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22 <br />Monday Apri 1 23rd . , 1934 <br />REDISTRIBUTION OF TFE ABOVE ASSESSMENT <br />Lot 13 Ridgedele Plaza Add., T. H. Beroth . . . . 0 67.66 <br />Principal 6'7.68` <br />Int.erest,- _ . . . . . 12.17 <br />Total 0 . . . . '79.85 <br />Respectfully submitted, <br />William S I=soor e, <br />vi.ty 0 i.vil -�jnprineer. <br />SLINE STREET PAVEMENT <br />Roll NO.2457 <br />Reso.N'o.2254 <br />Pup.-.No.55125 Twyckenham Land & Invest Co. <br />Lot No.99 LJseys Ewing avenue Addition <br />Nove 1932 <br />1933 <br />1934 <br />1935 <br />1936 <br />1937 <br />1938 <br />1939 <br />225.63 <br />225.63 <br />225.63 <br />225.63 <br />225.63 <br />225.63 <br />22t-.63 <br />225,63 <br />54.15 <br />47.38 <br />40.61 <br />33.84 <br />27.08 <br />20.31 <br />13.54 <br />6.77 <br />47.38; <br />40.61 <br />33.84 <br />27.08 <br />20.31v <br />23.54 <br />6.77 <br />52'7.16 <br />286.55 <br />273.02 <br />2559.48 <br />245 9 <br />232.40 <br />3.3.62 <br />300.08 <br />1,805.04 plus <br />433.21 <br />: 2,238.25 <br />PEDISTRIBTTION OF THE ABOVE ASSESSMENT <br />Lot 12 (East Part) Rid e.e de le Plaza Add <br />D. B. HoffVen 216.60 <br />Lot 13 Rideedele Plaza Add <br />T. H. Beroth 10588,44 <br />Principal . . . . . 1,805.04 <br />Int ere s t . . . . . 433.21 <br />Total . . . . 20238.25 <br />Respectfully submitted, <br />willism S. Moore, City Civil Engineer <br />* * * * * * * * * * * * * * * * *.* * * * * * * * * * * * * * * * * * * * * * * * * * <br />KLIN S .'-'EET e'IDENING <br />Poll <br />No.2158 <br />peso <br />No.1856 <br />Dup. <br />N0.39372 <br />Twyckenhem Land &. Investment Co. <br />Lot <br />375 Roseland. <br />Park <br />2nd. Add <br />tiny <br />1934 <br />1935 <br />1936 1937 <br />3.21 <br />3.21 <br />3.21 3.21 <br />.39 <br />.29 <br />.19 .10 <br />.29 <br />.19 <br />.10 <br />33.8 <br />44.5V- <br />3.50 3.31 = 12.84 plus 1.55 s 14.39 <br />Dup. No.39373 <br />Lot 376 R. P. <br />2nd Add <br />3.21 <br />3.21 <br />.39 <br />.29 <br />.29 <br />.19 <br />3.89 <br />3.69 <br />3.21 3.21 <br />.19 .10 <br />.10 <br />3 3.3 12.84 plus 1.55 14.39 <br />• <br />C] <br />,7 <br />�j <br />0 <br />