Laserfiche WebLink
X13 <br />�Iv <br />Q <br />N <br />Rl.. RECORDED DISTANCE ON LECIA1. DESCRIPTIONS OF ALCA ROAD FIGHT OF WAY <br />192 - RECORDED DISTANCE AND /OR ANGLE ON SURVEY PLATS OF TRACTS <br />NO, 37A AND 37B• DATED JANUARY 21. 2003, 9Y LEE D. WAGNE.T 1. S. NO, 557 <br />P.. PRORATED DISTANCE <br />A. " ACTUAL DISTANCE ANDIOR ANGLE <br />(L) . LBNGTH OF CURVE (ARC DISTANCE) <br />(C) . CHORD DISTANCE <br />,�T w <br />100.7r A. <br />NOTE- WEST BOUNDARY OF PROPERTY IS THE — <br />APPROXIMATE CENTER OF THE ALGA ROAD I I s� P <br />RIGHT OF WAY <br />1�. -- <br />S.W. CORNER SWIM I �`aJ'. ` `r•:i "�• <br />SECTION $ NOStfT-R10W 'Tj I 7 T •� 7 SPA) <br />POUr4D ASPH. PAVEMENT <br />es <br />CAP IN ASPH. PAVEMENT �T "I I rJ42��,G1 P• � ' ,( � $• 0g\ <br />,�, — — _... _.. •+i.31- A_ — — — — ..._ = � I �Y �� s00 <br />1 1,:6985 -. 5ECiII7N A, <br />60.0'A.- ° PUBLIC ROAD RIGHT 1 yP P• <br />I OF WAY (WIDTH VARIES) I p , h, /W. CORNER SW VA <br />I I I r'J'o L SECTION 17- T+IN•R+uw <br />OVERHEAD POWER LINE ha' / FOUND'L 5806" <br />r30' WIDE GAS EASEMENT �II ��� ALUMINUM CAP <br />V <br />� I <br />I <br />I �Q <br />p. <br />FOUND PK NAIL ----.�' I \ <br />IN ASPH. PAVEMENT i y <br />I4 <br />g1 I I <br />S.E. CORNER Swim ~ <br />SECTION 17- Ti 1N -Rlaw <br />FOUNO'0 J HOSTLER' ALUMINUM -� \ <br />CAP IN ASPH. PAVEMENT <br />790.39' R2, <br />R2,6A. 2.790.45' P,AA <br />CARP TRACT N0. 37B <br />1' 8 -T11 -R10W' 17 -T11 -R10WI <br />L. -�- , --J <br />VQRNER TIES - RECTION <br />N.N. CORNER NW1 /. - FOUND AW ' <br />#DNUN CAP IN ASPH. PAVFMVr <br />74.46' N.Y. �t0 NAIL IN POWER POLE <br />40.00' E. TO 1/E' � PIPE <br />"Awl S.E. TO 1/E IRON PIPE <br />N.E. CORNEA NWl 4 - POUND `D J HOSTLER" ALUMINIUM CAP IN ASPH. PAVEMENT <br />109.60 N.N.'TOP CENTER VALVE OF PURR HYDRANT <br />83.13' S. TO TOP CENTER OF 9" CAPPED PIPE RISER <br />60,90' W. TO CENTER OF DOLT IN TOP OF WOOD POST <br />N.N. CORNER SWl /4 - POUND 'I. 9 096" ALUMINUM CAP (CASEY C. SHERLOCK) <br />61.06' N.V. TO NAIL IN FENCE BRACE POST <br />OI.Btl' S.E. TO NAIL IN POWER POLE <br />48.49' N.E. TO TOP CEN7R71 OF FINE HYDRANT <br />E.W. CORNER SWI /4 - FOUND -D J HOSTLER' ALUMINUM CAP IN ASPH. PAVEMENT <br />79.30' N.Y. TO NAIL IN POWER POLE <br />96.33' S.N. TO NAIL IN POWER POLE <br />71,04' N.1. TO 1/2- IRON PIPE <br />9.E. CORNCR SNl /•1 POUND '➢ J HOSTLEF" ALUMINUM CAP IN ASPH. PAVEMENT <br />87.95' 9.E. . NAIL 1M 14" TREE <br />79.00' S.9.W. TO NAIL IN POWER POLE <br />72.71' N.R. TO MAIL 14 10" TREE <br />ar <br />/-- 249 — - <br />— — — _ — _ r _ _ <br />.-- — — <br />____2 -1 <br />ALA! ROAf <br />1 9 <br />�'X <br />160 77'R I AA. <br />U <br />el rii <br />Sy'16'20 <br />SECTION <br />LINE <br />. DETAIL ,C <br />X13 <br />�Iv <br />Q <br />N <br />Rl.. RECORDED DISTANCE ON LECIA1. DESCRIPTIONS OF ALCA ROAD FIGHT OF WAY <br />192 - RECORDED DISTANCE AND /OR ANGLE ON SURVEY PLATS OF TRACTS <br />NO, 37A AND 37B• DATED JANUARY 21. 