File Number,
Date Recorded,
Document 		Grantor Grantee Filer Comment Legal Parcel,
PLSS Data,
Permit #,
Tax Acct
Assessor Link Recorded Document 201712010046
12/1/2017
NOTICE-LAND		 WOODWARD NANCY L, WOODWARD JASON, WOODWARD AMY HILES STEPHEN Z, HILES WENDY A CHICAGO TITLE COMPANY COPY LOT 3 SHORT PLAT 90-20 AF#9008230029, TOGETHER WITH 1/8 INTEREST IN TRACT E SHORT PLAT 13-81 AF#8104270038. EXCEPT ROAD RIGHT-OF-WAY RECORDED ON AF#9706110088 DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE HEREINAFTER DESCRIBED LYING SOUTHEASTERLY OF A LINE BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRED TO AS HES) 238+23.29 ON THE SR 20 SURVEY LINE OF SR 20, CAMPBELL LAKE ROAD VICINTY, AND 77.70 FEET NORTHWESTERLY THEREFROM, THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 239+09 MORE OR LESS ON SAID SURVEY LINE AND 46.81 FEET NORTHWESTERLY THEREFROM; THENCE NORTHERLY TO A POINT OPPOSITE HES 239+22 MORE OR LESS ON SAID SURVEY LINE AND 70 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY PARALLEL WITH SAID SURVEY LINE THROUGH HIGHWAY EQUATION 240+43.50 P.T. AND A.P. BK. = 241+74.14 P.O.T. (4.41 RT.) AHD. TO A POINT HES 240+43.50 THEREON; THENCE SOUTHEASTERLY TO A POINT OPPOSITE SAID HES 240+43.50 AND 60 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 247+05.50 ON SAID SURVEY LINE AND 57 FEET NORTHERLY THEREFROM; THENCE SOUTHERLY TO SAID HES 247+05.50 AND THE END OF THIS LINE DESCRIPTION. P90336
340207-0-010-0600
Assessor Link Recorded Document 201712010047
12/1/2017
DEED		 WOODWARD NANCY, WOODWARD JASON, WOODWARD AMY HILES STEPHEN Z, HILES WENDY A CHICAGO TITLE COMPANY - LOT 3 SHORT PLAT 90-20 AF#9008230029, TOGETHER WITH 1/8 INTEREST IN TRACT E SHORT PLAT 13-81 AF#8104270038. EXCEPT ROAD RIGHT-OF-WAY RECORDED ON AF#9706110088 DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE HEREINAFTER DESCRIBED LYING SOUTHEASTERLY OF A LINE BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRED TO AS HES) 238+23.29 ON THE SR 20 SURVEY LINE OF SR 20, CAMPBELL LAKE ROAD VICINTY, AND 77.70 FEET NORTHWESTERLY THEREFROM, THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 239+09 MORE OR LESS ON SAID SURVEY LINE AND 46.81 FEET NORTHWESTERLY THEREFROM; THENCE NORTHERLY TO A POINT OPPOSITE HES 239+22 MORE OR LESS ON SAID SURVEY LINE AND 70 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY PARALLEL WITH SAID SURVEY LINE THROUGH HIGHWAY EQUATION 240+43.50 P.T. AND A.P. BK. = 241+74.14 P.O.T. (4.41 RT.) AHD. TO A POINT HES 240+43.50 THEREON; THENCE SOUTHEASTERLY TO A POINT OPPOSITE SAID HES 240+43.50 AND 60 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 247+05.50 ON SAID SURVEY LINE AND 57 FEET NORTHERLY THEREFROM; THENCE SOUTHERLY TO SAID HES 247+05.50 AND THE END OF THIS LINE DESCRIPTION. P90336
340207-0-010-0600
Assessor Link Reference Recorded Document 201712010048
12/1/2017
DEED OF TRUST		 HILES STEPHEN Z, HILES WENDY A CHICAGO TITLE COMPANY, PEOPLES BANK CHICAGO TITLE COMPANY - LOT 3 SHORT PLAT 90-20 AF#9008230029, TOGETHER WITH 1/8 INTEREST IN TRACT E SHORT PLAT 13-81 AF#8104270038. EXCEPT ROAD RIGHT-OF-WAY RECORDED ON AF#9706110088 DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE HEREINAFTER DESCRIBED LYING SOUTHEASTERLY OF A LINE BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRED TO AS HES) 238+23.29 ON THE SR 20 SURVEY LINE OF SR 20, CAMPBELL LAKE ROAD