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AnIle of 54 21' '}2'" "no" t'ad'1uI of 600 tut; Tt'ence,
Northvellerly along th~ ill'C of .aid curvCl, . dittanee
of 569.30 feet to tho poInt of t.n8~ncy; Thenc~J North
n- 22' 2411 Weat, a d ht~n<:. of 323.89 fctll to the
point of curvatuT@ of e curve to tbe left, haYln. *
c.ntral anile of 33'" 24' 04" ar;d II radius of 600 feet;
Thence, North\ol1!llterly, along the atc of uid curve,
8 dl~tAnce of 349.16 f~.t to the poin~ of tanl_ncy;
Them::e, lior,:h 68. 46' 25" Wut, A dhtanc~ of 2769.37
teet; Th.nce, HOl.th 74" 01: 29" ~ie'JIt, II dhtanc(I of
1870.00 feet; Th"nco, ~rth 71. 26' 44" Wen, IS
distance of 1000.0 te..t; Th....ct', J'torlh 74. 01' 29"
We~t, to the lntersectlQn ther.~f with lh. Weit line
of ..id Section 7 end th~ ~nd of said portion of the
centar line.
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The bearlrlgA in th" above dcucrlptlon8 reter to the
6[$ndard plan" re<:taatlJlar coordinat.e 8Y8tc:"1!lI for the
&&ftt Zone of Florida.
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In coo8iderAtlon of th~ pr~l.e. the l~der.ilned valves all clalBa I
Ilgail'111t the Central and Southerr. FloridA Flood C.ontrol District, u., tiUCCf'18orJ
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or lusignll, including th",h ~mployeel, t\s~ntf ond contractor" on llccounr of ,
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the E'Xl':rci8t:' of the rlAht her.,ln STfiflted.
The per~t&Bion herein ~rant~d e~~ll beco~ null and void aft~r the
30th day of June, A. 0., 1963.
1M WITNESS Wl~OF, the !~td party o.f the fi~~t part hAS ~Au5ed
these pn~tlentl! to. t;~ signed in ita r,~ dnd ita corpor4t~ ll~..i affixed by
~". duly 4ut.horhcd ufflccf'., the day aDd yen Hr.t above vrltten.
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C<lNUAL D!\'ILOPmNT CORPORAT.ION,
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