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D 100 200 <br />THIS SKETCH AND DESCRIPTION <br />Z :JI O.R.B. 413, <br />P.B. 2, PG 52 <br />INDIAN RIVER COUNTY P.I.D. <br />NO <br />31-39-32-00000-3000-00002.0 <br />O.R.B. 711, PG <br />956 <br />SEE LI <br />GRAPHIC SCALE <br />I <br />D ETAI <br />L <br />( IN FEET ) A=15'44'12'_ <br />---------- <br />Lo <br />R=370.00 ---- <br />�i <br />L=101.62' <br />P.T. <br />C.B.=N08'31 '04"E <br />RYALL DEVELOPMENT GROUP, L.L.C. A=15'43'50" <br />o cr <br />P.I.D. NO R=430.00' <br />P.R.C. N r-. <br />31-39-32-00000-3000-00010.0 _ <br />815E <br />0) cc <br />O.R.B. 1929, PG 306 C.B.=N08'31 <br />o a <br />N00'39'20"E <br />33.17' P C <br />N R W LINE _ <br />w <br />~ <br />S•R•W•C•D• N89'39'45"W <br />_ <br />-E- SUB -LATERAL 60.00' <br />-I..r V) <br />_ _L _'R_ 13E" CANAL _ <br />S R/W LINE P.Q.B. <br />_ <br />N LINE OF THE SW 1/4 <br />OF THE NW 1/4 PARCEL 'B' <br />OF SEC 32-31-39 <br />p > n <br />p� N <br />to <br />o t3 O <br />w <br />w <br />I' of <br />w (0w 3 <br />o C) O <br />RYALL DEVELOPMENT GROUP, L.L.C. <br />o L�.I_ o <br />P.I.D. NO <br />.4- U) 0� <br />O <br />31-39-32-00000-3000-00010.0 <br />o j o <br />O.R.B. 1929, PG 306 <br />Z O V) <br />P. P <br />LEGEND <br />C.B. = CHORD BEARING <br />COR = CORNER <br />L = ARC LENGTH <br />L.L.C. = LIMITED LIABILITY COMPANY <br />O.R.B. = OFFICIAL RECORD BOOK <br />P.B. = PIAT BOOK <br />P.C. = POINT OF CURVATURE <br />P.I.D. = PARCEL IDENTIFICATION PER PROPERTY <br />APPRAISER'S WEBSITE <br />P.O.B. = POINT OF BEGINNING <br />P.O.C. = POINT OF COMMENCEMENT <br />P.R.C. = POINT OF REVERSE CURVE <br />64th 4ENUE <br />(EXISTING 60' R/W) <br />L~-30' R/W is I <br />P.B. 2, PG 52 I ® I <br />I E LINE OF �THE NW 1/4 OF THE NW 1%4 OF 7§0t32 <br />S01 32=3� n- THE EXISTING W ; R/W LINE p <br />IwDOU G LAS UBDI�SION I <br />LW(BLOOCK- 8) <br />10 ; B <br />N00'39'20"EI- N�R/W LINE <br />50.00 _ <br />75 CANAL R/W <br />--?-PILLI. B' — — (SEE NOTE No 6) — — - <br />SE COR OF THE NW l 4— S R/W LINE <br />OF THE NW 1/4 OF <br />SEC 32-31-39 <br />�S89'39'45"E 60.00' <br />MATCHLINE <br />P.S.M. = PROFESSIONAL SURVEYOR AND MAPPER <br />P.T. = POINT OF TANGENT <br />R = RADIUS <br />R/W = RIGHT OF WAY <br />SEC = SECTION -TOWNSHIP -RANGE <br />S.R.W.C.D. = SEBASTIAN RIVER WATER <br />CONTROL DISTRICT <br />Q = CENTRAL ANGLE <br />10 = INDICATES LOT NUMBER <br />CGV INVESTMENTS, L.L.C. <br />P.I.D. NO <br />31-39-32-00000-3000-00013.0 <br />O.R.B. 2066, PG 651 <br />ZI 30' R/W 30' R/W <br />THIS SKETCH AND DESCRIPTION <br />Z :JI O.R.B. 413, <br />P.B. 2, PG 52 <br />j <br />N 3: P_ <br />w <br />z <br />w��,IzW <br />DRAWN BY: <br />D. SIL ON <br />w <br />" 589'20'40"E <br />M <br />I <br />a — 30.00' <br />SHEET <br />? <br />OF 3 <br />TOWNSHIP 31S <br />=" <br />THIS SKETCH AND DESCRIPTION <br />NOT INCLUDED �I <br />Z: SN ( <br />wo3 <br />j <br />a'vEq <br />oR P <br />w <br />z <br />w��,IzW <br />DRAWN BY: <br />D. SIL ON <br />SECTION 32 <br />M <br />O�of <br />SHEET <br />? <br />OF 3 <br />TOWNSHIP 31S <br />Lo <br />z <br />�i <br />RANGE 39E. <br />w <br />/-// <br />d <br />Q <br />ii <br />W <br />w <br />~ <br />I <br />-I..r V) <br />w v <br />O- <br />w <br />cl, <br />w <br />w <br />D ETAI L <br />(1 "=40') <br />THIS SKETCH AND DESCRIPTION <br />IS NOT COMPLETE WITHOUT SHEETS 1 <br />THROUGH 3 AS CREATED. <br />a'vEq <br />oR P <br />INDIANRIVER COUNTY <br />DepartmentofPub/ic Works <br />DRAWN BY: <br />D. SIL ON <br />SECTION 32 <br />SKETCH OF DESCRIPTION <br />for PROPOSED 64th AVENUE <br />RIGHT OF WAY <br />SHEET <br />? <br />OF 3 <br />TOWNSHIP 31S <br />Engineering Division <br />1801 27th ST, VERO BEACH, FL 32960 <br />APPROVED BY: <br />D. SCHRYVER <br />RANGE 39E. <br />