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WATERS EDGE PLAT TWO PLAT BOOK 10 <br /> A REPLAT OF A PORTION OF TRACT 3, SECTION 22, TOWNSHIP 33 SOUTH, RANGE 39 EAST PAGE C67 3 <br /> OF THE PLAT OF INDIAN RIVER FARMS COMPANY, RECORDED IN PLAT BOOK 4 PAGE 25, <br /> oOF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORID0. SAID LANDS NOW LYING AND ss <br /> s BEING IN INDIAN RIVER COUNTY, FLORIDA. <br /> m JANUARY, 2002 SHEET 3 OF 5 < <br /> DOCKET NUMBER <br /> 27.4 D' <br /> � - - - - I� <br /> 80 Doi <br /> - - <br /> 1ST <br /> - - - - - - �J <br /> � STREET SOUTHWEST <br /> 'C (CARTER ROAD) o N.E. CORNER OF TRACT 3 AND THE <br /> NORTH LINE Of THE N.W. QUARTER SECTION 22 RIGHT-OF-WAY VARIES o Nob ICH _CHARTER COFFER OF SECTION 22 <br /> _ LR.F.W.C.D. <br /> - . _ . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . - . . _ . . _ . . _ . . _ . . _ . . _ . . _ <br /> . . _ . _ . . _ . . _ . . _ . . _ . . . _ . - _ . . _ . . - <br /> tOWNSHIP 33 SOUTH, RANGE 39 EAST LIMITS OF PLAT - - - - SUB LATERAL CANAL B-5 J 1 So0•le'13'W <br /> 30.00' CANAL RIGlT -OF -WAY) N07. 19'06"W IS 30.00' <br /> S 893734' E I 474.08' 26.1c• 1 _ <br /> 11424' - I 11985' - r ' -- <br /> I I . oI L.B.T. N0. a � - ,,', BENCMARK <br /> oL.B.T. NO. 3 10 � 24 46' - 1 TOP OF PRM. LB 86670 --- <br /> m 1 lo- I SB9°45.47- E 1 ;992' 1 i `t-1 EVAT ION 22.226' <br /> N I N.R. 1 IN I N23'03'23"W %k ; O I _ JH N 39'37'34' W 120.00' 1 <br /> 41 1 1 34.66'ofo o Igo of 100SHEET 2 SLEET3R = 210.00' � m35.00' 2i00' ml 4012'54'13' 1 N04'ST16'W 1 15.00' L.ME- 1L <br /> - 4]29' 1 54.36' 1 1 -1R = 330.00' e = 10'49'44' S89°45'47E 120.11'A = '2'54.13" �IL - 62.37 F = 166.00' r� <br /> 0 -74.32' 11 4 - 04'44.0 "L = 15.3 _ SLEET 5 SHEET 4 <br /> NUR <br /> 69.3734' W 12224' 1 NO 50523°w 1 z n 1 ozo4ze" o 1L - 11.95' R <br /> = 1860?'-1� 61o NN <br /> tf1( I r A . <br /> 08'10'10t 25.00- 25.00' m 1 m } 1 <br /> qi I P I e = 154'13' 26_5.7 F I- <br /> 11 L = 1486 d I - - 1 5 63'95'47" c 120.30' oJm 1 - KEY MAP <br /> S I A <br /> Ith o N.T.S. <br /> GD T PORT OF THIS PLAT '" � i°I rcoi t Y00'4P08"Hj m] 1 <br /> t � .'1to <br /> I NJ 537'f4 w' 120A0- T ~ J ,AI 31i � <br /> ' 99 C4' <br /> MATCH LIE - - - - - - - - - 2 - rri us l01 ® o a G <br /> 1` ( !C Sheet I STORM WATER MANAGEMENT o 1 ~ m O SF1aN <br /> I r 1 WATERS EDGE PLAT ONE <br /> TRACT NO, 2 1 ~ Jin <br /> g 1 42 ti m� 1S 39'45'47 E 120 49' <� pQ P3. 