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0 100 200 <br />-- <br />INDIAN RIVER COUNTY P.I.D. NO 64th ENUE <br />31-39-32-00000-3000-00002.0EXISTI <br />I (NG 60' R/W) <br />GRAPHIC SCALE: O.R.H. 711, PG sss SEE ! L.-30' R/W ,, : __— <br />i <br />DETAIL I - P.B. 2. PG 52- <br />( IN FEET) <br />-- - R=370.00' <br />L=101.62' P.T. _E LINE OF THE NW 1/4 OF THE <br />C.B.=ND8'31'04"E NW 1/4 OF-SE�3-3T- "ac -' <br />3 THE <br />RYALL DEVELOPMENT GROUP, L.L.C. EXISTING WiR/W LINE t <br />�=15'43'54" o a» Q © I <br />P.I.D. NO P,R.C. cN r� -------�--- --_� <br />R=430.00' � -- , <br />31-39-32-00000-3000-00010.0 L=116.06' rn 01�DOU�S UBDI SION I <br />O.R.B. 1929, PG 306 C.B.-NOB'31'15"E `vwI <br />ir---p-Z_-2 G�2._--- <br />NOD'39'20"EP G ? O (BL K 8) <br />-------- <br />- - N R W LINE 33.17' <br />– – – – – – – –' NDO'39'20"EI– LINE <br />S.R.W.C.D. N89'39' 45 -W 50.00 _ – <br />Z — SUB–LATERAL 80.00 P.Q.C� 75' CANAL Rjw <br />- - _ _R^ tX CANAL - - - _ VEL B - - - (SEE NOTE No 6) <br />S R/W LINE n p , SE COR OF THE NW _174— S R/W LINE - <br />N UNE OF THE SW 1/4 r•O•p• OF THE NW 1/4 OF <br />OF THE NW 1/4 PARCEL 'B' LLJ SEC 32-31-39 <br />OF SEC 32-31-39 o N <br />CDS89'39'45"E 60.00' <br />U7 <br />CGV INVESTMENTS, LLC. <br />-It 4111-1 P.I.D. NO <br />37-39-32-00000-3000--OD013.0 <br />1i u r O.R.B. 2065, PG 651 <br />O �3 O <br />RYALL DEVELOPMENT GROUP, L.L.C. o <br />P.I.D. NO t <br />---------------------------------- <br />31-39-32-00000-3000-00010.0 • <br />O.R.B. 1929, PG 306 z n V) <br />38 <br />a <br />I <br />MATCHLINE <br />w 30' R W 30' R W <br />LEGEND <br />Z �I O.R.B. 413, P,B. 2, PG 52 <br />C.B. = CHORD BEARING <br />P.S.M. = PROFESSIONAL SURVEYOR AND MAPPER N 31 PG 719 <br />wa S89'20'40"E <br />COR = CORNER <br />P.T. = POINT OF TANGENT <br />30.00' <br />L = ARC LENGTH <br />R = RADIUS <br />Li/ <br />NOT INCLUDED <br />L.L.C. = LIMITED LIABILITY COMPANY <br />R/W = RIGHT OF WAY <br />O _ ' <br />O.R.B. = OFFICIAL RECORD BOOK <br />SEC = SECTION -TOWNSHIP -RANGE <br />? M n <br />1� z <br />c�D/ <br />/mow <br />P.B. =PLAT BOOK <br />S.R.W.C.D. = SEBASTIAN RIVER WATER <br />o <br />w p <br />F <br />CONTROL DISTRICT <br />Z Z a l <br />3 z3 <br />'x C <br />P.C. = POINT OF CURVATURE <br />�// \n <br />P.T. La <br />I4 <br />PARCEL IDENTIFICATION PER PROPERTY <br />a CENTRAL ANGLE <br />o <br />� �O z w <br />1 <br />P.I.D. = <br />Qf <br />APPRAISER'S WEBSITE <br />10 = INDICATES LOT NUMBER <br />a w V <br />P.O.B. = POINT OF BEGINNING <br />wo <br />P.O.C. = POINT OF COMMENCEMENT <br />V) <br />�0 <br />z 3 <br />P.R.C. = POINT OF REVERSE CURVE <br />of � Z <br />0_ w, <br />v <br />DETAIL <br />(1 "=40') <br />THIS SKETCH AND DESCRIPTION <br />IS NOT COMPLETE WITHOUT SHEETS 1 THROUGH 3 AS CREATED. <br />COUN7Y <br />DRAWN Br: <br />SECTION 32 <br />SKETCH OF DESCRIPTION <br />SHEET <br />DeparfinenrofFubh;7 Wore <br />0TRfADIANRIYER <br />Division <br />D. SILON <br />for PROPOSED 64th AVENUEEngineering <br />TOWNSHIP 3lS. <br />A?PROVED BY: <br />RANGE 5.0F <br />27th ST, VERO BEACH, FL 32960 <br />D.SCHRYVER <br />RIGHT QF WAY1801 <br />o -? <br />38 <br />a <br />I <br />