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I herebycertiy'y fhc7/ Phis is a Bdsis of Beorir/ys/-- <br /> true a"Cl eOrre c f 17717P of ,I-ny sur ve y, Secllor7 /ir/e hefweer7 4 SAP OF SURVEY <br /> Comp/e/ed orf /fie ,24 fh a/ay af' Secs / & 2, assurr7ed /0 OF DEMAf/T/N/ PHOPEF/T V <br /> No vernbe,-, /933, be True Mot-Ah, /N T/ONS 1 AND 2, \ v <br /> fleQ9isferec� Civil�et7cy;17Cel- A// rnonurnerffS se/ are .SUrvey<?ol by Chas. // kv/ddows, <br /> 3/4"dia. /turf Pres, 30"/or/q, Ci vi/ Erfgirfeer <br /> br,rss fags we/c%c�orr, and Nov. /9 33. .Sca'/e /"= 300' �. <br /> I hereby certify. fhcrf / haves <br /> a <br /> excrm/nea/ this maw of w/af <br /> IJafea! E'C. <br /> 2 ,Z <br /> SEC. 35 SEC. 36 � <br /> ' — T 3N RBE' <br /> J,,=,7&1'V Surveyor of 4n Joaquin Cg <br /> i <br /> – ( J <br /> T2 /V R8E <br /> SEC. 2 <br /> Ck W W,1,1-17 e r'/Y <br /> S007'17 /ii7e o <br /> W. <br /> Trac k <br /> N 6B° Sa' E 2ry 45. O� fence F Se/ 3/4" Iron <br /> i Set 3,14" /fon fence 940.9' Plc�e of fence <br /> Pioe' of fe/lc'e 90 3./' <br /> 90/10, corner <br /> confer- set 314 Set 3W, <br /> Iron Pfjoe /ro,? Pipe <br /> I <br /> I • <br /> I � <br /> I oM o � <br /> NTII <br /> p h <br /> Corner Feoee U lu\ <br /> X <br /> Se/ <br /> /roe Pie 1u 0 h v <br /> P 78. 5/ o0 8. 94 63. 7 7 f/G'/9ES C o <br /> Zo <br /> 0 i <br /> v � <br /> 0 0 <br /> v <br /> "/nett <br /> lr� y c .� In dl` /ence canner A/ g7' 4-7',E <br /> N.E. corner ofxP <br /> Q1 J a C W N.W. %4 of S.w. %4 I /86' fence <br /> Found V of Sec/ior� !. / Icorner of <br /> axleh fence-- <br /> 0f' a 0 p N 89' 33'E <br /> /-/40/7 2. h � <br /> 40.3' WIo e A <br /> Lewis <br /> -Tel 3/4 Iron hI h corner of <br /> OPloe • -.__.;�I fence fence <br /> �t Q I •Q, M /B2.3 <br /> IW C k stoke <br /> /ine of w%z <br /> � SAV Stake 0 <br /> °u 14 ERAS s.E. Cor, of H <br /> h C M W. %4 o f <br /> Q I S w%4 Of' <br /> h 448.0 _ /259.6' found/ <br /> /n017 ,o/�oe <br /> S <97° 43' W <br /> - - - - - - - - set 3/4"Iron i see° 2g' wi II L- so u* 1117 of N. W Y4 x Bryan <br /> I Piwe /.4 a/S!�t/. I I I �f 9 W. of -fee, <br /> /. <br /> cornefof N.E. ,S'oufh /life of �V. E. %4• I <br /> / <br /> /4 of I of S.E.%4 Of Se�. 2. I Bridge of Found axle, 48'S.of A%4 con, <br /> S.E./4 pf I I /,4 !14 Cor,- 3'5. of bridt/e, 6.7'�✓ o!'brid57e xt� <br /> Serf/on 2. Point of beyirfr/in9 for ( Found r'oi/inq ori E. sia�e of bridge <br /> • I ¢ of 241 /goad Easernerf/ II � <br /> • _ I fo Nor//�, is S 88" ?8'GV, /4' I I� ' <br /> from, spi.re a/ S.W corner <br /> 13 0{Al w. ',IV o{ s w. %4 -0,F /. <br /> Sec fi on <br /> /fine x <br /> i9r/ders0r/ Found/" <br /> M l p 1 I ( m l Iron Pi�oe <br /> • IN <br /> � of <br /> • I I °I of <br /> � v <br /> • I I ' � <br /> I SEC. 2. I SEC. /. � • <br /> I <br /> 3. SEC, 2. "- <br /> 307. 3 101073, <br /> 1307. 3 <br /> ,�- ,3 _ Found/ <br /> - - ��.7�_g3' I Iron P'!je <br /> b __ pG//• __ -- -_ _ - I %a %4 610r. <br /> 3 g8° 2d• w Found ax/e of Sec. Cor, I <br /> SEC. A <br /> T. 2 N. R. g E. M 'a B. M. <br /> v <br /> Found ;bon`vfaai y' ' <br /> noshes �f • • <br /> Sec.. Cor. - • <br />