VICINTY, AND 77.70 FEET NORTHWESTERLY THEREFROM, THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 239+09 MORE OR LESS ON SAID SURVEY LINE AND 46.81 FEET NORTHWESTERLY THEREFROM; THENCE NORTHERLY TO A POINT OPPOSITE HES 239+22 MORE OR LESS ON SAID SURVEY LINE AND 70 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY PARALLEL WITH SAID SURVEY LINE THROUGH HIGHWAY EQUATION 240+43.50 P.T. AND A.P. BK. = 241+74.14 P.O.T. (4.41 RT.) AHD. TO A POINT HES 240+43.50 THEREON; THENCE SOUTHEASTERLY TO A POINT OPPOSITE SAID HES 240+43.50 AND 60 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 247+05.50 ON SAID SURVEY LINE AND 57 FEET NORTHERLY THEREFROM; THENCE SOUTHERLY TO SAID HES 247+05.50 AND THE END OF THIS LINE DESCRIPTION. P90336
340207-0-010-0600
Assessor Link Reference Recorded Document 201705150059
5/15/2017
DEED		 WOODWARD FAMILY PROPERTIES L L C WOODWARD JASON, WOODWARD AMY WOODWARD NANCY - LOT 3 SHORT PLAT 90-20 AF#9008230029, TOGETHER WITH 1/8 INTEREST IN TRACT E SHORT PLAT 13-81 AF#8104270038. EXCEPT ROAD RIGHT-OF-WAY RECORDED ON AF#9706110088 DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE HEREINAFTER DESCRIBED LYING SOUTHEASTERLY OF A LINE BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRED TO AS HES) 238+23.29 ON THE SR 20 SURVEY LINE OF SR 20, CAMPBELL LAKE ROAD VICINTY, AND 77.70 FEET NORTHWESTERLY THEREFROM, THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 239+09 MORE OR LESS ON SAID SURVEY LINE AND 46.81 FEET NORTHWESTERLY THEREFROM; THENCE NORTHERLY TO A POINT OPPOSITE HES 239+22 MORE OR LESS ON SAID SURVEY LINE AND 70 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY PARALLEL WITH SAID SURVEY LINE THROUGH HIGHWAY EQUATION 240+43.50 P.T. AND A.P. BK. = 241+74.14 P.O.T. (4.41 RT.) AHD. TO A POINT HES 240+43.50 THEREON; THENCE SOUTHEASTERLY TO A POINT OPPOSITE SAID HES 240+43.50 AND 60 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 247+05.50 ON SAID SURVEY LINE AND 57 FEET NORTHERLY THEREFROM; THENCE SOUTHERLY TO SAID HES 247+05.50 AND THE END OF THIS LINE DESCRIPTION. P90336
340207-0-010-0600
Assessor Link Recorded Document 201705150060
5/15/2017
DEED		 WOODWARD JASON, WOODWARD AMY WOODWARD JASON, WOODWARD AMY, WOODWARD NANCY L WOODWARD NANCY - LOT 3 SHORT PLAT 90-20 AF#9008230029, TOGETHER WITH 1/8 INTEREST IN TRACT E SHORT PLAT 13-81 AF#8104270038. EXCEPT ROAD RIGHT-OF-WAY RECORDED ON AF#9706110088 DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE HEREINAFTER DESCRIBED LYING SOUTHEASTERLY OF A LINE BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRED TO AS HES) 238+23.29 ON THE SR 20 SURVEY LINE OF SR 20, CAMPBELL LAKE ROAD VICINTY, AND 77.70 FEET NORTHWESTERLY THEREFROM, THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 239+09 MORE OR LESS ON SAID SURVEY LINE AND 46.81 FEET NORTHWESTERLY THEREFROM; THENCE NORTHERLY TO A POINT OPPOSITE HES 239+22 MORE OR LESS ON SAID SURVEY LINE AND 70 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY PARALLEL WITH SAID SURVEY LINE THROUGH HIGHWAY EQUATION 240+43.50 P.T. AND A.P. BK. = 241+74.14 P.O.T. (4.41 RT.) AHD. TO A POINT HES 240+43.50 THEREON; THENCE SOUTHEASTERLY TO A POINT OPPOSITE SAID HES 240+43.50 AND 60 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 247+05.50 ON SAID SURVEY LINE AND 57 FEET NORTHERLY THEREFROM; THENCE SOUTHERLY TO SAID HES 247+05.50 AND THE END OF THIS LINE DESCRIPTION. P90336
