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<br />DL 5-/il13 <br /> <br />SIXTH ADDENDUM TO SLEEPY HOLLOW <br />CONDOMINIUMS PLAT <br />DANE COUNTY) WISCONSIN <br />WILL I AMSDN SURVEY I NG CD, ) I NC <br /> <br />SCALE 1 H - 20' <br /> <br />~~~~ = COMMON ELEMENT <br /> <br /> PATIO <br /> 28. 8 ~ <br /> 12' <br /> 38. 8 (') <br /> UNIT lIi <br />co 5335-102 (J'o <br /><Xi 1101 SQ, FT. r--: <br />(\J ~ <br /> 2. 3 <br /> 36, 4 <br /> 2. 2 <br />co UNIT <br /><Xi 5335-101 i' <br />(\J <br /> 1011 SQ. FT. <br /> 1. 1 <br /> <br />NOTE' <br />ALL PATIOS INCLUDE ABUTTED BUFFER <br /> <br />PATIO <br /> <br />PATIO <br /> <br /> <br />38. 0 <br /> <br />12' ~ <br />t-.(') <br />If) <br /> <br />28. 8 <br />38. 8 <br /> <br />PATIO <br /> <br />PATIO <br /> <br />PATIO <br /> <br />~ <br />12' <br /> <br />40. 5 <br /> <br />40. 8 <br /> <br />12' <br /> <br />38, 0 <br /> <br />(J'o <br /> <br />UNIT co <br /><Xi <br />5339-104 (\J <br />2,2 1102 SQ. FT. <br /> <br />(J'o <br />r--: <br />2. 0 UN I T ~ UN IT 2. 1 ~ <br />5335-104 (\J 5337-102 <br />1069 SQ. FT, 798 SQ. FT. co <br />36. 0 <br /> <br />i' ;::; <br />2. 0 UN IT gj UN IT 2. 2 <br />5337-104 5339-102 <br />ex: 798 SQ. FT. 1070 SQ. FT. <br />o <br />~ 36. 3 <br /> <br /> <br /> <br />36, 6 <br /> <br /> <br />36, 5 <br /> <br />2. 0 <br />UNIT <br />5335-103 <br />1000 SQ. FT, <br />1.2 <br /> <br />: UN IT!. 5 <br />(\J 5339-101 <br />995 SQ, FT. <br />1. 1 <br /> <br />2.2 UNIT <br />\D co <br />c:5 5339-103 <Xi <br />(\J 1005 SQ. FT, (\J <br />1.2 <br /> <br />UNIT2,0 <br />ex: 5337-101 V! <br />gJ 712 SQ. FT. "<t 0:: <br />- ~ <br />(')<1: <br />(\JI- <br />1. 1 V! <br /> <br />2.0 UNIT <br />5337-10 <br />"<t <br />_ 714 SQ, FT. <br />(') <br />(\J 1. 2 <br />23. 3 <br /> <br />33, 3 <br /> <br />33. 2 <br /> <br />1O)n 36. 6 <br />PATIO <br />2. 3 <br />CONC. SLAB <br />CANTILEVER ABOVE <br /> <br />CONC, SLAB <br />CANTILEVER ABOVE <br /> <br /> <br />FIRST FLOOR ELEVATION <br />BUILDING 1 <br /> <br />Co Nbc <br /> <br />1'LlfTS P A &E. <br /> <br />3 <br /> <br /> <br />06\01-325 <br />SHEET 3 OF 18 <br />