2003, 9Y LEE D. WAGNE.T 1. S. NO, 557 <br />P.. PRORATED DISTANCE <br />A. " ACTUAL DISTANCE ANDIOR ANGLE <br />(L) . LBNGTH OF CURVE (ARC DISTANCE) <br />(C) . CHORD DISTANCE <br />,�T w <br />100.7r A. <br />NOTE- WEST BOUNDARY OF PROPERTY IS THE — <br />APPROXIMATE CENTER OF THE ALGA ROAD I I s� P <br />RIGHT OF WAY <br />1�. -- <br />S.W. CORNER SWIM I �`aJ'. ` `r•:i "�• <br />SECTION $ NOStfT-R10W 'Tj I 7 T •� 7 SPA) <br />POUr4D ASPH. PAVEMENT <br />es <br />CAP IN ASPH. PAVEMENT �T "I I rJ42��,G1 P• � ' ,( � $• 0g\ <br />,�, — — _... _.. •+i.31- A_ — — — — ..._ = � I �Y �� s00 <br />1 1,:6985 -. 5ECiII7N A, <br />60.0'A.- ° PUBLIC ROAD RIGHT 1 yP P• <br />I OF WAY (WIDTH VARIES) I p , h, /W. CORNER SW VA <br />I I I r'J'o L SECTION 17- T+IN•R+uw <br />OVERHEAD POWER LINE ha' / FOUND'L 5806" <br />r30' WIDE GAS EASEMENT �II ��� ALUMINUM CAP <br />V <br />� I <br />I <br />I �Q <br />p. <br />FOUND PK NAIL ----.�' I \ <br />IN ASPH. PAVEMENT i y <br />I4 <br />g1 I I <br />S.E. CORNER Swim ~ <br />SECTION 17- Ti 1N -Rlaw <br />FOUNO'0 J HOSTLER' ALUMINUM -� \ <br />CAP IN ASPH. PAVEMENT <br />790.39' R2, <br />R2,6A. 2.790.45' P,AA <br />CARP TRACT N0. 37B <br />1' 8 -T11 -R10W' 17 -T11 -R10WI <br />L. -�- , --J <br />VQRNER TIES - RECTION <br />N.N. CORNER NW1 /. - FOUND AW ' <br />#DNUN CAP IN ASPH. PAVFMVr <br />74.46' N.Y. �t0 NAIL IN POWER POLE <br />40.00' E. TO 1/E' � PIPE <br />"Awl S.E. TO 1/E IRON PIPE <br />N.E. CORNEA NWl 4 - POUND `D J HOSTLER" ALUMINIUM CAP IN ASPH. PAVEMENT <br />109.60 N.N.'TOP CENTER VALVE OF PURR HYDRANT <br />83.13' S. TO TOP CENTER OF 9" CAPPED PIPE RISER <br />60,90' W. TO CENTER OF DOLT IN TOP OF WOOD POST <br />N.N. CORNER SWl /4 - POUND 'I. 9 096" ALUMINUM CAP (CASEY C. SHERLOCK) <br />61.06' N.V. TO NAIL IN FENCE BRACE POST <br />OI.Btl' S.E. TO NAIL IN POWER POLE <br />48.49' N.E. TO TOP CEN7R71 OF FINE HYDRANT <br />E.W. CORNER SWI /4 - FOUND -D J HOSTLER' ALUMINUM CAP IN ASPH. PAVEMENT <br />79.30' N.Y. TO NAIL IN POWER POLE <br />96.33' S.N. TO NAIL IN POWER POLE <br />71,04' N.1. TO 1/2- IRON PIPE <br />9.E. CORNCR SNl /•1 POUND '➢ J HOSTLEF" ALUMINUM CAP IN ASPH. PAVEMENT <br />87.95' 9.E. . NAIL 1M 14" TREE <br />79.00' S.9.W. TO NAIL IN POWER POLE <br />72.71' N.R. TO MAIL 14 10" TREE <br />ar <br />/-- 249 — - <br />— — — _ — _ r _ _ <br />.-- — — <br />____2 -1 <br />ALA! ROAf <br />1 9 <br />�'X <br />160 77'R I AA. <br />�—PUOOC ROAD RIGHT CIE <br />-AST P' <br />WAY (WIDTH VARIES$ <br />\T9 <br />SECTION I. INE -� -•`- <br />APPRO.11MAT <br />PLUME (PEA <br />THOHEN. OF <br />ON JANUAR] <br />I <br />� I <br />5,290.38' F$. <br />5.290.51'A. ' <br />CORNER YIES , -- ,SFCITSIN 16-TI IN -8101 <br />N.W. CORNER NEl 4 - FOUND 3/4' IRON PIPE IN ASPH. PAVEMENT. (TOP OF <br />PWR 10 DAM- ED) <br />96.94' M.Y. TO NAIL IN 20' TREE, <br />101.19' N.N.N. TO NEAR FACE OF SECURITY CHAIN LINX FENCE CORNER POST <br />184.99' N.E. TO NEAR FACE OF EAST 99CURM CHAIN LINE FENCE GATE POST <br />S.W. CORNER SEl/4 - FOUND ALUMINUM CAP IN ASPH. PAVEMENT <br />99.42' N.Y. TO NAIL IN 90' TREE <br />108.60' S.W. TO NAIL IN POWER POLE <br />118.01' S.E. TO NAIL DI POWER POLE <br />LEGJ <br />A RI a4 <br />4 <br />Rr <br />0 <br />a <br />n <br />rI <br />dI <br />u <br />a( <br />T1 <br />6• <br />S. <br />n� <br />al <br />SURI'I here <br />