File Number,
Date Recorded,
Document
Grantor Grantee Filer Comment Legal Parcel,
PLSS Data,
Permit #,
Tax Acct
Assessor Link Recorded Document 202406270020
6/27/2024
DEED
ORTMAN FAMILY L L C COLUCCIO NICOLA CTT EVERETT TITLE - 3002 COLBY AVE SUITE 200 WA 98201 - (0.4975 AC) PARCEL B, BLA-2012-0004 SURVEY RECORDED UNDER AF#201307020094 DESCRIBED AS FOLLOWS: THAT PORTION OF THOSE CERTAIN STRIPS, PARCELS OR TRACTS OF LAND IN SECTION 24 AND GOVERNMENT LOT 5 OF SECTION 13, TOWNSHIP 35 NORTH, RANGE 1 EAST OF THE W.M., SHOWN AND DESIGNATED ON THE ORIGINAL PLAT OF THE CITY OF ANACORTES AS “SEATTLE AND NORTHERN RAILWAY COMPANY’S STATION GROUND”, AND AS “RESERVED RIGHT-OF-WAY FOR COMPANY’S RIGHT-OF-WAY FOR THE SEATTLE AND NORTHERN RAILWAY, ACCORDING TO A CERTAIN PAPER IN WRITING IN ESCROW WITH JOHN P. HOYT, DATED MAY 28, 1889”, DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF ‘B’ AVENUE AND ELEVENTH STREET; THENCE NORTH 0-33-28 EAST ALONG THE CENTERLINE OF’B’ AVENUE A DISTANCE OF 40.00 FEET TO THE SOUTH LINE OF BLOCK 242 EXTENDED EASTERLY; THENCE NORTH 00-33-28 EAST A DISTANCE OF 177.32 FEET TO A POINT ON CURVE WHICH LIES 30 FEET SOUTHERLY CENTERLINE OF THE RAILROAD, AS NOW LOCATED AND CONSTRUCTED, THE RADIUS POINT OF SAID CURVE BEING NORTH 20-49-23 WEST A DISTANCE OF 985.37 FEET FROM THE ABOVE DESCRIBED “POINT ON CURVE”; THENCE WESTERLY, ON A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 3-01-28, AN ARC DISTANCE OF 52.01 FEET; THENCE SOUTH 72-08-22 WEST, PARALLEL WITH THE 30 FEET DISTANT (SOUTHEASTERLY) FROM THE CENTER OF SAID RAILROAD A DISTANCE OF 13.19 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 925.37 FEET; THENCE ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 5-04-10, AN ARC DISTANCE OF 81.88 FEET, SAID POINT BEING 30 FEET SOUTHERLY (AS MEASURED RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE SOUTH 9-17-24 EAST A DISTANCE OF 128.45 FEET TO THE POINT ON CURVE ON THE ORIGINAL RAILROAD RIGHT-OF-WAY LINE, SAID CURVE HAVING A RADIUS OF 7,789.44 FEET, THE RADIUS POINT OF SAID CURVE BEING NORTH 24-48-57 WEST A DISTANCE OF 7,789.44 FEET FROM THE ABOVE DESCRIBED “POINT ON CURVE”; THENCE SOUTHWESTERLY ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 7,789.44 FEET, THROUGH A CENTRAL ANGLE OF 0-54-42, AN ARC DISTANCE OF 123.93 FEET; THENCE NORTH 23-51-19 WEST, 44.69 FEET; THENCE SOUTH 66-08-41 WEST, 8.00 FEET; THENCE NORTH 23-51-19 WEST, 69.39 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH AND 30 FEET DISTANT SOUTHEASTERLY FROM THE CENTERLINE OF SAID RAILROAD (AS MEASURED AT RIGHT ANGLES); THENCE NORTH 58-47-46 EAST, ALONG SAID PARALLEL LINE, 31.17 FEET TO A POINT OF CURVATURE IN SAID PARALLEL LINE; THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 925.37 FEET, THROUGH A CENTRAL ANGLE OF 8-16-25 AN ARC DISTANCE OF 133.63 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THAT PORTION OF VACATED 11TH STREET WHICH WOULD ATTACH BY OPERATION OF LAW IN ACCORDANCE WITH CITY OF ANACORTES ORDINANCE NO. 2824 DESCRIBED AS FOLLOWS: BEGINNING IN THE SOUTHWEST CORNER OF BLOCK 242, CITY OF ANACORTES, ACCORDING TO THE PLAT RECORDED IN VOLUME 2 OF PLATS, PAGES 4 THROUGH 7, RECORDS OF SKAGIT COUNTY, WASHINGTON, THENCE SOUTHWEST ALONG THE ORIGINAL RAILROAD RIGHT-OF-WAY LINE, SAID CURVE HAVING A RADIUS OF 7,789.44 FEET, THE RADIUS POINT OF SAID CURVE BEING NORTH 24-48-57 WEST A DISTANCE OF 7,789.44 FEET FROM THE ABOVE DESCRIBED “POINT ON CURVE”; THENCE SOUTHWESTERLY ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 7,789.44 FEET, THROUGH A CENTRAL ANGLE OF 0-54-42, AN ARC DISTANCE OF 123.93 FEET; THENCE SOUTH 23-51-19 EAST, 29.87 FEET; THENCE SOUTH 89-25-33 EAST, 14.12 FEET; THENCE NORTH 65-35-30 EAST, 94.71 FEET; THENCE NORTH 0-34-27 WEST, 39.56 FEET TO THE POINT OF BEGINNING. BEING A PORTION OF PARCEL B OF SURVEY RECORDED AF#200502170146 AKA THAT PORTION OF THOSE CERTAIN STRIPS, PARCELS OR TRACTS OF LAND IN SECTION 24 AND GOVERNMENT LOT 5 OF SECTION 13, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., SHOWN AND DESIGNATED ON THE ORIGINAL PLAT OF THE CITY OF ANACORTES, AS SEATTLE AND NORTHERN RAILWAY COMPANYS STATION GROUND, AND AS RESERVED RIGHT-OF-WAY FOR COMPANYS RIGHT-OF-WAY FOR THE SEATTLE AND NORTHERN RAI P31488
