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WATERS EDGE PLAT TWO PLAT BOOK Iry <br /> A REPLAT OF A PORTION OF TRACT 3, SECTION 22, TOWNSHIP 33 SOUTH, RANGE 39 EAST PAGE <br /> OF THE PLAT OF INDIAN RIVER FARMS COMPANY, RECORDED IN PLAT BOOK 2, PAGE 25, <br /> OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID LANDS NOW LYING AND 1 ) ,0) 2355 <br /> BEING IN INDIAN RIVER COUNTY, FLORIDA. <br /> JANUARY, 2002 SHEET 4 OF 5 DOCKET NUMBER <br /> MATCH LIN` I o e w w w in <br /> (See Sheet 2) I <br /> SCALE: 1" = 40' MATCH LINE <br /> ri (See Sheet 3) 5 89.45'47" E 121.25' M1a I <br /> ' Q � - -- - - - - - - - - - - - - <br /> _ / 1 <br /> 5 69'3T34' E 688.511TOTALI `! 93 I I I SFEET 2SHEET- - _ <br /> 8 80.00' 80.00_ _ _ L. I _ _ _ BO. - _ _ _ _ _ _ _ _ _ _ _ - <br /> 3 <br /> 0 o Z50 =1 -15 DO- DF. I <br /> q g t5 - ]50' o o R = 5000' X` I S 89°45'47• E 12145' o� r 1 9F TISA <br /> 0 o b l o o A = 90.00'0• <br /> ti N b L . 78.54' 11 1 <br /> _ _ _ _ _ _ _ _ _ _ _ _ _ - SHEET 5SHEET <br /> 120 - 121 ry 123 3 124 I of v " � Qo <br /> ry i . of 92 a � og9 <br /> to <br /> ro <br /> I 9 A <br /> 1Y44 w <br /> L - - - <br /> - - - - N - - - - - - - - - N - 1 - - - - - - - � - - - - - - - -N - - - _ - - -- - - m ' - - - - - - -- - - " - - - y 1 I 1 S89'45'4T <br /> - 121.64' wl oz 1 1 <br /> }j 0.00' 5000' 80;00' ! 8000' 60.00' 12044' '� j o KEY MAP <br /> Y2 7 589°3734" E 749.38' 0 0 ; m c _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br /> F 3 0 l 91 zl c <br /> o N <br /> in N O I <br /> wlml - � I <br /> ' I _ STORM WATER MANAGEMENT I � �+ � rvl I d J o' I J f0 <br /> ( <br /> TRACT 9' <br /> 3 <br /> ^j I 2.49191 ACAC.H- ^„ NI ,� 5 845'47" E 121.93' O W <br /> ~ rz � p <br /> w I ' r ao 1 LEGEND: <br /> 1'- 10.00' UE. _ - - - - - - - - <br /> ( • .Y f 0 IN to ® rw V El - FOUND REFERENCE MONUMENT <br /> 1 N o'I co ti I n WATERS EDGE PLAT ONE _ SET PERMANENT REFERENCE MONENT, LB <br /> #6674 <br /> ! 1 �j .✓,-, - -- 79.97'_ _ _ - _ _ 80-00' _ _ - NB9° 8000, 08.88'- 80.01AL1- - - - <br /> 80.001 - - - - 68.68 - I N IORBC 308, PG5. 