I / REBAR&TRIAD
<br /> CONTROL CAP
<br /> 8806205012 AND NO.9006255002. e• . , , ....
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<br /> PUD NO. 1 OF SNOHOMISH
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<br /> .8 ELEV.=480.47'
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<br /> • • •
<br /> . . • COUNTY RIGHT OF WAY '
<br /> % •' REC.NO.178970 r- •
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<br /> NO0'31.53”W 323.26' 1 •
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<br /> FOUND CAP&REBAR LS 7892 20'SANITARY SEWF_R
<br /> • • • EASEMENT AF NO. Il
<br /> • 1 ., • '. •• •1 (04/11/D6)0.04'S X 1.27'W
<br /> 7610130159 /
<br /> ' • • 1. OF CALC.CORNER POSITION
<br /> % .• .• •• : • / ,,,,A5 /
<br /> •
<br /> . • •• FOUND CAP& / i", ,,9>, /
<br /> :....• -HI REBAR LS 7892 ' 46:‘. ,'," /TAX PARCEL NO.
<br /> .• '... PARCEL A 04/11/00) --/ 4,- in/eP /28-0519-001-018
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<br /> 1 1 OF CALC.POINT ...„tp /7. ,• /
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<br /> S ... .,• g`5° 'Ca 1 OF CURVE „-.: ......,..:12 0.>-':'„?...51' ,
<br /> • . TAX PARCEL NO. ''' 1"-- ,.., Am . .,\N•, /,
<br /> 28-0518-004-039 it ,°3 VEA'Sgigil rAr•IINDA.GE ....-- 5...1 „..)./7/°..Q.1/4-
<br /> . . . ...., ........ .., .,,.(p q2. /
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<br /> • (..) DV 200701311534 ,....' ......" t7" .41, ,.,Y /
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<br /> C3-4
<br /> I ------ '..a> ,,,C3./
<br /> .____---- -7•••er-- r ,,,
<br /> • . cn -,-,---- -? 7 ,---• ‘SI
<br /> ... .
<br /> 30'WATER EASEMENT Z ,4 ,-"' :..,,,,
<br /> • S .• AF NO.2075712 . -- ,_
<br /> .. .. ., . .. • ..--
<br /> ' q14.4 1.5 ..---
<br /> ' 14 ‘9.:-- --
<br /> ....."-- TAX PARCEL NO.
<br /> .../
<br /> . . , 0.,,,,.. .0...61 s -c ,
<br /> 28-0519-001-022
<br /> . • • • •
<br /> • NORTH OTR.CORNER SECTION 19 5....s-0,4_°;y,9'S...,-;
<br /> • • •. •••• . .. FOUND PUNCH MARK IN 1-1/2'
<br /> •• BRASS DISK IN OF•rxe CONC V -."... (q--)09-062//5COCSi
<br /> • ..
<br /> • .• •• . .1 .' MON IN CASE,LS#15656 '.2.0 ..-
<br /> , . . • • DOWN 0.5' (4/11/06) . .0•,•J•xw,,,..'
<br /> 1211211516 Am NE 1 % <77 ,
<br /> • ' • '
<br /> -----L---_,\,' ' '''>, Nooros'073"W 2688.32'
<br /> , ----, ,,,,.. 0
<br /> EFErtaNCE$: •'
<br /> i30.03, ----KM 28.35vi (1) Krick:pd.WA 93244923 iir,,,,,,,,,,4...,„
<br /> ,. i-
<br /> . s..• STREET.HIGHWAY 425.821.8448
<br /> N00 0808 TIUAD ••••••,....
<br /> C. RECORD OF SURVEY RECORDING NO.200109115001
<br /> : &UTILITY
<br /> EASEMENT GRANTED 425.821.3481f.
<br /> ASSOCIATES 80,4,0,,fr.. .i.. f!.7.' /;\ '
<br /> r •,4 i•
<br /> 0
<br /> 4.:'RECORD,bF SURVEY RECORDING NO.9111065001 CO TO CITY OF SOUTH OTR CORNER SECTION 19 ,grow.... -- ..n., :V.' r" ,8
<br /> EVERETT A.F. FOUND INVERTED NAIL IN / .1
<br /> i RECORD OF SURVEY RECORDING NO.9006255002 Z ILI NO.2139523 CENTER OF 5"85•CONE MON UP •• •,..
<br /> CO
<br /> 4.1,REq0RD#F SURVEY RECORDING NO.8806205012 0 0.4' (4/10/08) JOB NO 06-076 ,•••,,,,,.f-----,
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<br /> ALL RECORD S OF SNOHOMISH COUNTY,WASHINGTON. ..- I
<br /> . . SHEET 2 OF 4 4,ExPIRES:
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