350113-0-012-0009
Assessor Link Recorded Document 201906180011
6/18/2019
DEED
ANACORTES 1 L L C ORTMAN FAMILY L L C HUSCH BLACKWELL - PARCEL B, BLA-2012-0004 SURVEY RECORDED UNDER AF#201307020094 DESCRIBED AS FOLLOWS: THAT PORTION OF THOSE CERTAIN STRIPS, PARCELS OR TRACTS OF LAND IN SECTION 24 AND GOVERNMENT LOT 5 OF SECTION 13, TOWNSHIP 35 NORTH, RANGE 1 EAST OF THE W.M., SHOWN AND DESIGNATED ON THE ORIGINAL PLAT OF THE CITY OF ANACORTES AS “SEATTLE AND NORTHERN RAILWAY COMPANY’S STATION GROUND”, AND AS “RESERVED RIGHT-OF-WAY FOR COMPANY’S RIGHT-OF-WAY FOR THE SEATTLE AND NORTHERN RAILWAY, ACCORDING TO A CERTAIN PAPER IN WRITING IN ESCROW WITH JOHN P. HOYT, DATED MAY 28, 1889”, DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF ‘B’ AVENUE AND ELEVENTH STREET; THENCE NORTH 0-33-28 EAST ALONG THE CENTERLINE OF’B’ AVENUE A DISTANCE OF 40.00 FEET TO THE SOUTH LINE OF BLOCK 242 EXTENDED EASTERLY; THENCE NORTH 00-33-28 EAST A DISTANCE OF 177.32 FEET TO A POINT ON CURVE WHICH LIES 30 FEET SOUTHERLY CENTERLINE OF THE RAILROAD, AS NOW LOCATED AND CONSTRUCTED, THE RADIUS POINT OF SAID CURVE BEING NORTH 20-49-23 WEST A DISTANCE OF 985.37 FEET FROM THE ABOVE DESCRIBED “POINT ON CURVE”; THENCE WESTERLY, ON A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 3-01-28, AN ARC DISTANCE OF 52.01 FEET; THENCE SOUTH 72-08-22 WEST, PARALLEL WITH THE 30 FEET DISTANT (SOUTHEASTERLY) FROM THE CENTER OF SAID RAILROAD A DISTANCE OF 13.19 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 925.37 FEET; THENCE ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 5-04-10, AN ARC DISTANCE OF 81.88 FEET, SAID POINT BEING 30 FEET SOUTHERLY (AS MEASURED RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE SOUTH 9-17-24 EAST A DISTANCE OF 128.45 FEET TO THE POINT ON CURVE ON THE ORIGINAL RAILROAD RIGHT-OF-WAY LINE, SAID CURVE HAVING A RADIUS OF 7,789.44 FEET, THE RADIUS POINT OF SAID CURVE BEING NORTH 24-48-57 WEST A DISTANCE OF 7,789.44 FEET FROM THE ABOVE DESCRIBED “POINT ON CURVE”; THENCE SOUTHWESTERLY ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 7,789.44 FEET, THROUGH A CENTRAL ANGLE OF 0-54-42, AN ARC DISTANCE OF 123.93 FEET; THENCE NORTH 23-51-19 WEST, 44.69 FEET; THENCE SOUTH 66-08-41 WEST, 8.00 FEET; THENCE NORTH 23-51-19 WEST, 69.39 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH AND 30 FEET DISTANT SOUTHEASTERLY FROM THE CENTERLINE OF SAID RAILROAD (AS MEASURED AT RIGHT ANGLES); THENCE NORTH 58-47-46 EAST, ALONG SAID PARALLEL LINE, 31.17 FEET TO A POINT OF CURVATURE IN SAID PARALLEL LINE; THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 925.37 FEET, THROUGH A CENTRAL ANGLE OF 8-16-25 AN ARC DISTANCE OF 133.63 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THAT PORTION OF VACATED 11TH STREET WHICH WOULD ATTACH BY OPERATION OF LAW IN ACCORDANCE WITH CITY OF ANACORTES ORDINANCE NO. 2824 DESCRIBED AS FOLLOWS: BEGINNING IN THE SOUTHWEST CORNER OF BLOCK 242, CITY OF ANACORTES, ACCORDING TO THE PLAT RECORDED IN VOLUME 2 OF PLATS, PAGES 4 THROUGH 7, RECORDS OF SKAGIT COUNTY, WASHINGTON, THENCE SOUTHWEST ALONG THE ORIGINAL RAILROAD RIGHT-OF-WAY LINE, SAID CURVE HAVING A RADIUS OF 7,789.44 FEET, THE RADIUS POINT OF SAID CURVE BEING NORTH 24-48-57 WEST A DISTANCE OF 7,789.44 FEET FROM THE ABOVE DESCRIBED “POINT ON CURVE”; THENCE SOUTHWESTERLY ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 7,789.44 FEET, THROUGH A CENTRAL ANGLE OF 0-54-42, AN ARC DISTANCE OF 123.93 FEET; THENCE SOUTH 23-51-19 EAST, 29.87 FEET; THENCE SOUTH 89-25-33 EAST, 14.12 FEET; THENCE NORTH 65-35-30 EAST, 94.71 FEET; THENCE NORTH 0-34-27 WEST, 39.56 FEET TO THE POINT OF BEGINNING. BEING A PORTION OF PARCEL B OF SURVEY RECORDED AF#200502170146 AKA THAT PORTION OF THOSE CERTAIN STRIPS, PARCELS OR TRACTS OF LAND IN SECTION 24 AND GOVERNMENT LOT 5 OF SECTION 13, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., SHOWN AND DESIGNATED ON THE ORIGINAL PLAT OF THE CITY OF ANACORTES, AS SEATTLE AND NORTHERN RAILWAY COMPANYS STATION GROUND, AND AS RESERVED RIGHT-OF-WAY FOR COMPANYS RIGHT-OF-WAY FOR THE SEATTLE AND NORTHERN RAILWAY, ACCORD P31488
