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<br /> FOUND MON IN CASE 00 w
<br /> TACK/LEAD,DOWN 0.4' a C
<br /> LEGAL DESCRIPTION N 88.01'03• W 343.98' :T 1 1
<br /> (PER STATUTORY WARRANTY DEED, AFN 201704050478) 0, (343.85'R1) i
<br /> N 88'01'03"W 166.08'(166.77'R1) .�..�
<br /> PARCEL A t', ae
<br /> LOTS 1 AND 2 IN BLOCK 318 OF'HILTON'S SECOND ADDITION TO W ,a° I ro w @�
<br /> EVERETT, AS PER PLAT RECORDED IN VOLUME 8 OF PLATS, ,,g"' } i...
<br /> PAGE 2. RECORDS OF SNOHOMISH COUNTY AUDITOR; Q _ e=-- 0 C
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<br /> BEGINNING AT THE SOUTHEAST CORNER OF LOT 2, BLOCK 318, Q } `� t ' CO 11
<br /> 10
<br /> HILTON'S SECOND ADDITION TO EVERETT;
<br /> THENCE EAST 28.98 FEET; re
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<br /> THENCE NORTH 50 FEET; r�^�7� .n z n a) CO
<br /> THENCE WEST 29.57 FEET,MORE OR LESS; lJ of FOUND REBAR/CAP `'0 7';
<br /> BUS STOP ."I GO
<br /> THENCE SOUTH TO POINT OF BEGINNING Cr v LSA 36812 Z F SIGN
<br /> SITUATE IN THE CITY OF EVERETT, COUNTY OF SNOHOMISH, I a) ,..., „:
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<br /> 0.04'N OF PROP COR w a
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<br /> STATE OF WASHINGTON. m Vin
<br /> Fan U") La
<br /> �o FOUND REBAR/CAPS.
<br /> BASIS OF BEARINGS a = LS$ 'W 12OF 0
<br /> w • GATE . rsi
<br /> 88'01'03"W 120.07- PROP COR co
<br /> ST BEARS N 02'00'59"E BETWEEN FOUND MARKERS W r:> 'F •
<br /> REFERENCESC
<br /> _ PROPOSED •- 28' C
<br /> Q o• EAS �. f ARAGE PER SITE ROW P----"�
<br /> R1. RECORD OF SURVEY, VOL. 1, PG. 1. PLAN --P" P
<br /> RECORDS OF SNOHOMISH COUNTY, WASHINGTON. z 1p HOUSE N0. 1501 " _p ,
<br /> R2. PLAT MAP, VOL. 11„PG. 88. °D FOOTPRINT=7,091 SF _.--.. """�~ w
<br /> RECORDS OF SNOHOMISH COUNTY, WASHINGTON. W a --P - vW
<br /> �E Rocs :7:1117,04reariLA
<br /> PARCEL# Ms' Y P P' I IM 03
<br /> 0
<br /> VERTICAL DATUM GATE0047543180-0100' %!w GATE D
<br /> PARCEL B
<br /> 1-/y•. co
<br /> w aVERT. BMNAVD88 PER GPS OBSERVATIONS �y 'oo , 4,934 SQFT \I EL-1,1 0 /� a z ITE 1BM
<br /> oo - 011 ACRES) 1s �T - - _ - 2.5' ELEV=113.43' U
<br /> PUNCHED"X"WEST
<br /> SURVEYOR'S NOTES z zoo _ ,. .. o I rp RIM SM yER ao
<br /> 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED _ 22' % EAVE_ F „{L '!1 '+ o6,' ;4•.'.�2°N k
<br /> IN OCTOBER OF 2018. THE FIELD DATA WAS COLLECTED AND ROW ROO ,I�__ I1�. FENCE COR a Ig,,..,yon
<br /> RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC
<br /> ,,j/ _ SHED ON __. iv - 0.2'N OF `-' ''n^ `�
<br /> ., �� CONC. PAD < OB cd PROP LINE '' v! w !,01,4&‘<
<br /> THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. �- a - I - . y
<br /> WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE FENCE COR - m a ` M,;. � y
<br /> 0.4'N &4.3'W N 88'01'00"W 120.06' of J <'
<br /> SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON z "^^ N 88'01'00'Wa e ti�
<br /> SPOT ELEVATIONS. OF PROP COR N N ? 128.00' r.„--
<br /> °:4.k.
