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200708366
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Last modified
3/4/2012 11:59:14 AM
Creation date
10/1/2007 8:20:45 AM
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200708366
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SECTION I I I a�+.yr,� ,A1 <br />LINE I I S.W. CORNER SWV4 I I 'J -` <br />DETAIL I SECTION 17- TIIN•RIOW s II T T <br />FOPNq'OJHOSTLER•ALUMINUM <br />CAP IN ASPH. PAVEMENT <br />�' — — -� — — <br />1 +oyy. 1 „lil •;;R' AF. — — — ..._ — <br />� —_ -- -- - -- -- —_tom -, <br />[ ( w • 1,288 :0?' Rt, ' SECTION <br />1,249.TR I II WNE P <br />2,617.88'A. O5 <br />UBLIC ROAD RIGHT <br />SOA' A. I OF WAY (WIDTH VARIES) I III TTS P 11" �W. CORNER SWI14 <br />I OVERHEAD POWER LINE I I PP1 N 1G1 N SECTION 17.711 N•R10W <br />587 FOUNO •L S 806• <br />1 30' WIDE CAS EASEMENT / ALUMINUM GAP <br />01 � I iC v <br />i a <br />FOUND PK NAIL ----., � <br />IN ASPH. PAVEMENT 7 <br />2,790.3a' R2. <br />8160.0 R2 -11A. 2.700 -45" P.U. — <br />g I 5.290.38' R2, <br />5.290.51' A. <br />S.E. CORNER 8W114 <br />SECTION 17411N -Alaw <br />FOUND *0 J HOSTLER' AL I NNUIV 1` <br />CAP IN ASPH. PAVEMENT <br />COHNFR T1E3 - SECTIQK 17- T11N -R1ON <br />N.W. COENIIR NW1/4 - FOUND ALUYUIUN CAP 01 ASPH. PAVEMENT <br />74.16' N.W. �'0 JJI1M. 1N PORE POLE <br />40.00' S. TO 1/E" PIPE <br />66.06' S.R. TO 1/S LEON PITS <br />CRAP TRACT NO .376 <br />1' 8 711 110W117 -T11 -R10W' <br />L <br />N.E. CORNER NW1 4 - FOUND "D J tl007LRR" ALUMINIUM CAP IN ASPH. PAVEMENT <br />100.46' N.N1.�. TOP CENTER VALVE OF FIRE RTDRANT <br />64.16' S. TO TOP CESITER Or 8' CAPPED PIPE RO(ER <br />40.90' R. 10 CATER OP DOLT IN TOP OP WOOD POST <br />N.N. DORIIRII RILL 4 - PDVIFY 'L R N4' A- AAUNNIY/ CAP (CASEY C. XHZRLOCK) <br />a1.m:. 11.11: nAµ, 811 PKNCE RRACE PORT <br />at.RR' LL i u1 POWRR ?am <br />48:N' IF•L TO TOT MM OP ME WUMA14T <br />N.V. CORNRJt RRI /4 - POUND 'R I lORT1JOl' ALUMINUM CAP IN A5PH. PAVEMEIT <br />NAY. TN POTER40LE <br />asJlR• AN>L TON 1.ORRR.1'O1.i <br />a1 R4• M JL To F/R- �101N P11K <br />S.S. CORN6II RRl /4 - POUND 'lyt J RORTLER' ALUMINUM CAP IN ASPH. PAVEMENT <br />47.96 S.E. TOO NAM IN 14 'T1l¢ . <br />79.00' S.S.W. TO NAM 10 POWER POLE <br />78.71' N.E. TO NAM IN 18' TREE <br />2' 2,15077'Rt AA, — <br />PUOLIC ROAD RIGHT <br />P. OF WAY (WIDTH VARIES-)— <br />N.W. CORNER N81/4 - FOUND 3/4' IRON PIPE IN ASPH. PAVEMENT. (TOP OF <br />PIPE L4 DAMA ED) <br />96.24' N-W. TO NAIL IN Ra' TREE <br />101.181' N.N.1. TO NEAR FACE OP SECURITY CHAIN LINK FENCE CORNER POST' <br />124.36' H.E. TO NEAR FACE OF EAST SECURITY CHAIN LINK FENCE CATE POST <br />S.W. CORNER SEl /4 - FOUND ALUMINUM CAP IN ASPH. PAVEMENT <br />96.42' N,W, TO NAIL IN 2a' TRES <br />158.44' S.N. TO NAIL IN POWER POLE <br />112.01' S.E. TO NAIL IN POWER POLE <br />5ECTICN LINE" - <br />APPkO)aMATT <br />.PLUME (PER <br />THONEN, UR: <br />ON JANUARY <br />LEGA <br />A Ira01 <br />Duo% <br />follow* <br />84 <br />QY <br />to <br />W4 <br />d4 <br />04 <br />EIS <br />a <br />d4 <br />FI% <br />Pu <br />SURV <br />I h4rrh <br />4 0070936 <br />RI. • RECORDED DISTANCE ON LEGAL DESCRIPTION59F ALDA ROAD RIGHT OF WAY <br />tq I <br />R2.. RECORDED DISTANCE