350113-0-012-0009
Assessor Link Reference Recorded Document 201304040054
4/4/2013
EASEMENT
ORTMAN FAMILY L L C, ANACORTES 1 L L C, ANACORTES 2 L L C, ANACORTES 3 L L C ORTMAN FAMILY L L C, ANACORTES 1 L L C, ANACORTES 2 L L C, ANACORTES 3 L L C LAW OFFICES OF CHRISTON C SKINNER P S - PARCEL "B" OF SURVEY RECORDED AF#200502170146 AKA THAT PORTION OF THOSE CERTAIN STRIPS, PARCELS OR TRACTS OF LAND IN SECTION 24 AND GOVERNMENT LOT 5 OF SECTION 13, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., SHOWN AND DESIGNATED ON THE ORIGINAL PLAT OF THE CITY OF ANACORTES, AS "SEATTLE AND NORTHERN RAILWAY COMPANY'S STATION GROUND", AND AS RESERVED RIGHT-OF-WAY FOR COMPANY'S RIGHT-OF-WAY FOR THE SEATTLE AND NORTHERN RAILWAY, ACCORDING TO A CERTAIN PAPER IN WRITING IN ESCROW WITH JOHN P. HOYT, DATED MAY 28, 1889", DESCRIBED AS FOLLOWS; COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF "B" AVENUE AND ELEVENTH STREET; THENCE NORTH 0 DEGREES 37' 11" EAST 40.00 FEET ALONG THE CENTERLINE OF "B" AVENUE, TO THE SOUTH LINE OF BLOCK 242 EXTENDED EASTERLY; THENCE NORTH 0 DEGREES 37' 11" EAST 177.32 FEET TO A POINT ON CURVE WHICH LIES 30 FEET SOUTHERLY (AND RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, AS NOW LOCATED AND CONSTRUCTED, THE RADIUS POINT OF SAID CURVE BEING NORTH 20 DEGREES 49' 23" WEST 985.37 FEET FROM THE ABOVE DESCRIBED "POINT OF CURVE"; THENCE WESTERLY ON A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 3 DEGREES 01' 28" AN ARC DISTANCE OF 52.01 FEET; THENCE SOUTH 72 DEGREES 12' 05" WEST PARALLEL WITH THE 30 FEET DISTANT (SOUTHEASTERLY) FROM THE CENTER OF SAID RAILROAD, A DISTANCE OF 13.19 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 925.37 FEET; THENCE ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 5 DEGREES 04' 10" AN ARC DISTANCE OF 81.88 FEET, SAID POINT BEING 30 FEET SOUTHERLY, (AS MEASURED RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING; THENCE SOUTH 9 DEGREES 13' 41" EAST 128.45 FEET TO THE POINT ON CURVE ON THE ORIGINAL RAILROAD RIGHT-OF-WAY LINE, SAID CURVE HAVING A RADIUS OF 7,789.44 FEET, THE RADIUS POINT OF SAID CURVE BEING NORTH 24 DEGREES 48' 57" WEST 7,789.44 FEET FROM THE ABOVE DESCRIBED "POINT ON CURVE"; THENCE SOUTHERLY ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 7,789.44 FEET, THROUGH A CENTRAL ANGLE OF 1 DEGREE 48' 44" AN ARC DISTANCE OF 246.37 FEET TO THE NORTHWESTERLY CORNER OF LOT 10, BLOCK 243, CITY OF ANACORTES, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, WASHINGTON, AND THE EASTERLY MARGIN OF "A" AVENUE, ACCORDING TO SAID PLAT; THENCE NORTH 0 DEGREES 37' 11" EAST ALONG THE NORTHERLY EXTENSION OF SAID EASTERLY MARGIN OF "A" AVENUE, 115.00 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH AND 30 FEET DISTANT SOUTHEASTERLY FROM THE CENTERLINE OF SAID RAILROAD (AS MEASURED AT RIGHT ANGLES); THENCE NORTH 58 DEGREES 41' 30" EAST ALONG SAID PARALLEL LINE, 98.64 FEET TO A POINT OF CURVATURE IN SAID PARALLEL LINE; THENCE ALONG ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 925.37 FEET, THROUGH A CENTRAL ANGLE OF 8 DEGREES 16' 25" AN ARC DISTANCE OF 133.63 FEET TO THE TRUE POINT OF BEGINNING. P31488
350113-0-012-0009
Assessor Link Recorded Document 201008020105
8/2/2010
ORDINANCE
ANACORTES CITY OF PUBLIC CHICAGO TITLE COMPANY ORDINANCE VACATING A RIGHT OF WAY PTNS 11TH STREET ORDINANCE NO 2824 ACREAGE ACCOUNT, ACRES 0.64, PARCEL "B" OF SURVEY RECORDED AF#200502170146 AKA THAT PORTION OF THOSE CERTAIN STRIPS, PARCELS OR TRACTS OF LAND IN SECTION 24 AND GOVERNMENT LOT 5 OF SECTION 13, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., SHOWN AND DESIGNATED ON THE ORIGINAL PLAT OF THE CITY OF ANACORTES, AS "SEATTLE AND NORTHERN RAILWAY COMPANY'S STATION GROUND", AND AS RESERVED RIGHT-OF-WAY FOR COMPANY'S RIGHT-OF-WAY FOR THE SEATTLE AND NORTHERN RAILWAY, ACCORDING TO A CERTAIN PAPER IN WRITING IN ESCROW WITH JOHN P. HOYT, DATED MAY 28, 1889", DESCRIBED AS