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AUDITORS CERTIFICATE FILED FOR RECORD` AT <br /> THE REQUEST OF SCHEMMER ENGINEERING INC. <br /> S L VEY I \ THE \ E1 / 4 S E C 1 0 \ 25 , T 35 \ 1 E w . V 200302240359 '7 Skagit County Auditor. <br /> � �`�:`� �� ... <br /> CITY OF- A \ ACOTFS , S < AC1 T COU \ TY WASH 1 \ CTO \ 2f2412003 Page ��_= � � � <br /> 4 4 11"fr"t.#4 <br /> SKAGI COUNTY = U D1 '' OR � �. .D - m U <br /> CASED CONCRETE CASED MONUMENT <br /> MONUMENT/ BRASS CAP 32 COPPER PIN IN CONCRETE <br /> N : :'27"32ND ST. E113 T. EAST EDGE OF <br /> CONCRETE DRIVEWAY SET NAIL IN LEGAL DESCRIPTION : <br /> 40 CONCRETE DRIVEWAY IS 4.5' EAST OF LINE <br /> AT 32ND ST. ROW. <br /> 240.1 $ 100.00 <br /> LOT 1 OF SHORT PLAT <br /> 1 a H A "AN - 82- 005" AS RECORDED <br /> CHAIN FENC E DECEMBER 10, 1982, UNDER <br /> I I I E0f EAST { F 1. AUDITOR'S FILE NO. 821 21 0001 7, <br /> 40 CHAIN LINK FENCE <br /> I , RECORDS OF SKAGIT COUNTY, <br /> 0.2 WEST OF LINE WASHINGTON . <br /> ' ( 4�T z L r"�" - = <br /> 7 1 .�..- s E Ib..y yr. ! o;T < <br /> CHIN 'LINK FENCE <br /> Li 1 .1 WEST OF LINE <br /> °' `> , <br /> : POSSIBLE 16 FOOT IY <br /> e WIDE SANITARY Lid TOTES: <br /> HOU <br /> 1 1 I < f <br /> E EASEMENT <br /> _ �:_ :� 27. 0 ri = 1 . THIS SURVEY WASPERFORMED <br /> BLOCK 4 MOORE'S ADDITION USING A LE1CA TCRA1103 <br /> ALLEY . :., ::,:.,. <br /> 1 1 `? TO ANACORTES _ _ -r -D � _ _ CHAIN LINK FENCE 0 <br /> o - WOOD ELE C TR OBI 1 C TOTAL STATION . <br /> e. 27.85 Y E TO`j��NORTfH� , <br /> tl r P, B _ FENCE TLJ SOUTH f <br /> 6-iiiiil N 2. BASIS OF BEARING: N 0°E <br /> s "`C "100.00 <br /> 0 20 40 80 BETWEEN CASED STREET <br /> N <br /> SCALE 1 = 40 WOOD LINK FENCE <br /> ' — 7 0.7' EAST OF LINE MONUMENTS AT 35TH AND "M" <br /> - s �' <br /> AND 32ND AND "M " <br /> LOT 10 , nT 1 ; LOT 1 �.3 � LOT 2 3. THIS SURVEY WAS PERFORMED <br /> i WITHOUT THE BENEFIT OF A <br /> co CORNER NOTES: <br /> CURRENT TITLE REPORT AND <br /> ,� DO5SEMO NOT> A FOUND REBAR/CAP DS 9622 ENTS, OR OTHER <br /> 0 3�.0 . S 58°W 0. 02 <br /> co , CONDITIONS WHICH MAY <br /> Q z ' FOUND <br /> / <br /> REBAR CAP NEWMAN AFFECT THE PARCEL SHOWN . <br /> o FOUND HARD NAIL IN 40 90' <br /> 4906 S21 °W 0. 13 <br /> Z to B FOUND REBAR/CAP NEWMAN 4. THIS SURVEY HAS DEPICTED <br /> ASPHALT :==� � <br /> 33RD ST WEST 280.00 <br /> 3 3 1 4906 S14°E 0. 27 EXISTING OCCUPATION LINES IN <br /> 381 .13 : � ;w C FOUND YELLOW "X" ON BOULDER ACCORDANCE WITH W.A. C. CH . <br /> T. S4°W 0. 14 332. 1 30. T-H-ESE <br /> NNAIL <br /> 40 D FOUND REBAR/CAP NEWMAN OCCUPATIONAL INDICATORS <br /> FOUND PK <br /> IN ASPHALT 4906 S11 °E 0. 21 MAY INDICATE A POTENTIAL <br /> E FOUND REBAR/CAP NEWMAN FOR CLAIMS OF UNWRITTEN <br /> 4906 S30°W 0.23 TITLE OWNERSHIP. THE LEGAL <br /> F CORNER FALLS IN HOUSE RESOLUTION OF SUCH CLAIMS <br /> G FOUND REBAR CAP NEWMAN HAS NOT BEEN RESOLVED BY <br /> 4906 S26°W 0. 33 THIS BOUNDARY SURVEY. <br /> CASED CONCRETE H SET HARD NAIL IN CONCRETE <br /> MONUMENT/ BRASS CAP <br /> DRIVEWAY <br /> 0 35TH ST . <br /> , _ <br /> SURVEYORS CERTIFICATE <br /> UU00 1 A YSVEY F-- 0 . of►m wiie ,.ci::v40. This mop correctly represents <br /> - 03033IPPk .4io 1A Nc,: `*. a surveymade b me or <br /> • F S - ♦ ♦ DESIGNED PEM <br /> ACE • . �Q:• ° ; 2�• under my direction in <br /> SHEET ST -- VE -f--' k `'�' ? % conformance with the SurveyDRAWN PEM <br /> � : -cs �:'��'`��:' � � � CHECKED NE <br /> = � SCHEMVER ENGINEERING : 0 . . . �: Recording Act. <br /> 2534 BY <br /> OF 317 COMMERCIAL AVENUE, SUITE 101 .4v/u. LA10 %.`` Z Paul E. Monohon CERT#25971 DATE BY APR REVISIONS <br /> 1 1 rI46 . ,,. <br /> A \ AC0TES , WA 98221 ANACORTES, WA 198221 -(3-60) 293--9006 EXPIRES o6 0 03 i Da to a <br /> d'oonswismistinsa - 3 <br /> CAD FILE: TRACYROS PLOT DATE: 2/20/03 <br />