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2.00' <br />(NTS) o <br />rho <br />5/8" Rebar & Cap <br />LS 4961 Per 196 PM 50 <br />APN: 260- 100 -017 <br />SEE REVERSE SIDE <br />3 4" Iron Pipe <br />LS 2856 Per 76 PM 46 S88 .22'59 "E <br />72.74' <br />— 3/4" Iron Pipe <br />LS 2856 Per 76 P,1 46 <br />(Disturbed) <br />J�� 9 <br />�O <br />6 <br />cJ <br />180.25' <br />48.39' L j ' <br />31— 7g' <br />1 27.33' <br />5/8" Rebar & Cap <br />RCE 19893 <br />Per 76 PM 46 –i <br />Io <br />0 <br />m W <br />o <br />PARCEL B N <br />I � o <br />1 m <br />I <br />I <br />I <br />i <br />� 151.21' <br />s84-37154 <br />0 I <br />I <br />PARCEL A <br />I <br />i I <br />Scab: 1 " = 30' �j 3 C_L \q 13091 <br />