FOLLOWS; COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF "B" AVENUE AND ELEVENTH STREET; THENCE NORTH 0 DEGREES 37' 11" EAST 40.00 FEET ALONG THE CENTERLINE OF "B" AVENUE, TO THE SOUTH LINE OF BLOCK 242 EXTENDED EASTERLY; THENCE NORTH 0 DEGREES 37' 11" EAST 177.32 FEET TO A POINT ON CURVE WHICH LIES 30 FEET SOUTHERLY (AND RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, AS NOW LOCATED AND CONSTRUCTED, THE RADIUS POINT OF SAID CURVE BEING NORTH 20 DEGREES 49' 23" WEST 985.37 FEET FROM THE ABOVE DESCRIBED "POINT OF CURVE"; THENCE WESTERLY ON A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 3 DEGREES 01' 28" AN ARC DISTANCE OF 52.01 FEET; THENCE SOUTH 72 DEGREES 12' 05" WEST PARALLEL WITH THE 30 FEET DISTANT (SOUTHEASTERLY) FROM THE CENTER OF SAID RAILROAD, A DISTANCE OF 13.19 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 925.37 FEET; THENCE ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 5 DEGREES 04' 10" AN ARC DISTANCE OF 81.88 FEET, SAID POINT BEING 30 FEET SOUTHERLY, (AS MEASURED RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING; THENCE SOUTH 9 DEGREES 13' 41" EAST 128.45 FEET TO THE POINT ON CURVE ON THE ORIGINAL RAILROAD RIGHT-OF-WAY LINE, SAID CURVE HAVING A RADIUS OF 7,789.44 FEET, THE RADIUS POINT OF SAID CURVE BEING NORTH 24 DEGREES 48' 57" WEST 7,789.44 FEET FROM THE ABOVE DESCRIBED "POINT ON CURVE"; THENCE SOUTHERLY ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 7,789.44 FEET, THROUGH A CENTRAL ANGLE OF 1 DEGREE 48' 44" AN ARC DISTANCE OF 246.37 FEET TO THE NORTHWESTERLY CORNER OF LOT 10, BLOCK 243, CITY OF ANACORTES, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, WASHINGTON, AND THE EASTERLY MARGIN OF "A" AVENUE, ACCORDING TO SAID PLAT; THENCE NORTH 0 DEGREES 37' 11" EAST ALONG THE NORTHERLY EXTENSION OF SAID EASTERLY MARGIN OF "A" AVENUE, 115.00 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH AND 30 FEET DISTANT SOUTHEASTERLY FROM THE CENTERLINE OF SAID RAILROAD (AS MEASURED AT RIGHT ANGLES); THENCE NORTH 58 DEGREES 41' 30" EAST ALONG SAID PARALLEL LINE, 98.64 FEET TO A POINT OF CURVATURE IN SAID PARALLEL LINE; THENCE ALONG ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 925.37 FEET, THROUGH A CENTRAL ANGLE OF 8 DEGREES 16' 25" AN ARC DISTANCE OF 133.63 FEET TO THE TRUE POINT OF BEGINNING. PARCEL "B" OF SURVEY RECORDED AF#200502170146 AKA THAT PORTION OF THOSE CERTAIN STRIPS, PARCELS OR TRACTS OF LAND IN SECTION 24 AND GOVERNMENT LOT 5 OF SECTION 13, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., SHOWN AND DESIGNATED ON THE ORIGINAL PLAT OF THE CITY OF ANACORTES, AS "SEATTLE AND NORTHERN RAILWAY COMPANY'S STATION GROUND", AND AS RESERVED RIGHT-OF-WAY FOR COMPANY'S RIGHT-OF-WAY FOR THE SEATTLE AND NORTHERN RAILWAY, ACCORDING TO A CERTAIN PAPER IN WRITING IN ESCROW WITH JOHN P. HOYT, DATED MAY 28, 1889", DESCRIBED AS FOLLOWS; COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF "B" AVENUE AND ELEVENTH STREET; THENCE NORTH 0 DEGREES 37' 11" EAST 40.00 FEET ALONG THE CENTERLINE OF "B" AVENUE, TO THE SOUTH LINE OF BLOCK 242 EXTENDED EASTERLY; THENCE NORTH 0 DEGREES 37' 11" EAST 177.32 FEET TO A POINT ON CURVE WHICH LIES 30 FEET SOUTHERLY (AND RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, AS NOW LOCATED AND CONSTRUCTED, THE RADIUS POINT OF SAID CURVE BEING NORTH 20 DEGREES 49' 23" WEST 985.37 FEET FROM THE ABOVE DESCRIBED "POINT OF CURVE"; THENCE WESTERLY ON A C P31488
350113-0-012-0009
Assessor Link Recorded Document 201007230112
7/23/2010
EASEMENT
