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2�jp'7D$ 367 <br />NOTE: WESI BOUNDAF <br />e, <br />v]I w <br />xx <br />RIGHT OF WAY <br />bUAI.E — I " =300' <br />91, . RECORDED DISTANCE ON LEGAL DESCRIPTIONS OF ALOA ROAD RIGHT OF WAY <br />R2.. RECORDED DISTANCE ANDIOR ANGLE ON SURVEY PLATS OF TRACTS <br />NO. 37A AND 778. DATED JANUARY 21, 2007, BY LEE 0. WAGNER. L. S. NO. 5.57 <br />P.. PRORATED DISTANCE <br />A.. ACTUAL DISTANCE ANDIOR ANGLE <br />(L) . LENGTH OF CURVE (ARC DISTANCE) <br />IC) . CHORD DISTANCE <br />g563L T 1z <br />P a <br />�a <br />ow <br />SECTION I I I �9�' ! ' Y . V•� <br />LINE I I S.W. CORNER 5WIt4 I I� , T� m <br />DETAIL I SECTION 17- TI1N•R10W <br />Fpl1ND'DJ HOSTLER'ALUMINl1M <br />� GAP IN ASPH. PAVEMENTd�Il y),21LC1 AP'1•¢F <br />p <br />SECTION <br />1,269.65'A. R I I�,A LINE 0 P - <br />PUBLIC ROAD RIGHT � L1� <br />OF WAY (WIDTH VARIES) I I ,T,• P46 .1 W. CORNER SWII4 <br />I OVERHEAD POWER LINE I I 6O2'6e 1G1 SECTION 17- TIIN -RIOW <br />597 • <br />FOUND 'L S SW <br />M' WIDE CAS EASEMENTS II / ALUMINUM CAP <br />�'d P. <br />I <br />FOUND NAIL <br />PAVEM� <br />IN ASP H. <br />1 2.790-38'13:?. <br />P•, <br />`60.0 PIZ&& 2.790.45' P,AA, <br />1h� <br />1 I 5.290,36' 82. <br />it. I 5,29051• A. <br />1 <br />S.E. CORNER SWIM - <br />SECTION 17•T11N•R10W <br />FOUNO'DJHOSTLER'ALUMINUM 1, <br />CAP IN ASPH. PAVEMENT <br />CARP TRACT NO 37B <br />E 18 711 R10W' 17 -711 -R10W' <br />L <br />CORNER 'PIES-„ SECTION 17 -TIIN RIOM <br />M.N. CORNER NW1 /4 - FOUND AWMINUII CAP IN ASPH. PAVEMENT <br />74.46' N.W. 7700 NAIL. IN WFTLR POLE <br />40.00' L. 7O 1/L' P1PL <br />66.66' L.E. 'I'0 t/2 IRON PIPE <br />N.L. COIWLR N11 { - FOUND 'D J HOSTtaR` ALUMINUM CAP IN ABPA. PAV9MmT <br />1a 0A6' x.N.4. TOP CENI'E9 VALVE OP FIRE HYDRANT <br />86.17' S. TO TOP CENTER Or L' CAPPED PIPE 111492 <br />16.90' W. 10 CRNTLA OP BOLT D1 TOP or MOOD POST <br />N.w. C0Y111�1 IS 4 - ram R A 91111' Al1IMHILIM CAR (WET C. SHERLOCK) <br />41.15.. xw: !!Ap JN IIDH:E LUDO* POST <br />HF POTO Paz <br />45:49' xs. 70 TOP CRINTIE l q. I= 9YDRANr <br />A.V. ON /A' /1 - POLWD 'D $,XOt AR ALUMINUM CAP IN ASPH. PAVEMENT <br />711 x11. �r'0 xAH. In M211 =POLE <br />�6,A5 A.w. TO NAJL�HI wEH.POL/ <br />'71Z 11.8, TO 1/11-' PTE <br />LUI, 00111192 9111/4 - FBI;" 'D. J X067732" ALUMINUM CAP IN ASPH, PAVEMENT <br />67.06' 9.11. 70 NAIL IN. 14 ISE[ <br />701.60' 9.9.V. TO MAIL He PUM POLS <br />72.74' N.L. TO NAIL IN 19' TREC <br />4 <br />NOTE: WESI BOUNDAF <br />e, <br />APPROXIMATE CENT <br />RIGHT OF WAY <br />- 249.56'A.��Yy___ <br />- --- - <br />--- -- - -,��, <br />2,16077'R1.4A. <br />PUBLIC ROAD RIGHT_/ <br />T P_ <br />OF WAY (WIDTH VARIES) <br />_�Tg AA5 <br />_ SECTION LINE f <br />APPP.OxiMATE <br />PLULIE (pER <br />j' THOFIEN. URS <br />ON JANUARY <br />i <br />li <br />I <br />I <br />CORNER DIES - SECT1011 18- T11N -RION <br />N.V, CORNER NLI /4 - POUND 9/4' IRON PIPE IN ASPH. PAVEMENT. (TOP Of <br />PIPE L4 DANACRD) <br />96.24' X.W. TO NAIL IN 23' TREE <br />201.19' M.N.W. TO NEAR PACE DI SECURITY CHAIN LINK FENCE CORNER POST <br />,24.98' H.C. TO NCtlt PACE OF EAST 79CURITY CHAIN LINK PENCE CATE POST <br />S.M. CORNER 9E1 /4 - POUND ALUMINUM CAP IN ASPH, PAVEMENT <br />96.42' N.M. TO NAIL DJ 29" TREE <br />166.65' S.M. TO NAIL IN POWER POLL <br />112.01' S.E. TO NAIL IN POWER POLE <br />M&A <br />A 4ao1 <br />Duarte, <br />folio" <br />Be <br />G1+ <br />10 <br />w4 <br />do <br />N <br />E11 <br />0 <br />do <br />Fir <br />Pu <br />SUNV <br />I beret <br />