340207-0-010-0600
Assessor Link Reference Recorded Document 201105180034
5/18/2011
DEED		 WOODWARD FAMILY PROPERTIES L L C WOODWARD JASON, WOODWARD AMY GUARDIAN NORTHWEST TITLE COMPANY - LOT 3 SHORT PLAT 90-20 AF#9008230029, TOGETHER WITH 1/8 INTEREST IN TRACT E SHORT PLAT 13-81 AF#8104270038. EXCEPT ROAD RIGHT-OF-WAY RECORDED ON AF#9706110088 DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE HEREINAFTER DESCRIBED LYING SOUTHEASTERLY OF A LINE BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRED TO AS HES) 238+23.29 ON THE SR 20 SURVEY LINE OF SR 20, CAMPBELL LAKE ROAD VICINTY, AND 77.70 FEET NORTHWESTERLY THEREFROM, THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 239+09 MORE OR LESS ON SAID SURVEY LINE AND 46.81 FEET NORTHWESTERLY THEREFROM; THENCE NORTHERLY TO A POINT OPPOSITE HES 239+22 MORE OR LESS ON SAID SURVEY LINE AND 70 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY PARALLEL WITH SAID SURVEY LINE THROUGH HIGHWAY EQUATION 240+43.50 P.T. AND A.P. BK. = 241+74.14 P.O.T. (4.41 RT.) AHD. TO A POINT HES 240+43.50 THEREON; THENCE SOUTHEASTERLY TO A POINT OPPOSITE SAID HES 240+43.50 AND 60 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 247+05.50 ON SAID SURVEY LINE AND 57 FEET NORTHERLY THEREFROM; THENCE SOUTHERLY TO SAID HES 247+05.50 AND THE END OF THIS LINE DESCRIPTION. P90336
340207-0-010-0600
Assessor Link Recorded Document 200608140192
8/14/2006
LOT CERTIFICATION		 SKAGIT COUNTY PLANNING & DEVELOPMENT SERVICES WOODWARD FAMILY PROPERTY L L C SKAGIT COUNTY PLANNING & DEVELOPMENT SERVICES - LOT 3 SHORT PLAT 90-20 AF#9008230029, TOGETHER WITH 1/8 INTEREST IN TRACT E SHORT PLAT 13-81 AF#8104270038. EXCEPT ROAD RIGHT-OF-WAY RECORDED ON AF#9706110088 DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE HEREINAFTER DESCRIBED LYING SOUTHEASTERLY OF A LINE BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRED TO AS HES) 238+23.29 ON THE SR 20 SURVEY LINE OF SR 20, CAMPBELL LAKE ROAD VICINTY, AND 77.70 FEET NORTHWESTERLY THEREFROM, THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 239+09 MORE OR LESS ON SAID SURVEY LINE AND 46.81 FEET NORTHWESTERLY THEREFROM; THENCE NORTHERLY TO A POINT OPPOSITE HES 239+22 MORE OR LESS ON SAID SURVEY LINE AND 70 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY PARALLEL WITH SAID SURVEY LINE THROUGH HIGHWAY EQUATION 240+43.50 P.T. AND A.P. BK. = 241+74.14 P.O.T. (4.41 RT.) AHD. TO A POINT HES 240+43.50 THEREON; THENCE SOUTHEASTERLY TO A POINT OPPOSITE SAID HES 240+43.50 AND 60 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 247+05.50 ON SAID SURVEY LINE AND 57 FEET NORTHERLY THEREFROM; THENCE SOUTHERLY TO SAID HES 247+05.50 AND THE END OF THIS LINE DESCRIPTION. P90336
340207-0-010-0600
Assessor Link Recorded Document 200512060163
12/6/2005
DEED		 WOODWARD JASON, WOODWARD AMY WOODWARD FAMILY PROPERTIES LAND TITLE CO - LOT 3 SHORT PLAT 90-20 AF#9008230029, TOGETHER WITH 1/8 INTEREST IN TRACT E SHORT PLAT 13-81 AF#8104270038. EXCEPT ROAD RIGHT-OF-WAY RECORDED ON AF#9706110088 DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE HEREINAFTER DESCRIBED LYING SOUTHEASTERLY OF A LINE BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRED TO AS HES) 238+23.29 ON THE SR 20 SURVEY LINE OF SR 20, CAMPBELL LAKE ROAD VICINTY, AND 77.70 FEET NORTHWESTERLY THEREFROM, THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 