ANACORTES 1 L L C ANACORTES CITY OF LAND TITLE CO TRAIL EASEMENT ACREAGE ACCOUNT, ACRES 0.64, PARCEL "B" OF SURVEY RECORDED AF#200502170146 AKA THAT PORTION OF THOSE CERTAIN STRIPS, PARCELS OR TRACTS OF LAND IN SECTION 24 AND GOVERNMENT LOT 5 OF SECTION 13, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., SHOWN AND DESIGNATED ON THE ORIGINAL PLAT OF THE CITY OF ANACORTES, AS "SEATTLE AND NORTHERN RAILWAY COMPANY'S STATION GROUND", AND AS RESERVED RIGHT-OF-WAY FOR COMPANY'S RIGHT-OF-WAY FOR THE SEATTLE AND NORTHERN RAILWAY, ACCORDING TO A CERTAIN PAPER IN WRITING IN ESCROW WITH JOHN P. HOYT, DATED MAY 28, 1889", DESCRIBED AS FOLLOWS; COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF "B" AVENUE AND ELEVENTH STREET; THENCE NORTH 0 DEGREES 37' 11" EAST 40.00 FEET ALONG THE CENTERLINE OF "B" AVENUE, TO THE SOUTH LINE OF BLOCK 242 EXTENDED EASTERLY; THENCE NORTH 0 DEGREES 37' 11" EAST 177.32 FEET TO A POINT ON CURVE WHICH LIES 30 FEET SOUTHERLY (AND RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, AS NOW LOCATED AND CONSTRUCTED, THE RADIUS POINT OF SAID CURVE BEING NORTH 20 DEGREES 49' 23" WEST 985.37 FEET FROM THE ABOVE DESCRIBED "POINT OF CURVE"; THENCE WESTERLY ON A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 3 DEGREES 01' 28" AN ARC DISTANCE OF 52.01 FEET; THENCE SOUTH 72 DEGREES 12' 05" WEST PARALLEL WITH THE 30 FEET DISTANT (SOUTHEASTERLY) FROM THE CENTER OF SAID RAILROAD, A DISTANCE OF 13.19 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 925.37 FEET; THENCE ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 5 DEGREES 04' 10" AN ARC DISTANCE OF 81.88 FEET, SAID POINT BEING 30 FEET SOUTHERLY, (AS MEASURED RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING; THENCE SOUTH 9 DEGREES 13' 41" EAST 128.45 FEET TO THE POINT ON CURVE ON THE ORIGINAL RAILROAD RIGHT-OF-WAY LINE, SAID CURVE HAVING A RADIUS OF 7,789.44 FEET, THE RADIUS POINT OF SAID CURVE BEING NORTH 24 DEGREES 48' 57" WEST 7,789.44 FEET FROM THE ABOVE DESCRIBED "POINT ON CURVE"; THENCE SOUTHERLY ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 7,789.44 FEET, THROUGH A CENTRAL ANGLE OF 1 DEGREE 48' 44" AN ARC DISTANCE OF 246.37 FEET TO THE NORTHWESTERLY CORNER OF LOT 10, BLOCK 243, CITY OF ANACORTES, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, WASHINGTON, AND THE EASTERLY MARGIN OF "A" AVENUE, ACCORDING TO SAID PLAT; THENCE NORTH 0 DEGREES 37' 11" EAST ALONG THE NORTHERLY EXTENSION OF SAID EASTERLY MARGIN OF "A" AVENUE, 115.00 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH AND 30 FEET DISTANT SOUTHEASTERLY FROM THE CENTERLINE OF SAID RAILROAD (AS MEASURED AT RIGHT ANGLES); THENCE NORTH 58 DEGREES 41' 30" EAST ALONG SAID PARALLEL LINE, 98.64 FEET TO A POINT OF CURVATURE IN SAID PARALLEL LINE; THENCE ALONG ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 925.37 FEET, THROUGH A CENTRAL ANGLE OF 8 DEGREES 16' 25" AN ARC DISTANCE OF 133.63 FEET TO THE TRUE POINT OF BEGINNING. PARCEL "B" OF SURVEY RECORDED AF#200502170146 AKA THAT PORTION OF THOSE CERTAIN STRIPS, PARCELS OR TRACTS OF LAND IN SECTION 24 AND GOVERNMENT LOT 5 OF SECTION 13, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., SHOWN AND DESIGNATED ON THE ORIGINAL PLAT OF THE CITY OF ANACORTES, AS "SEATTLE AND NORTHERN RAILWAY COMPANY'S STATION GROUND", AND AS RESERVED RIGHT-OF-WAY FOR COMPANY'S RIGHT-OF-WAY FOR THE SEATTLE AND NORTHERN RAILWAY, ACCORDING TO A CERTAIN PAPER IN WRITING IN ESCROW WITH JOHN P. HOYT, DATED MAY 28, 1889", DESCRIBED AS FOLLOWS; COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF "B" AVENUE AND ELEVENTH STREET; THENCE NORTH 0 DEGREES 37' 11" EAST 40.00 FEET ALONG THE CENTERLINE OF "B" AVENUE, TO THE SOUTH LINE OF BLOCK 242 EXTENDED EASTERLY; THENCE NORTH 0 DEGREES 37' 11" EAST 177.32 FEET TO A POINT ON CURVE WHICH LIES 30 FEET SOUTHERLY (AND RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, AS NOW LOCATED AND CONSTRUCTED, THE RADIUS POINT OF SAID CURVE BEING NORTH 20 DEGREES 49' 23" WEST 985.37 FEET FROM THE ABOVE DESCRIBED "POINT OF CURVE"; THENCE WESTERLY ON A C P31488
350113-0-012-0009
Assessor Link Recorded Document 201007230110
7/23/2010
DEED