15. PAGES 85, 55A-850 LEGEND: <br /> O <br /> OFFICIAL RECORD BOOK 798. "' I 10.00' LLE-1 <br /> r <I 1 NO2'S2'41"E 1 Na 1 <br /> �t I PAGE 2978. INDIAN RIVER W I 1 ++ ti I r - - - - - - - - - - - - <br /> 1 10].18' l i [� - FOUND REFERENCE REFERENCE MONUMENT <br /> COLNTY PUBLIC RECORDS _ I � o I z l 1 <br /> _ B937'3A" w 120.00' C o a Wo 1 ■ - SET PERMANENT CONOL INT. LB #6 <br /> 7 q6674 <br /> in 1 = O I 97 q • - SET PERMANENT CONTROL POINT. LB x6674 <br /> 6 ml m j A - DELTA ANGLE <br /> O I m 1 /1 © RT - RADIUS <br /> LENGTH <br /> Z I . -10.00' U.E. f/ <br /> o 1 O 1 o I IS 89'45'4]" E 12068 1 = 1 C.B. - CHORD SEARING <br /> 1 I m a3 m 3 t o 1 CA_ _ CHORD DISI ANCE <br /> I } I ry N CANAL EASEMENT 1 N < a - - - - - - - - E DRAINAGE EASEMENT <br /> - T <br /> I Y4 I_ - - _ D I SE <br /> ER <br /> I <br /> ORB. 1308, PGS. 243-247 3 a 4 e m w eo 1m L - ARC LENGTH <br /> 89.37'34' W 12000' 1 I 3 0 o o �= W ' L.B.T. - LANDSCAPE BUFARE FER ER TRACH <br /> :1 LIMITS OF PLAT �' 3 w1 m m t ® m t L.M c. - LAKE MAINTENANCE EASEMENI <br /> 1 <br /> 11' I ry ry t NO1331.50-W •� 4Q a " 1 0 O SCALE: 1" = 40' NTS. - <br /> NOT RTO SCALE <br /> p 6`3. 0 1 o :" o \I 3, x ?: to I O.R.B. - OFFICIAL RECORD BOON <br /> 569°9547" E 1208]' 1 40zw tZ P.B. - PLAT BOOK <br /> 44 i m 1 mim 1 1 "m g 1 PGS. - PAGES <br /> f4 I I I I w � L - - - - - - - - - - - - P.S.M - PROFESSIONAL SURVEYOR AND MAPPER <br /> !, 1 I_ o z 1 P.R.M. - PERMANENT REFERENCE MONLWNT <br /> 1 S 893734- E 435.6d (TOTALI 5 89'3739' E. 182.97 B9°37'34' E 120.D0' 1 to ® o ; 1- TYP. - TYPICAL <br /> 4° BOW' 80.00' BDZQ 1 8000' 80.00' 107.44' m1 mt m0 P.i. - ?OINT OF TANfr`NCY <br /> jf t• �� - 1 1 "' 1 © P.G. - POINT 0F CURVATURE <br /> bo _ _i _ _ _ _ _ _ _ _N - _ W _ _ _ _ _ _ o <br /> o o CURVE ry o o d <br /> F N l of 9' - - " - <br /> n 5 89.45'47" E 108.98' �I i PD. - PIT OF ROINT OF ADIAL EN <br /> o ROB POINT OF BEGINNING <br /> DRA <br /> EASLINE <br /> _ o P.O.C. PONT DI COMNENCEMENT <br /> ® w 49 4B -IW 1-1500' DE. ® 95 r t 1 N0208.9ap <br /> n n n 7.50''-Cn ti 47 n N 1 l T <br /> R = 5000' 1 o I ® I R R.P. - BADILSOPOINT <br /> ry ry ry ry W e = 90°00'00' / ml <br /> z z s o L - 78.54 <br /> z z p i I I i <br /> O CU-E. - UTTILITY EASEMENT NT <br /> _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ S _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ /z 15H9'45'47" E 121.25' <br /> 1 <br /> 80.00' _ 80.00_ _ 5 '37'34" w 688.57' li-b'i80.00' 0 5]_09_�J <br /> 0 <br /> S 89_37'34_E 763.57 (TOTAL) <br /> 2ND STREET S.W. o TMS INSTRUMENT PREPARED BY <br /> o <br /> _ S 89'37'34' E 688.57' (TOTAL) n3 0 93 GARY R KWORD, P.SM 4981, STATE OF FLORIDA <br /> LAWSON NOBLE AND WE88o DIG LB NO. W74 <br /> EMaDFE1S PLANNERS SURVEYORS <br /> LINE <br /> 016 590 KW. PEACOO( BLVD. SUITE 9 <br /> MATCH <br /> MATCH LINE I gl PORT ST. L ICCIE, FLORIDA <br /> (See Sheet 51 (See Sheet 4) i <br />