<br /> 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE FOUND REBAR/CAP \ o , .' SHED FOUND REBAR/CAP w N IVd3S
<br /> COURSE OF THIS SURVEY UNLESS.OTHERWISE NOTED. 18' LS#36812 \W BLDG COR , ,,,,,,---,,K . LS#36812 6 i
<br /> • 0.11'N&0.07W 2.0'S OF 0.12'S&0.02'E o
<br /> 3. BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY ROW OF PROP COR PROP LINE BLDG COR OF PROP COR o
<br /> OTHERS AND VERIFIED WHERE POSSIBLE IN THE FIELD. 40' -- 1.6'S &1.4'W o
<br /> TERRANE ASSUMES NO LIABILITY FOR THE ACCURACY OF ROW - OF PROP COR z
<br /> THOSE RECORDS OR ACCEPT RESPONSIBILITY FOR
<br /> UNDERGROUND LINES WHICH ARE NOT MADE PUBLIC RECORD.
<br /> FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS
<br /> CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY.
<br /> AS ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. c
<br /> 4. SUBJECT PROPERTY TAX PARCEL NO. 0047543180-0100 G
<br /> 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 4,934 S.F. - '.. O
<br /> (0.11 ACRES) �I w
<br /> W
<br /> 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A Ln U
<br /> TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY 0 z O
<br /> EXIST THAT ARE NOT SHOWN HEREON. 0
<br /> I
<br /> 7. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT LJJ W OO UJ
<br /> FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC > 0 r-I >
<br /> 5-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS CC M <
<br /> OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS D al (n . i.
<br /> ARE ACCURATE AND MEET THE STANDARDS SET BY WAC (11N W L!'1 cc
<br /> 332-130-090. 44
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<br /> zI CI
<br /> w � Oo
<br /> N BS9.33 W 6.12' ' �. "• O < Z r-I
<br /> \ FOUND MON IN CASE (N 87'59'33'W 766.72'R7) to m "";.4 Q LLI
<br /> BRASS DISK, DOVTI 0.4' FOUND MON IN CASE T U
<br /> BRASS DISK,DOWN 0.3' i
<br /> U =
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<br /> 20 0 a 20 IL N
<br /> . d ISI Er-
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<br /> r
<br /> ( IN FEET ) �' "IF
<br /> 1 INCH = 20 FT. cr W W. 8 z cC
<br /> N o W
<br /> LEGEND
<br /> op- W
<br /> BENCHMARK m o
<br /> N
<br /> /-\\\\/i//. BUILDING a z '
<br /> CENTERLINE ROW m JOB NO.: 181812
<br /> CONCRETE SURFACE
<br /> ,7//////4 DECK ¢9 18TH 3T
<br /> X X FENCE.LINE(CHAIN LINK) DATE: 11/05/18
<br /> - FENCE LINE (WOOD) FOUND MON IN CASE
<br /> ® MAILBOX (RESIDENTIAL) BRASS DISK, DOWN 0.8' DRAFTED BY: LMR
<br /> lo:Al MONUMENT IN CASE (FOUND)
<br /> P[ POWER METER
<br /> P POWER (OVERHEAD)
<br /> O REBAR AS NOTED (FOUND) CHECKED BY: SARM
<br /> 4-I SIGN (AS NOTED)
<br /> OA REFERS TO BASE ELEVATION SURVEY SCALE: 1" = 20'
<br /> 1 OF 1
<br />
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