ANACORTES 1 L L C ORTMAN FAMILY L L C LAND TITLE CO - ACREAGE ACCOUNT, ACRES 0.64, PARCEL "B" OF SURVEY RECORDED AF#200502170146 AKA THAT PORTION OF THOSE CERTAIN STRIPS, PARCELS OR TRACTS OF LAND IN SECTION 24 AND GOVERNMENT LOT 5 OF SECTION 13, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., SHOWN AND DESIGNATED ON THE ORIGINAL PLAT OF THE CITY OF ANACORTES, AS "SEATTLE AND NORTHERN RAILWAY COMPANY'S STATION GROUND", AND AS RESERVED RIGHT-OF-WAY FOR COMPANY'S RIGHT-OF-WAY FOR THE SEATTLE AND NORTHERN RAILWAY, ACCORDING TO A CERTAIN PAPER IN WRITING IN ESCROW WITH JOHN P. HOYT, DATED MAY 28, 1889", DESCRIBED AS FOLLOWS; COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF "B" AVENUE AND ELEVENTH STREET; THENCE NORTH 0 DEGREES 37' 11" EAST 40.00 FEET ALONG THE CENTERLINE OF "B" AVENUE, TO THE SOUTH LINE OF BLOCK 242 EXTENDED EASTERLY; THENCE NORTH 0 DEGREES 37' 11" EAST 177.32 FEET TO A POINT ON CURVE WHICH LIES 30 FEET SOUTHERLY (AND RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, AS NOW LOCATED AND CONSTRUCTED, THE RADIUS POINT OF SAID CURVE BEING NORTH 20 DEGREES 49' 23" WEST 985.37 FEET FROM THE ABOVE DESCRIBED "POINT OF CURVE"; THENCE WESTERLY ON A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 3 DEGREES 01' 28" AN ARC DISTANCE OF 52.01 FEET; THENCE SOUTH 72 DEGREES 12' 05" WEST PARALLEL WITH THE 30 FEET DISTANT (SOUTHEASTERLY) FROM THE CENTER OF SAID RAILROAD, A DISTANCE OF 13.19 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 925.37 FEET; THENCE ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 5 DEGREES 04' 10" AN ARC DISTANCE OF 81.88 FEET, SAID POINT BEING 30 FEET SOUTHERLY, (AS MEASURED RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING; THENCE SOUTH 9 DEGREES 13' 41" EAST 128.45 FEET TO THE POINT ON CURVE ON THE ORIGINAL RAILROAD RIGHT-OF-WAY LINE, SAID CURVE HAVING A RADIUS OF 7,789.44 FEET, THE RADIUS POINT OF SAID CURVE BEING NORTH 24 DEGREES 48' 57" WEST 7,789.44 FEET FROM THE ABOVE DESCRIBED "POINT ON CURVE"; THENCE SOUTHERLY ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 7,789.44 FEET, THROUGH A CENTRAL ANGLE OF 1 DEGREE 48' 44" AN ARC DISTANCE OF 246.37 FEET TO THE NORTHWESTERLY CORNER OF LOT 10, BLOCK 243, CITY OF ANACORTES, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, WASHINGTON, AND THE EASTERLY MARGIN OF "A" AVENUE, ACCORDING TO SAID PLAT; THENCE NORTH 0 DEGREES 37' 11" EAST ALONG THE NORTHERLY EXTENSION OF SAID EASTERLY MARGIN OF "A" AVENUE, 115.00 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH AND 30 FEET DISTANT SOUTHEASTERLY FROM THE CENTERLINE OF SAID RAILROAD (AS MEASURED AT RIGHT ANGLES); THENCE NORTH 58 DEGREES 41' 30" EAST ALONG SAID PARALLEL LINE, 98.64 FEET TO A POINT OF CURVATURE IN SAID PARALLEL LINE; THENCE ALONG ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 925.37 FEET, THROUGH A CENTRAL ANGLE OF 8 DEGREES 16' 25" AN ARC DISTANCE OF 133.63 FEET TO THE TRUE POINT OF BEGINNING. PARCEL "B" OF SURVEY RECORDED AF#200502170146 AKA THAT PORTION OF THOSE CERTAIN STRIPS, PARCELS OR TRACTS OF LAND IN SECTION 24 AND GOVERNMENT LOT 5 OF SECTION 13, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., SHOWN AND DESIGNATED ON THE ORIGINAL PLAT OF THE CITY OF ANACORTES, AS "SEATTLE AND NORTHERN RAILWAY COMPANY'S STATION GROUND", AND AS RESERVED RIGHT-OF-WAY FOR COMPANY'S RIGHT-OF-WAY FOR THE SEATTLE AND NORTHERN RAILWAY, ACCORDING TO A CERTAIN PAPER IN WRITING IN ESCROW WITH JOHN P. HOYT, DATED MAY 28, 1889", DESCRIBED AS FOLLOWS; COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF "B" AVENUE AND ELEVENTH STREET; THENCE NORTH 0 DEGREES 37' 11" EAST 40.00 FEET ALONG THE CENTERLINE OF "B" AVENUE, TO THE SOUTH LINE OF BLOCK 242 EXTENDED EASTERLY; THENCE NORTH 0 DEGREES 37' 11" EAST 177.32 FEET TO A POINT ON CURVE WHICH LIES 30 FEET SOUTHERLY (AND RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, AS NOW LOCATED AND CONSTRUCTED, THE RADIUS POINT OF SAID CURVE BEING NORTH 20 DEGREES 49' 23" WEST 985.37 FEET FROM THE ABOVE DESCRIBED "POINT OF CURVE"; THENCE WESTERLY ON A C P31488
350113-0-012-0009
Assessor Link Recorded Document 201007230111
7/23/2010
DEED
