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<br />f;e-/\noorti onuent of Assessments <br /> <br />Resolution ,:0. <br /> <br />;IJme of ASS2sSfi,ent Water Improvement 62-1 <br /> <br />;\uditor's <br /> <br />,io. <br /> <br />318 <br /> <br />Division iio. <br /> <br />50912 <br /> <br />D/P <br /> <br />"0 <br />010. <br /> <br />40 <br /> <br />ORIGI;'IAL /\SSESSr'iEtIT: <br /> <br />(A) 79-90860-011-10 <br />REGISTERED LAND SURVEY 86 <br />Subj to esmts the fol adj part of <br />Tract I and ex N 17ft part of <br />Tracts F G Hand J lying E of L <br />par with and 230 ft E from ex- <br />tended mostw1y L of Tract J & N <br />of L beg at NE cor of Tract J TH <br />S 76 33/100 ft on E L Thereof TH <br />R at angle of 89 Deg 56 min across <br />tract J. <br /> <br />(B) 79-90860-030-10 <br />Subj to esmts and Co. Rd B adj part <br />of Tract I and part of E 264 ft of <br />Tract J lying S of L beg at NE cor <br />of Track J; Th S 76.33 ft on E L <br />thereof th at angle to R of 89 deg <br />56 min across Tract J <br /> <br />LATERAL <br />Front Side <br /> <br />397.8 370.0 <br /> <br />297.0 <br /> <br />AREA <br /> <br />1.6 <br /> <br />1.6 <br /> <br />SERVICES TOT^L ASSESSr'!ErlT: <br /> <br />225.00 4352.05 <br /> <br />1890.75 <br /> <br />(1) 79-90860-012-10 <br />REGISTERED LAND SURVEY 86 <br />(Subj to rd & esmts) the fol; ex N <br />17 ft part of Tracts F H & J lying <br />E of L par with & 230 ft E of ext <br />most wly L of Tract J & N of L beg <br />at NE cor of Tract J th S 76.33 ft <br />on E L thereof th R at angle 89 deg <br />56 min across Tract J. <br /> <br />(2) (Part of Tract F H & J) <br />(Taken for rd, all of) <br />(Tracts G & I taken for rd) <br /> <br />(3) 79-90860-031-10 <br />REGISTERED LAND SURVEY 86 <br />(Subj to rds & esmts) part of E 264 <br />ft of Tract J lying S of L beg at <br />NE co~ of Tract J; th S 76.33 ft <br />on EL thereof; th at angle to R of <br />89 deg 56 min across Tract J. <br /> <br />(4) (Part of Tract J taken) <br />(For rd all of Tract I) <br />(Taken for Rd) <br /> <br />397.8 370.0 <br /> <br />297.0 <br /> <br />1.6 <br /> <br />1.6 <br /> <br />225.00 <br /> <br />4352.05 <br /> <br />None <br /> <br />1890.75 <br /> <br />None <br />