AND/OR ANGLE ON SURVEY PLATS OF TRACTS <br />NO. 37A AND 378. DATED JANUARY 21, 2003, BY LEE 0. WAGNER. L. S. NO. 557 <br />E+ 3 <br />P.. PRORATED DISTANCE <br />DISTANCE <br />a <br />A. • ACTUAL AND/OR ANGLE <br />(L) • LENGTH OF CURVE (ARC DISTANCE) <br />IC) . CHORD DISTANCE <br />NO BEPPRO% MAGE I <br />~ <br />� 100.7 '� RIGHT OF WAY <br />] A. 249.56' A. <br />2—V <br />SECTION I I I a�+.yr,� ,A1 <br />LINE I I S.W. CORNER SWV4 I I 'J -` <br />DETAIL I SECTION 17- TIIN•RIOW s II T T <br />FOPNq'OJHOSTLER•ALUMINUM <br />CAP IN ASPH. PAVEMENT <br />�' — — -� — — <br />1 +oyy. 1 „lil •;;R' AF. — — — ..._ — <br />� —_ -- -- - -- -- —_tom -, <br />[ ( w • 1,288 :0?' Rt, ' SECTION <br />1,249.TR I II WNE P <br />2,617.88'A. O5 <br />UBLIC ROAD RIGHT <br />SOA' A. I OF WAY (WIDTH VARIES) I III TTS P 11" �W. CORNER SWI14 <br />I OVERHEAD POWER LINE I I PP1 N 1G1 N SECTION 17.711 N•R10W <br />587 FOUNO •L S 806• <br />1 30' WIDE CAS EASEMENT / ALUMINUM GAP <br />01 � I iC v <br />i a <br />FOUND PK NAIL ----., � <br />IN ASPH. PAVEMENT 7 <br />2,790.3a' R2. <br />8160.0 R2 -11A. 2.700 -45" P.U. — <br />g I 5.290.38' R2, <br />5.290.51' A. <br />S.E. CORNER 8W114 <br />SECTION 17411N -Alaw <br />FOUND *0 J HOSTLER' AL I NNUIV 1` <br />CAP IN ASPH. PAVEMENT <br />COHNFR T1E3 - SECTIQK 17- T11N -R1ON <br />N.W. COENIIR NW1/4 - FOUND ALUYUIUN CAP 01 ASPH. PAVEMENT <br />74.16' N.W. �'0 JJI1M. 1N PORE POLE <br />40.00' S. TO 1/E" PIPE <br />66.06' S.R. TO 1/S LEON PITS <br />CRAP TRACT NO .376 <br />1' 8 711 110W117 -T11 -R10W' <br />L <br />N.E. CORNER NW1 4 - FOUND "D J tl007LRR" ALUMINIUM CAP IN ASPH. PAVEMENT <br />100.46' N.N1.�. TOP CENTER VALVE OF FIRE RTDRANT <br />64.16' S. TO TOP CESITER Or 8' CAPPED PIPE RO(ER <br />40.90' R. 10 CATER OP DOLT IN TOP OP WOOD POST <br />N.N. DORIIRII RILL 4 - PDVIFY 'L R N4' A- AAUNNIY/ CAP (CASEY C. XHZRLOCK) <br />a1.m:. 11.11: nAµ, 811 PKNCE RRACE PORT <br />at.RR' LL i u1 POWRR ?am <br />48:N' IF•L TO TOT MM OP ME WUMA14T <br />N.V. CORNRJt RRI /4 - POUND 'R I lORT1JOl' ALUMINUM CAP IN A5PH. PAVEMEIT <br />NAY. TN POTER40LE <br />asJlR• AN>L TON 1.ORRR.1'O1.i <br />a1 R4• M JL To F/R- �101N P11K <br />S.S. CORN6II RRl /4 - POUND 'lyt J RORTLER' ALUMINUM CAP IN ASPH. PAVEMENT <br />47.96 S.E. TOO NAM IN 14 'T1l¢ . <br />79.00' S.S.W. TO NAM 10 POWER POLE <br />78.71' N.E. TO NAM IN 18' TREE <br />2' 2,15077'Rt AA, — <br />PUOLIC ROAD RIGHT <br />P. OF WAY (WIDTH VARIES-)— <br />N.W. CORNER N81/4 - FOUND 3/4' IRON PIPE IN ASPH. PAVEMENT. (TOP OF <br />PIPE L4 DAMA ED) <br />96.24' N-W. TO NAIL IN Ra' TREE <br />101.181' N.N.1. TO NEAR FACE OP SECURITY CHAIN LINK FENCE CORNER POST' <br />124.36' H.E. TO NEAR FACE OF EAST SECURITY CHAIN LINK FENCE CATE POST <br />S.W. CORNER SEl /4 - FOUND ALUMINUM CAP IN ASPH. PAVEMENT <br />96.42' N,W, TO NAIL IN 2a' TRES <br />158.44' S.N. TO NAIL IN POWER POLE <br />112.01' S.E. TO NAIL IN POWER POLE <br />5ECTICN LINE" - <br />APPkO)aMATT <br />.PLUME (PER <br />THONEN, UR: <br />ON JANUARY <br />LEGA <br />A Ira01 <br />Duo% <br />follow* <br />84 <br />QY <br />to <br />W4 <br />d4 <br />04 <br />EIS <br />a <br />d4 <br />FI% <br />Pu <br />SURV <br />I h4rrh <br />
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