ORTMAN FAMILY L L C ANACORTES 1 L L C LAND TITLE CO - ACREAGE ACCOUNT, ACRES 0.64, PARCEL "B" OF SURVEY RECORDED AF#200502170146 AKA THAT PORTION OF THOSE CERTAIN STRIPS, PARCELS OR TRACTS OF LAND IN SECTION 24 AND GOVERNMENT LOT 5 OF SECTION 13, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., SHOWN AND DESIGNATED ON THE ORIGINAL PLAT OF THE CITY OF ANACORTES, AS "SEATTLE AND NORTHERN RAILWAY COMPANY'S STATION GROUND", AND AS RESERVED RIGHT-OF-WAY FOR COMPANY'S RIGHT-OF-WAY FOR THE SEATTLE AND NORTHERN RAILWAY, ACCORDING TO A CERTAIN PAPER IN WRITING IN ESCROW WITH JOHN P. HOYT, DATED MAY 28, 1889", DESCRIBED AS FOLLOWS; COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF "B" AVENUE AND ELEVENTH STREET; THENCE NORTH 0 DEGREES 37' 11" EAST 40.00 FEET ALONG THE CENTERLINE OF "B" AVENUE, TO THE SOUTH LINE OF BLOCK 242 EXTENDED EASTERLY; THENCE NORTH 0 DEGREES 37' 11" EAST 177.32 FEET TO A POINT ON CURVE WHICH LIES 30 FEET SOUTHERLY (AND RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, AS NOW LOCATED AND CONSTRUCTED, THE RADIUS POINT OF SAID CURVE BEING NORTH 20 DEGREES 49' 23" WEST 985.37 FEET FROM THE ABOVE DESCRIBED "POINT OF CURVE"; THENCE WESTERLY ON A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 3 DEGREES 01' 28" AN ARC DISTANCE OF 52.01 FEET; THENCE SOUTH 72 DEGREES 12' 05" WEST PARALLEL WITH THE 30 FEET DISTANT (SOUTHEASTERLY) FROM THE CENTER OF SAID RAILROAD, A DISTANCE OF 13.19 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 925.37 FEET; THENCE ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 5 DEGREES 04' 10" AN ARC DISTANCE OF 81.88 FEET, SAID POINT BEING 30 FEET SOUTHERLY, (AS MEASURED RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING; THENCE SOUTH 9 DEGREES 13' 41" EAST 128.45 FEET TO THE POINT ON CURVE ON THE ORIGINAL RAILROAD RIGHT-OF-WAY LINE, SAID CURVE HAVING A RADIUS OF 7,789.44 FEET, THE RADIUS POINT OF SAID CURVE BEING NORTH 24 DEGREES 48' 57" WEST 7,789.44 FEET FROM THE ABOVE DESCRIBED "POINT ON CURVE"; THENCE SOUTHERLY ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 7,789.44 FEET, THROUGH A CENTRAL ANGLE OF 1 DEGREE 48' 44" AN ARC DISTANCE OF 246.37 FEET TO THE NORTHWESTERLY CORNER OF LOT 10, BLOCK 243, CITY OF ANACORTES, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, WASHINGTON, AND THE EASTERLY MARGIN OF "A" AVENUE, ACCORDING TO SAID PLAT; THENCE NORTH 0 DEGREES 37' 11" EAST ALONG THE NORTHERLY EXTENSION OF SAID EASTERLY MARGIN OF "A" AVENUE, 115.00 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH AND 30 FEET DISTANT SOUTHEASTERLY FROM THE CENTERLINE OF SAID RAILROAD (AS MEASURED AT RIGHT ANGLES); THENCE NORTH 58 DEGREES 41' 30" EAST ALONG SAID PARALLEL LINE, 98.64 FEET TO A POINT OF CURVATURE IN SAID PARALLEL LINE; THENCE ALONG ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 925.37 FEET, THROUGH A CENTRAL ANGLE OF 8 DEGREES 16' 25" AN ARC DISTANCE OF 133.63 FEET TO THE TRUE POINT OF BEGINNING. PARCEL "B" OF SURVEY RECORDED AF#200502170146 AKA THAT PORTION OF THOSE CERTAIN STRIPS, PARCELS OR TRACTS OF LAND IN SECTION 24 AND GOVERNMENT LOT 5 OF SECTION 13, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., SHOWN AND DESIGNATED ON THE ORIGINAL PLAT OF THE CITY OF ANACORTES, AS "SEATTLE AND NORTHERN RAILWAY COMPANY'S STATION GROUND", AND AS RESERVED RIGHT-OF-WAY FOR COMPANY'S RIGHT-OF-WAY FOR THE SEATTLE AND NORTHERN RAILWAY, ACCORDING TO A CERTAIN PAPER IN WRITING IN ESCROW WITH JOHN P. HOYT, DATED MAY 28, 1889", DESCRIBED AS FOLLOWS; COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF "B" AVENUE AND ELEVENTH STREET; THENCE NORTH 0 DEGREES 37' 11" EAST 40.00 FEET ALONG THE CENTERLINE OF "B" AVENUE, TO THE SOUTH LINE OF BLOCK 242 EXTENDED EASTERLY; THENCE NORTH 0 DEGREES 37' 11" EAST 177.32 FEET TO A POINT ON CURVE WHICH LIES 30 FEET SOUTHERLY (AND RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, AS NOW LOCATED AND CONSTRUCTED, THE RADIUS POINT OF SAID CURVE BEING NORTH 20 DEGREES 49' 23" WEST 985.37 FEET FROM THE ABOVE DESCRIBED "POINT OF CURVE"; THENCE WESTERLY ON A C P31488
350113-0-012-0009
Assessor Link Recorded Document 200910070081
10/7/2009
DEED
