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( ) - PER 8$200-1093. R.&0,236/17-20, 0,17. <br />FOURTH STREET <br />(:, 89'42'20"W) <br />+, 89'42'20"E 94.91T Tll. - I I P.O.C. 4 <br />NW LY COR. R T.P.0.B. <br />LOT 9. d <br />M.R. 13/45 L71 <br />I ri <br />t NE LY COR, <br />LOT a. <br />?+-- 70.29' •r Q? M,R. 13/45 <br />p. <br />35.00' c? 1Q4p <br />Gr =i <br />1, n LOT 8 f LOT 7 <br />I ? <br /> IL6T 19 <br /> I <br /> U <br />I <br /> <br />? <br /> <br />? <br />I <br />10. <br /> ? t tI <br />L4 <br /> E --20' <br /> I co I <br />?- I <br />? ? o I <br />f c <br /> <br /> <br /> <br />oo' t <br /> <br />M <br />rq 1 <br />LOT 110 <br />CD I <br />N.T.S. <br /> PARCEL "B" <br />' <br /> <br />1 fl 9 <br />< <br />eOF SCAI-W014 <br /> Cp 0 <br /> rn <br /> <br /> <br /> in <br />1000' <br />m <br />CURVE TABLE <br /> p CURVE LENGTH RADIUS DELTA <br /> F- C ' ' ° <br />' <br />' <br /> w = Cl 51.76 6934.00 4C <br />0 <br />2 <br /> ' ' ' <br />' <br />' <br /> F- <br />C2 <br />37.97 <br />25.00 <br />67 <br />01 <br />00 <br />f w m LINE TABLE <br /> r- <br />i n. LINE LENGTH BEARING. <br /> co L1 40.00' N0017'40"E <br /> L2 38.18' N4358'36" <br /> L3 46.69' 1402"12'50"E <br /> L4 12.82' N89"41'5 2"W <br />LOT 11 LOT ,? L5 73.41' NOO'32'52"E <br /> L6 27,49' .1 W40" <br /> L7 13.99' S89'42'20"E <br />2Ci' ! <br />f SE`LY COR. <br />I ? LOT 11, "B" <br />.8.13/45 PARCEL <br />SVLY COR. - -- - - - -- 1,354 SQ. FT. <br />LOT 10, <br />.x.3/4 THIRD STREET <br />---?-- <br />'41-25-W) (Nas ?'2s"w) r <br />Mal* <br />W A ANAL A.P. NO. 398-384-01 f` <br />¦ TEMPORARY CONSTRUCTION EASE"ME"NT <br />?¦?,¦ SKETCH TO ACCOMPANY LEGAL DESCRIPTlt3N <br />EXHIBIT 'D' <br />25E-51