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7/17/2007 9:05:38 AM
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4/23/2005 4:20:48 PM
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Roseville City Council
Document Type
Council Resolutions
Resolution #
1564
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<br />III <br /> <br />WHEREAS the <bunty Auditor of Bamsey County requires that apportionment of original <br /> <br />assessment against each original tract where it has later been 41 vided, sold or conveyed <br /> <br />be made by the Village Cbuncil of the Village of B::>se'Ville in order that the proper <br />assessment can be eztenQed by the County Auditor against each parcel of property there- <br /> <br />after, after the sae has been conveyed and divided.... to commence with the assessment to <br /> <br />be collected in the year 1967 and thereafter, <br /> <br />NOW, THEREFOBE.the Village Council of the Village of Itlseville does hereby make <br /> <br />the following apportionment of an original assessment as contained in said roll assess- <br /> <br />ment of Octqb~13. 1961 against the following deseribed properties: <br />MVISION NO. 36630 <br /> <br />ORIGINAL ASSE3SIVENT <br />see p-19 <br /> <br />Lateral Trunk Service Total <br />Front Front Area Conn. Assessment <br /> <br />(A) 79-0010-020-63 <br />Subj to Rd.s & ex Wi11rrm.s Estates Plat <br />No 1; the S t of swi of Sec 1, T 29, R 23. <br /> <br />1585. <br /> <br />2440. <br /> <br />34.2 400.00 <br /> <br />32,802.50 <br /> <br />REAPPORTI011lMENT <br /> <br />(1) 79-0010-030-63 <br />Slibj to Rds & ex NE1y triangular part, <br />being 30 ft on N line & 70 ft on Eline; <br />the S 526.6 ft of W 920 ft of swi of <br />Sec 1, T 29, R 23. <br /> <br />493.6 <br /> <br />887.0 4.58 <br /> <br />7,708.65 <br /> <br />(2) 79-0010-040-63 <br />Subj to Rd; beg on S line of & 168 ft W <br />from SE cor of swi; the W 1114 ft; th N 332.5 <br />ft; th N 48 deg E176 ft; th N 69 deg E 463 ft; <br />th E 207.94 :Ni; th S 52 deg 14' 40" E 464 ft; <br />th S to beg; in ~ of Sec 1, T 29, R 23. <br /> <br />None <br /> <br />(3) 79-0010-050-63 1091.4 1553.0 29.62 400.00 <br />Subj to Rds & ex Willmus Estates Plat No 1 & <br />ex beg on S line of & 168 ft W from SE cor of <br />swi; th W 1m ft; th N 332.5 ft; th N 48 deg <br />E 176 ft; th N 69 deg E 463 ft; th E 207.94 <br />ft;th S 52 deg 14' 40" E 464 ft; th S to beg; <br />& ex S 526.6 ft of W 920 ft; the st of swi. <br />Also, NEly trianguJar part of last exception, <br />being 30 it on N line & 70 ft on E line of sd <br />exception all in st of swi- of <br />Sec 1, T 29, R 23. <br /> <br />25,093.85 <br /> <br />Total <br /> <br />1585. <br /> <br />2440. 34.2 <br /> <br />400.00 <br /> <br />32,802.50 <br />
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