FAMILY ORTMAN L L C, ORTMAN FAMILY L L C ANACORTES 1 L L C CHICAGO TITLE COMPANY - ACREAGE ACCOUNT, ACRES 0.64, PARCEL "B" OF SURVEY RECORDED AF#200502170146 AKA THAT PORTION OF THOSE CERTAIN STRIPS, PARCELS OR TRACTS OF LAND IN SECTION 24 AND GOVERNMENT LOT 5 OF SECTION 13, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., SHOWN AND DESIGNATED ON THE ORIGINAL PLAT OF THE CITY OF ANACORTES, AS "SEATTLE AND NORTHERN RAILWAY COMPANY'S STATION GROUND", AND AS RESERVED RIGHT-OF-WAY FOR COMPANY'S RIGHT-OF-WAY FOR THE SEATTLE AND NORTHERN RAILWAY, ACCORDING TO A CERTAIN PAPER IN WRITING IN ESCROW WITH JOHN P. HOYT, DATED MAY 28, 1889", DESCRIBED AS FOLLOWS; COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF "B" AVENUE AND ELEVENTH STREET; THENCE NORTH 0 DEGREES 37' 11" EAST 40.00 FEET ALONG THE CENTERLINE OF "B" AVENUE, TO THE SOUTH LINE OF BLOCK 242 EXTENDED EASTERLY; THENCE NORTH 0 DEGREES 37' 11" EAST 177.32 FEET TO A POINT ON CURVE WHICH LIES 30 FEET SOUTHERLY (AND RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, AS NOW LOCATED AND CONSTRUCTED, THE RADIUS POINT OF SAID CURVE BEING NORTH 20 DEGREES 49' 23" WEST 985.37 FEET FROM THE ABOVE DESCRIBED "POINT OF CURVE"; THENCE WESTERLY ON A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 3 DEGREES 01' 28" AN ARC DISTANCE OF 52.01 FEET; THENCE SOUTH 72 DEGREES 12' 05" WEST PARALLEL WITH THE 30 FEET DISTANT (SOUTHEASTERLY) FROM THE CENTER OF SAID RAILROAD, A DISTANCE OF 13.19 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 925.37 FEET; THENCE ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 5 DEGREES 04' 10" AN ARC DISTANCE OF 81.88 FEET, SAID POINT BEING 30 FEET SOUTHERLY, (AS MEASURED RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING; THENCE SOUTH 9 DEGREES 13' 41" EAST 128.45 FEET TO THE POINT ON CURVE ON THE ORIGINAL RAILROAD RIGHT-OF-WAY LINE, SAID CURVE HAVING A RADIUS OF 7,789.44 FEET, THE RADIUS POINT OF SAID CURVE BEING NORTH 24 DEGREES 48' 57" WEST 7,789.44 FEET FROM THE ABOVE DESCRIBED "POINT ON CURVE"; THENCE SOUTHERLY ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 7,789.44 FEET, THROUGH A CENTRAL ANGLE OF 1 DEGREE 48' 44" AN ARC DISTANCE OF 246.37 FEET TO THE NORTHWESTERLY CORNER OF LOT 10, BLOCK 243, CITY OF ANACORTES, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, WASHINGTON, AND THE EASTERLY MARGIN OF "A" AVENUE, ACCORDING TO SAID PLAT; THENCE NORTH 0 DEGREES 37' 11" EAST ALONG THE NORTHERLY EXTENSION OF SAID EASTERLY MARGIN OF "A" AVENUE, 115.00 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH AND 30 FEET DISTANT SOUTHEASTERLY FROM THE CENTERLINE OF SAID RAILROAD (AS MEASURED AT RIGHT ANGLES); THENCE NORTH 58 DEGREES 41' 30" EAST ALONG SAID PARALLEL LINE, 98.64 FEET TO A POINT OF CURVATURE IN SAID PARALLEL LINE; THENCE ALONG ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 925.37 FEET, THROUGH A CENTRAL ANGLE OF 8 DEGREES 16' 25" AN ARC DISTANCE OF 133.63 FEET TO THE TRUE POINT OF BEGINNING. PARCEL "B" OF SURVEY RECORDED AF#200502170146 AKA THAT PORTION OF THOSE CERTAIN STRIPS, PARCELS OR TRACTS OF LAND IN SECTION 24 AND GOVERNMENT LOT 5 OF SECTION 13, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., SHOWN AND DESIGNATED ON THE ORIGINAL PLAT OF THE CITY OF ANACORTES, AS "SEATTLE AND NORTHERN RAILWAY COMPANY'S STATION GROUND", AND AS RESERVED RIGHT-OF-WAY FOR COMPANY'S RIGHT-OF-WAY FOR THE SEATTLE AND NORTHERN RAILWAY, ACCORDING TO A CERTAIN PAPER IN WRITING IN ESCROW WITH JOHN P. HOYT, DATED MAY 28, 1889", DESCRIBED AS FOLLOWS; COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF "B" AVENUE AND ELEVENTH STREET; THENCE NORTH 0 DEGREES 37' 11" EAST 40.00 FEET ALONG THE CENTERLINE OF "B" AVENUE, TO THE SOUTH LINE OF BLOCK 242 EXTENDED EASTERLY; THENCE NORTH 0 DEGREES 37' 11" EAST 177.32 FEET TO A POINT ON CURVE WHICH LIES 30 FEET SOUTHERLY (AND RADIALLY) FROM THE CENTERLINE OF THE RAILROAD, AS NOW LOCATED AND CONSTRUCTED, THE RADIUS POINT OF SAID CURVE BEING NORTH 20 DEGREES 49' 23" WEST 985.37 FEET FROM THE ABOVE DESCRIBED "POINT OF CURVE"; THENCE WESTERLY ON A C P31488
350113-0-012-0009
Assessor Link Recorded Document 200106130017
6/13/2001
DEED
ORTMAN MARK E, ORTMAN RAMONA A ORTMAN MARK E, ORTMAN RAMONA A, ORTMAN FAMILY TRUST FIRST AMERICAN TITLE INS CO - ALL TH PTNS PRCLS TRS & STRIPS OF LND I NSEC 24 & GV LT 5 SEC 13 THAT LY W OF C/ LOF B AVE EXT & E OF E LI A AVE EXT AS I NORIG PLAT OF ANA & S OF LI PLT & 30FT S ELY MEAS AT R/A FR C/L OF SD GN RLY R/W AS NOW CONST & LOC LESS RT#012-01 P31488
350113-0-012-0009