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PRE- CONSTRUCTION RECORD OF SURVEY <br />IN THE SE 1/4 OF SECTION 30 AND THE NE 1/4 OF SECTION 31, <br />TOWNSHIP 7 SOUTH, RANGE 2 WEST, W.M. <br />MARION COUNTY, OREGON <br />DATE: OCTOBER 07, 2021 <br />MONUMENT TABLE (FEMA AVENUE SE) <br />POINT # <br />NORTHING <br />EASTING <br />STATION (ELMA AVENUE) <br />OFFSET <br />DESCRIPTION <br />SURVEY REFERENCE <br />SURVEY REFERENCE <br />122 <br />215936.11 <br />191329.39 <br />14+81.47 <br />29.94 <br />RT <br />IR <br />5/8" <br />WYPC <br />"PLS 1917" <br />P.P. 95-114 <br />131 <br />215966.33 <br />191299.89 <br />15+11.26 <br />0.02 <br />RT <br />BC <br />3" IN <br />MB, <br />DOWN 0.6' <br />MCSR 29919 <br />132 <br />215996.23 <br />191270.37 <br />15+40.74 <br />29.93 <br />LT <br />IP <br />1/2" <br />14+41.08 <br />0.00 <br />MCSR 7888 <br />134 <br />216015.88 <br />191330.60 <br />15+61.25 <br />30.02 <br />RT <br />IR <br />5/8" <br />WYPC <br />"ANDREWS RLS 1626" <br />MAHRT AVENUE MEADOWS PHASE II, V.43, P.52, B.O.T.P. <br />135 <br />216071.24 <br />191331.38 <br />16+16.61 <br />30.00 <br />RT <br />IR <br />5/8" <br />WYPC <br />"ANDREWS RLS 1626" <br />MAHRT AVENUE MEADOWS PHASE II, V.43, P.52, B.O.T.P. <br />136 <br />216131.38 <br />191332.22 <br />16+76.76 <br />30.00 <br />RT <br />IR <br />5/8" <br />WYPC <br />"ANDREWS RLS 1626", DOWN 0.4' <br />P.P. 1996-106 <br />137 <br />216186.73 <br />191333.03 <br />17+32.11 <br />30.02 <br />RT <br />IR <br />5/8" <br />WYPC <br />"ANDREWS RLS 1626" <br />P.P. 1996-106 <br />148 <br />216226.77 <br />191273.61 <br />17+71.30 <br />29.97 <br />LT <br />IR <br />5/8" <br />WYPC <br />"LANDMARKERS" <br />P.P. 98-145 <br />138 <br />216231.26 <br />191333.72 <br />17+76.65 <br />30.06 <br />RT <br />IR <br />5/8" <br />WYPC <br />"ANDREWS RLS 1626" <br />P.P. 1996-106 <br />147 <br />216231.86 <br />191333.33 <br />17+77.24 <br />29.67 <br />RT <br />IP <br />1/2", <br />DOWN <br />0.7' <br />MCSR 14828 <br />149 <br />216331.14 <br />191275.09 <br />18+75.68 <br />29.97 <br />LT <br />IR <br />5/8" <br />WYPC <br />"LANDMARKERS" <br />P.P. 98-145 <br />150 <br />216356.15 <br />191275.47 <br />19+00.70 <br />29.95 <br />LT <br />IR <br />5/8" <br />WYPC <br />IS 1831" <br />MCSR 30732 <br />151 <br />216365.07 <br />191275.61 <br />19+09.62 <br />29.94 <br />LT <br />IP <br />1/2", <br />DOWN <br />0.3' <br />MCSR 22529 <br />146 <br />216381.90 <br />191335.84 <br />19+27.30 <br />30.05 <br />RT <br />IR <br />5/8" <br />WYPC <br />"RIVERSIDE ENG" <br />P.P. 2008-82 <br />145 <br />216431.38 <br />191334.34 <br />19+76.75 <br />27.84 <br />RT <br />IP <br />1/2", <br />BENT <br />SHOWN IN P.P. 2008-82 <br />144 <br />216431.71 <br />191336.90 <br />19+77.12 <br />30.39 <br />RT <br />IR <br />5/8" <br />WYPC <br />"RIVERSIDE ENG" <br />P.P. 2008-82 <br />152 <br />216438.25 <br />191277.00 <br />19+82.81 <br />29.59 <br />LT <br />IP <br />1/2", <br />BENT <br />EASTERLY, DOWN 0.3' <br />MCSR 7888 <br />143 <br />216491.85 <br />191337.44 <br />20+37.26 <br />30.07 <br />RT <br />IR <br />5/8" <br />WAL "BEI LS 1132" <br />MCSR 35250 <br />142 <br />216575.79 <br />191338.62 <br />21+21.21 <br />30.06 <br />RT <br />IR <br />5/8" <br />WAL "BEI LS 1132", DOWN 0.3' <br />MCSR 35250 <br />141 <br />216631.82 <br />191339.34 <br />21+77.24 <br />30.00 <br />RT <br />IR <br />5/8" <br />WYPC <br />"AZIMUTH SURVEYING", DOWN 0.3' <br />P.P. 2006-13 <br />153 <br />216688.71 <br />191340.19 <br />22+34.14 <br />30.02 <br />RT <br />IR <br />5/8" <br />WYPC <br />"AZIMUTH SURVEYING" <br />P.P. 2006-13 <br />154 <br />216741.51 <br />191340.90 <br />22+86.95 <br />30.00 <br />RT <br />IR <br />5/8" <br />WYPC <br />"AZIMUTH SURVEYING", DOWN 0.3' <br />P.P. 2006-13 <br />155 <br />216813.71 <br />191311.94 <br />23+58.73 <br />0.00 <br />BC <br />3" IN <br />MB, <br />DOWN 1.0' <br />MCSR 29919 <br />MONUMENT TABLE (STATE STREET) <br />POINT # <br />NORTHING <br />EASTING <br />STATION (STATE STREET) <br />OFFSET <br />DESCRIPTION <br />SURVEY REFERENCE <br />155 <br />216813.71 <br />191311.94 <br />1+00.00 <br />0.00 <br />BC 3" IN MB, DOWN 1.0' <br />MCSR 29919 <br />156 <br />216766.14 <br />191365.69 <br />1+53.34 <br />48.02 RT <br />IR 5/8 WYPC "AZIMUTH SURVEYING" <br />P.P. 2006-13 <br />157 <br />216784.06 <br />191421.33 <br />2+09.13 <br />30.57 RT <br />IP 1-1/2" <br />MCSR 10942 <br />158 <br />216845.52 <br />191525.59 <br />3+13.90 <br />30.02 RT <br />IR 5/8" <br />P.P. 78-76 <br />100 <br />216824.97 <br />192652.97 <br />14+41.08 <br />0.00 <br />BC 3" IN MB, DOWN 1.1' <br />MCSR 29920 <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />OREGON <br />SEPTEMBER 12, 2017 <br />STEVEN LEE HOWELL <br />91569 <br />RENEWS: 6-30-2023 <br />MCSR 39526 <br />MCSR 39526 <br />