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I <br />135.00' <br />O.R.B. 3429, <br />PG 2095 <br />i ' <br />I <br />n <br />r <br />1 <br />N <br />M <br />L <br />RYALL DEVELOPMENT GROUP. L.L.C. 0 100 200 z' <br />P.I.D. NO <br />31-39-32-00000-3000-00010.0"�E� <br />O.R.B. 1929. PG 306 ai <br />GRAPHIC SCALE w <br />40!'F UNE Of THE SW 1/4 zl <br />THE NW 1/4 { IN F`�' SEC 32-31-39p- N R/W UNE S.R.W.C.D. -- --_ -- <br />-— <br />3 SUB -LATERAL 'R -13E" CANAL <br />94' <br />A=69'02'04 <br />R=165.00 <br />L=198.81 <br />M.M.T. BOUNDP <br />/SURVEY (SEE NOTE <br />A=68'24'50' <br />L=555.23 <br />o%/////17WI,RETENTION%///llI <br />O.B. <br />- <br />S89'27'06"E <br />IV <br />p� N <br />O L - <br />P.O.C. <br />SW COR OF THE SW <br />OF THE NW 1/4 OF <br />SEC 32-31-39 <br />P.I.D. NO <br />31-39-32-00000-3000-00011.0 <br />O.R.B. 1929, PG 306 <br />PROPOSED 7/B PER PER <br />M.M.T. BOUNDARY <br />00,SURVEY (SEE NOTE 4) <br />A R=215. <br />N39109 01 "W <br />51.65' L=42. <br />/C B. = S73'42,'3 <br />' P.C.C. I Q <br />15' w <br />Wei <br />Ipo <br />Ov <br />a <br />1 <br />I II <br />1 <br />RYALL DEVELOPMENT GROUP, L.L.C. \ \ <br />P.I.D. NO <br />31-39-32-00000-3000-00010.0 n <br />O.R.B. 1929, PG 306 <br />M <br />W <br />fL <br />A =132'23'03" <br />�+ <br />R=210.00' <br />L=485.21' <br />z <br />C.B.=S13' 11'24"E <br />w <br />A =68'02'14" <br />O) <br />v <br />R=65.00' <br />c <br />L=77.19' <br />t <br />C.B.=S34'01'07'E <br />w <br />XiP.T. <br />i <br />C <br />S00'04' 27"W <br />99.24' <br />- - -_r __ <br />w <br />w <br />wl ^w <br />O.R.B. 3429, <br />PG 2095 S UNE OF THE SW 1/4 OF THE NW 1/4 OF SEC 32-31-39 <br />81st STREET <br />1/4 (R/W VARIES) <br />THIS SKETCH AND DESCRIPTION IS NOT <br />COMPLETE WITHOUT SHEETS 1 AND 2 AS CREATED. <br />THIS IS NOT A BOUNDARY SURVEY <br />' /NDlANR/V" GDIJNTY DRAW" By. SECTION 32 SKETCH OF DESCRIPTION SHEET <br />DmmnyenrofPub1x WonFs D. SIL ON 2 <br />Engineering Division APPROVED BY: TOWNSHIP 31S for PROPOSED <br />1801 27th ST, VERO BEACH, FL 32960 D. SCHREVER RANGE 39,E RETENTION POND 2 <br />44 <br />