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S.W. CORNER SE114 <br />SECT(CN 18- T11WR10W PIPE I <br />FN ASNP 1APAVEM NTAP� 200708364 CATES PKrNAION ASPI <br />-411 O - INDICATES 12" IRON WITH <br />_�- - -.--- (CAP IS STAMPED I. S 557 <br />0 - INDICATES PK NAIL WIl H N <br />SCALE1 "=900' ASPH. PAVEMENT. (DISK <br />Fl 1.. RECORDEO DISTANCE ON LEGAL DESCRIPTIONS OF ALDA ROAD RIGHT OF WAY <br />R2.. RECORDED DISTANCE AND /OR ANGLE ON SURVEY PLATS OF TRACTS <br />ip I yy <br />NO. 37A AND 370, DATED JANUARY 21, 2003, BY LEE D. WAGNER, L. S, NO. 557 <br />P. - PRORATED DISTANCE <br />Er A. _ ACTUAL DISTANCE AND /OR ANGLE <br />p (L) ,. LENGTH OF CURVE (ARC DISTANCE) <br />(C) . CHORD DISTANCE <br />klao'4— p ~ <br />�� rn � � , }p NOTE: WEST O' <br />APPROXIMAT <br />RIGHT OF WA <br />g100.7T A. 249.56' A: O0. 180 °40'39" — — — .Y. _ I ^ 2160.77' R1.8, <br />S.W. CORNER SWI14 C .� ' �PUBL1 ROAD RIE <br />DTAI I SECTION 17•T11N -R10W 7 Y &P � OF WAY (WIDTH VA <br />�FOUND "D J HOSTLER" ALUMINUM CAP IN ASPH. PAVEMENT 'o P J I 5A �.T 79 "a -- — T 1.331.59 AJ....". — .�— <br />yi /1 Z <br />d ( r 1 dY 1,269.82' R1. Y �~ CTIO <br />1 �� i 7 SECTION LINE <br />,269.65'A. <br />X W 2,6I 88'A, LIANPE R &p0 „ \ <br />U5 <br />PUBLIC ROAD RIGHT <br />60.0' A. OF WAY (WIDTH VARIES ) TI P <br />N, <br />lL1 /W, CORNER S-1 /4 <br />I OVERHEAD POWER LINE II 60L'�LCTP SECTION I7•TIIN -131OW <br />I I geT FOUND "L S 836” <br />30' WIDE GAS EASEMENT ALUMINUM CAP <br />�I V <br />I ° APPRO' <br />PLIIMZ <br />11101E <br />ON JAI <br />11\ IA '1 <br />' <br />FOUND PK NAIL --��� ! ' <br />IN ASPH. PAVEMENT <br />/ 2,790.38'R2. <br />2.790.45' P.BA. <br />r �60,0'R2.8A. pO <br />5 290.38' R2. <br />{°y I 5,290.51 A. ' <br />S.E. CORNER $W114 CRAP TRACT NO. 37B <br />SECTION Y7FT14N•R10W <br />• FOUNO "0 J HOSTLER" ALUMINUM 1 <br />CAR .IN ASPH, PAVEMENT <br />18 -T11 -R10W 17 -T11 -R10W <br />9.Q}3PlER TIES - SE�TL 17 -Tl IN -R10N <br />N,11. CORNER 714 - FOUND ALUMINUM CAP IN ASPH, PAVEMENT <br />94,46' M.V, D 10111 IN POWER POLE <br />40.00' S. TO 1/E 3NON PIPE <br />isela, S.E. TO 1/2 IRON PIPE <br />N.E. CORNER NV1 //4 - FOUND. "D J HOyTLICE ALUMINUM CAP IN ASPH, PAVEMENT <br />100.85' N•N.'If TBP COMER VALVE OF FIRE HYDRANT <br />80.13' S. TO TOP'CENTER OF 0" CAPPED PIPE RISER <br />60.90' W. TO CFNTER OT poix IN TOP OF WOOD POST <br />N,W. CO� SWI 4- [pU1N1p. •"•L q A3$" ALUMINUM CAP (CASEY C. SHERLOCK) <br />. EI.EE N{ W IN 0 EHACE POST <br />ASi4W IQ R - 77'''OO. TW CENT HYDRANT <br />SW SWJ/4.�- 1000 'D J M ISTUR" ALUMINUM CAP IN ASPH. PAVEMENT <br />�� 8 w• "'77T[g�00'� N.A�H(,. lI4 PP0L76 <br />'71,04 1i K. 'NO rf/R "(, <br />S.E. COENE� SM1� {. ^ POUNC.�D JR ALUMINUM CAP IN ASPR. PAVEMENT <br />87A$ . E.E. 777 NAIL 1N Ji' . <br />70.00' S.B.V. TO N:UL 1Pi'PO�LE <br />72,71' N.E. TO NAIL IN 18" TREE <br />N.W. CORNER NB1 /4 - FOUND 3/4" IRON PIPE IN ASPH. PAVUMPNT. (TOP OF <br />PIPE IS DAMAGED) <br />08.24' N.V. TO NAIL IN 28" TREE <br />101.10' N.N.V. TO NEAR FACE OF SECURITY CHAIN UNIX FENCE CORNER POST <br />124,0$' N.E. TO NEAR FACE OF EAST SECURITY CHAIN LINK FENCE CATE POST <br />S.W. CORNER SEI/4 - FOUND ALUMINUM CAP IN ASPH, PAVEMENT <br />98.48' N.V. TO NAIL IN 28" TREE <br />188.06' S.W. TO NAIL IN POWER POLE <br />112.01' S.E. TO NAIL IN POWER POLE <br />