239+09 MORE OR LESS ON SAID SURVEY LINE AND 46.81 FEET NORTHWESTERLY THEREFROM; THENCE NORTHERLY TO A POINT OPPOSITE HES 239+22 MORE OR LESS ON SAID SURVEY LINE AND 70 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY PARALLEL WITH SAID SURVEY LINE THROUGH HIGHWAY EQUATION 240+43.50 P.T. AND A.P. BK. = 241+74.14 P.O.T. (4.41 RT.) AHD. TO A POINT HES 240+43.50 THEREON; THENCE SOUTHEASTERLY TO A POINT OPPOSITE SAID HES 240+43.50 AND 60 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 247+05.50 ON SAID SURVEY LINE AND 57 FEET NORTHERLY THEREFROM; THENCE SOUTHERLY TO SAID HES 247+05.50 AND THE END OF THIS LINE DESCRIPTION. P90336
340207-0-010-0600
Assessor Link Recorded Document 200511280257
11/28/2005
DEED		 LARSON DALE, LARSON PATRICIA WOODWARD JASON, WOODWARD AMY LAND TITLE CO - LOT 3 SHORT PLAT 90-20 AF#9008230029, TOGETHER WITH 1/8 INTEREST IN TRACT E SHORT PLAT 13-81 AF#8104270038. EXCEPT ROAD RIGHT-OF-WAY RECORDED ON AF#9706110088 DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE HEREINAFTER DESCRIBED LYING SOUTHEASTERLY OF A LINE BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRED TO AS HES) 238+23.29 ON THE SR 20 SURVEY LINE OF SR 20, CAMPBELL LAKE ROAD VICINTY, AND 77.70 FEET NORTHWESTERLY THEREFROM, THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 239+09 MORE OR LESS ON SAID SURVEY LINE AND 46.81 FEET NORTHWESTERLY THEREFROM; THENCE NORTHERLY TO A POINT OPPOSITE HES 239+22 MORE OR LESS ON SAID SURVEY LINE AND 70 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY PARALLEL WITH SAID SURVEY LINE THROUGH HIGHWAY EQUATION 240+43.50 P.T. AND A.P. BK. = 241+74.14 P.O.T. (4.41 RT.) AHD. TO A POINT HES 240+43.50 THEREON; THENCE SOUTHEASTERLY TO A POINT OPPOSITE SAID HES 240+43.50 AND 60 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 247+05.50 ON SAID SURVEY LINE AND 57 FEET NORTHERLY THEREFROM; THENCE SOUTHERLY TO SAID HES 247+05.50 AND THE END OF THIS LINE DESCRIPTION. P90336
340207-0-010-0600
Assessor Link Reference Recorded Document 200408030082
8/3/2004
DEED OF TRUST		 LARSON DALE G, LARSON PATRICIA ALYESKA OCEAN INC, FIRST AMERICAN TITLE INS CO FIRST AMERICAN TITLE INS CO - LOT 3 SHORT PLAT 90-20 AF#9008230029, TOGETHER WITH 1/8 INTEREST IN TRACT E SHORT PLAT 13-81 AF#8104270038. EXCEPT ROAD RIGHT-OF-WAY RECORDED ON AF#9706110088 DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE HEREINAFTER DESCRIBED LYING SOUTHEASTERLY OF A LINE BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRED TO AS HES) 238+23.29 ON THE SR 20 SURVEY LINE OF SR 20, CAMPBELL LAKE ROAD VICINTY, AND 77.70 FEET NORTHWESTERLY THEREFROM, THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 239+09 MORE OR LESS ON SAID SURVEY LINE AND 46.81 FEET NORTHWESTERLY THEREFROM; THENCE NORTHERLY TO A POINT OPPOSITE HES 239+22 MORE OR LESS ON SAID SURVEY LINE AND 70 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY PARALLEL WITH SAID SURVEY LINE THROUGH HIGHWAY EQUATION 240+43.50 P.T. AND A.P. BK. = 241+74.14 P.O.T. (4.41 RT.) AHD. TO A POINT HES 240+43.50 THEREON; THENCE SOUTHEASTERLY TO A POINT OPPOSITE SAID HES 240+43.50 AND 60 FEET NORTHWESTERLY THEREFROM; THENCE NORTHEASTERLY TO A POINT OPPOSITE HES 247+05.50 ON SAID SURVEY LINE AND 57 FEET NORTHERLY THEREFROM; THENCE SOUTHERLY TO SAID HES 247+05.50 AND THE END OF THIS LINE DESCRIPTION. P90336
340207-0-010-0600