Loading...
sp-1154hDEDICATION KNOW ALL MEN BY THESE PRESENTS, that, Kim W. Impecoven and Madorie J. Impecoven, husband and wife, Dan L. K-Ily and Paula J. Kelly, husband arid wife, and Washington Trust Bank a corporation, has caused to be platted into tracts the land shown hereon as "Short Plat # 11 54 - 97" and described as follows: The North 130 feet 5 inches of Lots 1 and 2 and the North 130 feet 5 inches of the East half of Lot 3 in Block 23 of HUTCHINSON'S ADDITION as per plat thereof recorded in Volume "0" of Plats, Page 4; Side yard and rear y ard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final short plat, The setbacks indicated on this plat may be varied from if proper zoning or variance approvals are obtained. � Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on-site sewage systems may be authorized. Prior to the issuance of a building permit for Tracts within this Short Plat, Alki Avenue shall be constructed as per Impecoven site street plan and profile - Alki Avenue at Argonne Road. Building permit B 96121. Plans accepted 8/7/96 , or other means assuring construction of the mad acceptable to the Spokane County Engineer. IN WITNESS WHEREOF, I have hereunto -,at my hand and affixed my seal this day of 11 __ " 1 _____,1997. #AN L. KELLY PAULA J. KELLY WASHINGTON TRUST BANK IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written, My commission expires Notar Public in and for the State of Washington Residing at Washington AUDITOR'S CERTIFICATE Filed for record this_day of .199 at M in Book—of Short Plats on Page at th request of LEGEND 0 Set 1/2* reber cap No. f3642/9967 or as noted Found Simpson Cap or as noted, = Subdivision Boundary EOUIPMENT & PROCEDURE A Nikon DTM -1 Total Station, and a field Traverse wej-,Z. used for this Survey* I BASIS OF BEARING The bearing of N00'03'57"\A/ along the centerline of Ar Road per record of Survey filed in Book 15 of Surveys, Page 10, is the Basis of Bearing for this ShortPlat COUNTY ENGINEER EXAMINED AND APPROVED THIS DAY OF 1997 - - ----- ---- ------- SPOKANE COUNTY ENGINEER SPOKANE REGIONAL HEALTH DISTRICT M 0 SCALE IN FEET THE HEREON PLATTED LAND HAVE BEEN FULLY PAID 11 ­­_ � r= THIS DAYOF 0 0 0 Z 31 1 0 0 SPOKANE COUNTY TREASURER DEPUTY 0 0 W Fd� 1/2" re bar OF ..1,1997 Simpson Cap 130, DIRECTOR OF BLDG. & PLANNING in Asphalt 0 0 U U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L] LE E - -j 0 0 W W :D couNTY ASSESSOR -7 9 1 Z Z 0 EXAMINED AND APPROVED SPOKAWMRM THIS OF1997 N /v SPOKANE COUNTY ASSESSOR DEPUTY I � r, - � � � - �� �1 " � � � r_1 r11 r" r_1 rn r_� I-1 ­ __ - rn 1�1 20' - 7 7 7 s s. Q . , I - S 89015'0 0" W L — 332.41-- S 8 9017'08" W 332.50 Fd. PK nail VALLEY S89'016'04"W 664.91 — — WAY Fd broken P K no 11 Fd. PK noil Z 0 Fd, 80D spike AUDITOR'S CERTIFICATE Filed for record this_day of .199 at M in Book—of Short Plats on Page at th request of LEGEND 0 Set 1/2* reber cap No. f3642/9967 or as noted Found Simpson Cap or as noted, = Subdivision Boundary EOUIPMENT & PROCEDURE A Nikon DTM -1 Total Station, and a field Traverse wej-,Z. used for this Survey* I BASIS OF BEARING The bearing of N00'03'57"\A/ along the centerline of Ar Road per record of Survey filed in Book 15 of Surveys, Page 10, is the Basis of Bearing for this ShortPlat COUNTY ENGINEER EXAMINED AND APPROVED THIS DAY OF 1997 - - ----- ---- ------- SPOKANE COUNTY ENGINEER SPOKANE REGIONAL HEALTH DISTRICT M 0 SCALE IN FEET THE HEREON PLATTED LAND HAVE BEEN FULLY PAID 11 ­­_ � r= THIS DAYOF 100 0 100 200 1 100, SPOKANE COUNTY TREASURER DEPUTY DIVISION Of BLDG. AND PLANNING EXAMINED AND APPROVED THIS DAY OF ..1,1997 INJ ED DIRECTOR OF BLDG. & PLANNING 0 0 U U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L] LE E - -j 0 0 O CT 0 3 1997 couNTY ASSESSOR EpSIM4EM EXAMINED AND APPROVED SPOKAWMRM THIS OF1997 SPOKANE COUNTY ASSESSOR DEPUTY I � r, - � � � - �� �1 " � � � r_1 r11 r" r_1 rn r_� I-1 ­ __ - rn 1�1 Charles E. Simpson P.E. & LS, 9967