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N E 1 /4 SECTION 2 T7S R3W WM NW 1 /4 SECTION I T7S R3W WM <br />M.CSR-. 39673 <br />I& <br />SET NETWORK POINT <br />0 <br />FOUND MONUMENT <br />HIGHWAY RIGHT-OF-WAY <br />PROPERTY LINE/CITY STREET <br />-------------- <br />ORIGINAL LOT LINE/FALSE CALL LINE <br />DLC LINE <br />4 <br />RECORD PER MCSR 13504 <br />5 <br />RECORD PER HERBER'S ADDITION <br />6 <br />RECORD PER PARTITION PLAT 95-068 <br />7 <br />RECORD PER BUCHHOLZ ADDITION NO. I <br />10 <br />RECORD PER MCS R 2009 <br />MCBOTP - <br />MARION COUNTY BOOK OF TOWN PLATS <br />UNLESS NOTED, ;® --RECORD <br />"PRIVATE PROPERTY LINES ARE SHOWN <br />AS APPROXIMATE ONLY*** <br />(z) <br />1100/u <br />0 <br />o <br />0 960 LS <br />o O 9 -T11/00/0000 <br />C) <br />Q) <br />C) <br />1003 <br />N d&'J�d"44"/ L <br />(S 890501 E) 7 <br />Lu <br />< <br />1003 <br />MAR101V <br />u <br />cr-O <br />711 <br />< <br />P.P. = PARTITION PLAT <br />R = REEL <br />MCSR = MARION COUNTY SURVEY RECORD <br />SEE SHEET 12 OF 13 <br />1 *18I <br />30/ 0 11159 <br />0-' DIXON STREET <br />01019 <br />0 <br />NOT RESOLVED <br />30' 1038 <br />1020 <br />v <br />*NOTE: <br />"VLN" <br />C� <br />> <br />U-1 <br />P.I. AT STATION 74+52.51 WAS CALCULATED <br />z <br />HOLDING RECORD DISTANCE OF 121.12'FROM FOUND <br />rn <br />MONUMENT 11 51 A AT "VLN" STATION 73 +31.39 AND <br />Q) <br />5 <br />RECORD DISTANCE OF 481.54FRO M FOUND <br />Z <br />0 1039 <br />MONUMENT 1004 AT "VLN" STATION 79+34.05. <br />THESE RECORD DISTANCES ARE PER MCSR 2009 AND <br />co <br />PERPETUATES THE METHOD USED IN P.P. 2018-043. <br />4 <br />11VLN11 74+$2.51 P.I. <br />lod-3/99// <br />CALCULATED P.I. <br />D <br />0 <br />11 000 /)5 <br />fA <br />SEE *NOTE <br />30 <br />N. 240859.742 <br />1040 <br />1042 <br />1041 <br />1154 E. 7 82 5-09.350 <br />HELD FOR RIGHT <br />o co <br />OF WA Y LINE <br />C) <br />1021 <br />KIIM177F�H HE�OHUS <br />SECOND AIDIMU�am <br />4 3 2 <br />VOL 75 PC 45 <br />Mcgo TP <br />O <br />4 <br />N �' rn 11VLN11 7j+31-39 P.l. AH = EQ. <br />11VLN11 73+30.36 F.I. BK= <br />361 <br />10430 11DB11 15+ 10.32 P.O.T <br />40'PER GEED 0009' <br />8 40,13-454 156 <br />4 1052 <br />(A 0009100 <br />PER®590737,277 <br />An CA N. 24 <br />R 5 84 6 E, 0 7 82 N57 .706 pqooR/ 1411 F <br />1048 1047 1046 1 / 0 117 <br />1045 100 --- <br />6TO 44 11 <br />1044 <br />0 W <br />1 0c) -R-584-1 ILi <br />PER -OEEO P' 6 <br />j0150/p5C-R' <br />LA -: 528 .54' 6 <br />1050 HELD R 210113011 <br />5 <br />HELD L�::: 102.061 <br />1049 T 5 <br />'LamI <br />W <br />V--� <br />Ar <br />co <br />b-) <br />N <br />=01 <br />m <br />1033 C ----------------------------- 103-4 <br />s <br />O <br />1151 A DEARBORN AVENUE <br />L)IJ <br />0 0 <br />�& ------------------------------- <br />1051 30/ 116 1054 1036 1053 1035 <br />zz <br />30 5 <br />DOI 1092 <br />0 0 <br />5) FEE) <br />1057 U ILI W �W E F D- <br />20 n LF-U <br />1091 ZA\-\ <br />Q)- ANHE"117 moo <br />�0 log <br />1065 VOL 20 PC 72 <br />MCBOTP <br />4 <br />1055 <br />1056 <br />1058 <br />m <br />20/ <br />T 70+00 1059 - <br />1060 <br />42 <br />A&I 15 <br />i - i <br />50, <br />FEET <br />r <br />W <br />• <br />M.CSR 39673 <br />SEE SHEET 10 OF 13 <br />