23-297z1 N - � go I � PB. 15, ?ACTS BS. BSA-BSG Q <br /> - DELTA ANGLE CONTROL P07NT, LR N6674 <br /> -- - , 1 0' n • SET PLRMq <br /> F RADIUS LE <br /> I :) I r l 1 5 89.45'47' E 122.02' 3 ~ aw I 11 - TANGENT LENGTH <br /> 0 0 0 0 $ o Io I CB CHORD BEARING <br /> M( MATCH LIPS o 0 0 103 0 101 o o to I ow _ <br /> (See Sheet 5) N ry _ _ ry < < J op C.D. - CHORD DISTANCE <br /> N w 125 iP.T. c1 0 : _ < 1 _ r _ _ _ _ _ _ _ - _ _ _ _ Of, <br /> - ARRCILENGHNAGE ASEAENT <br /> - w w 102 89 F <br /> 105 w 104 w w 25.0' 25.00' 3� F o L.B.E. - LANDSCAPE BUFFER EASEMEN <br /> 1' ry w mm mN o w w R = 50.0' A - 14'54'51' ! m 0V1 I L.B.T. - LANDSCAPE BUFFER <br /> TRACT <br /> 1� Y1 _ _89.00 - - -z _ _ -_-Lo 00'- _ _ � _ _ _ 80.00'- _ - -BOO• I- -0 - - 80.0' 0 30.86 7853'/ Sy�J `cm / / Qj99406.03' <br /> 1300 g o ao ! LI I ORB. . - 'OFAT <br /> &- 89.59'02' yt ' <br /> o w LA1.E. - LAKE MAINTENANCE EASEMENT <br /> RADIAL <br /> 0 SCALE <br /> _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � FICIAL RECORD BOOK <br /> ROOK <br /> - - - 589'38'32' E 888.22' t1OTAL) I - - - - - 9pR• a�4R' / TC ` 529•gq,Oz° 2 I : 12 PGS. <br /> - PACES <br /> hSr 7 I9p - I m P.S.M. - PROFESSIONAL SURVEYOR AND MA'PER <br /> 1 _ S 8938'32" E 888.22' (TOTAL) � Ahn\ R = 100.00' of V P.R.M. - PERNANENi <br />REFERENCE MOYM NT <br /> . I 2ND PL.AM S.W. P.C. GB , N - 89°59'02" o TYR - TYPICAL <br /> c" L - 157.05' 8 P.T. - POINT OF TANGENCY <br /> 80.00_ _ _ _ 80.0' 80.0' o _ _ _ 8000' o - - 80.00' _0 _ 43.8 / _ _ - ny� SNN �, 9f( P z . ' � ' / / P.C. <br /> - POINT OF CURVATURE <br /> S_69.3B'32" E - 86822' (TOTA'_) S (TOTAL) ® W <br /> V. - POINT OF RCVERSE <br /> P.R <br /> _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ V' # .03 ��Je9i, 1 PCC. <br /> - POINT OF OMPOIN�D]CURVE <br /> 0 <br /> g - w ,A `b w o 'd n 9 P O.R. - POINT OF BEGINNING <br /> P.O.C. - POINT OF COMMENCEMENT <br /> NR. - NON RADIAL <br /> c " <br /> DE. - DRAINAGE EASEMENT <br /> 3 81 3 ® 3 ® 3 3 - 3 07 m ti 13 R.O W. - RIGHT OF WAY <br /> N N N m '9l. jn R.P. - RADIUS POINT <br /> b 2;vN14.29.2B•E G.M. - CONCRETE MONWENI <br /> N 852 I UE. - UTILITY EASEMENT <br /> 0 0 0 0 0 0 NO2.OS'05'W <br /> 31.99' <br /> 80.00' 80.00' m BOW, 80.0' w Do-0' 106.70' 15976' f' <br /> . _ _ _ _ _ � _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br /> N 89'38'32' W 1335.19' (TO 7AU I -T o <br /> I.RF.W.G.O. 0 1927. i N THIS D6TRU.E,NT PREPARED BY <br /> SOUTH RELIEF CANAL o - GORY R BliEORJ, PSM 4984 STATE OF FlOF®A <br /> RIGH WIDE <br /> — LIMITS OF PLAT /�y� TRACT 6 LAWSOh1 NOBLE AND WEBS, II1G l8 N0. 6674 <br /> VEY s <br /> S.E. PEACOCK BLVD.. CCRIfZ OF TRACT 3 _ PORT ST LME., P'LOMA <br /> SOUTH LINE OF TRACT 3 �I 0 <br /> _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - <br />_ _ _ Lam _ _ - _ _ _ _ - _ _ <br />