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<br />Water Imp. 62-2,64-4,5, & 6 <br /> <br />DIVISION NO. 40244 <br /> <br /> IATERAL SERVIC E TOTAL <br />ORIGINAL ASSESSMENT FRONT SIDE CONN. ASSESSMENT <br />( p - 341) <br />79-0100...060-31 600.0 75.00 $ 2925.00 <br />Without access to Hwy & subj to <br />Hwy & esmts & ex N 190 ft of S <br />258 ft of W 210 ft; part of NW~ <br />of NWt, W of orig Sne lling Ave & <br />Sly of line run from pt on W line <br />of & 809.05 ft N from SIN cor of sd <br />~}; th SE1y 843.87 ft at angle of <br />92005' from sd W line to Wly line <br />of sd Ave. in Sec 10, T29, R 23. <br />REAPPORTIONMENT : <br />79-0100-070-31 -0... <br />Without access to Hwy & ex N 190 ft <br />of S 258 ft of W 110 ft; part, S & <br />W of Roseville'~onding area & E of <br />Hwy, of NWt of '4 (subj to esmts) <br />in Sec 10, T 29, R 23 <br />79-0100-080-31 600.0 75.00 $ 2925.00 <br />Part of NWi of NW~ lying Wly of Snelling <br />Curve & Ely of Rosevil1e' s ponding area <br />& Sly of a line run Ely at angle of 920 <br />05' meas ured from N to E & from pt on W <br />line of sd ~ distant 809.05 ft N from <br />SW cor of sd ~~ of Sec 10, T 29, R 23. <br /> -0- <br />79-0100...090-31 <br />Com on W line of & 809.05 ft N from SW <br />cor of NWi of NWt; th Ely at angle of <br />92005' measured fram N to E for 510 ft <br />for be~; th Wly on sd angular line 410 <br />ft to E line of Hwy; th S 380 ft; th E <br />300 ft; th S 150 ft; th E 95 ft; th S to <br />S line of sd ~; th E to W line of Snelling <br />Curve; th N thereon to pt 45 ft N of sd <br />S line; th W 265 ft; th N to pt 282 ft N <br />of Sd S line. th E to pt 650 ft E fromW <br />line of s d it th N 340 ft; th NWly to beg <br />(subj to esmtsJ in Sec 10, T 29, R 23. <br />TOTAIS 600.0 75.00 $ 2925.00 <br />