Loading...
HomeMy WebLinkAbout2006-247A 1788806 THIS DOCUMENT HAS BEEN RECORDED IN THE PUBLIC RECORDS OF f"1 INDIAN RIVER COUNTY FL BK : 2086 PG : 518 , Pagel of 5 10/06/2006 at 08 : 39 AM , D DOCTAX PD $0 .70 JEFFREY K BARTON , CLERK OF COURT STATUTORY WARRANTY DEED THIS INDENTURE , made this day of 047 ,6Cry , 2006 , between WATERS EDGE PHASE II HOMEOWNERS ASSOCIATION OF VERO BEACH , INC . , a corporation existing under the laws of the State of Florida , whose address is 230 36th Court , SW , Vero Beach , FL 32968 , GRANTOR , and INDIAN RIVER COUNTY, a political subdivision of the State of Florida , 1840 25th Street , Vero Beach , FL 32960 , GRANTEE , WITNESSETH THAT : GRANTOR , for and in consideration of the sum of Ten Dollars and other good and valuable consideration to GRANTOR in hand paid by GRANTEE , the receipt of which is hereby acknowledged , has granted , bargained , and sold to the GRANTEE , and GRANTEE ' S successors and assigns forever , the following described land , situate , lying , and being in Indian River County , Florida : Certain streets known as 36th Court , SW ; 2nd Place , SW ; 37th Drive , SW ; and 2nd Street , SW , and any right of way adjacent thereto , as shown on the plat of WATERS EDGE PLAT TWO , according to the plat thereof, as recorded on Plat Book 16 , Pages 67 , 67A, 67B , 67C and 67D of the public records of Indian River County, Florida . AND GRANTOR does hereby fully warrant the title to the streets and rights of way set forth on Exhibit " A, " and will defend the same against the lawful claims of all persons whomsoever . Signed in the presence of: WATERS EDGE PHASE II HOMEOWNERS ASSOCIATION OF VERO BEACH , INC . sign : -� Witness printed na e �9 � `- fr By r' Tom Owen , President sign : Witness printed name : 6 1k1 c1 ]a �, t7�/c � dJS STATE OF FLORIDA _ COUNTY OF INDIAN RIVER The foregoing instrument was acknowledged before me this day of 2 2006 , by Tom Owen , as President of WATERS EDGE PHASE 11 HOMEOWNERS ASSOCIATION OF VERO BEACH , INC . , a Florida corporation , on behalf of same , who is personally known to me or produced I & r : h� • L • as identific tion . Notary Public : sign stamped seal with printed commission # & expiration date : + P� NbtarY Publie State et Flerida -e n ;. inrYA S M� Owski c Q My Cu�r,J �ilssion DD420136 "'Eo► f�°� Exp ies U4/18/2009 I WATERS FE009 FLAT TWO PLAT BOOK _LU,) A REPLAT OF A PORTION OF TRACT 3, SECTION 22, TOWNS V 33 SOUTH. RANGE 39 EAST PAGE �.� A - N.W. N oP SECTION 22 OF THE PLAT OF INDIAN RIVER FARMS COMPANY, RECORDED w PLAT BOOK 2, PAGE 25, SECTIONN CORN ORCORNER ESTABLIS:ED FROM pp OU-J'S SUBDIVISION �.8. 19, PG. 621 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID LANDS NOW LYING AND 70.OD' O 1332 5 BEING w INDIAN RIVER CouNrY. FLORIDA. n __ JANUARY, 2002 SHEET 2 OF 5 DOCKET NUMBER I R.O.W. NORTHWEST CORNER OF TRACT 3 AND THE NORTHWEST CORNER OF T8E NORTHEAST __ QUARTER OF TEE NORTHWEST QUARTER OF g R.Om _ _ _ _ _ _ _ SECTION 22. TOWNSHIP 33 SOUTH{ RANGE RANGE 39 EAST o IST STREET SOUTHWEST m (CARTER ROAD) o 16 15 S89.37'34'E 133604' RIGHT-OF-WAY WIDTH VARIES . _ . _ - _ . _ . _ . . _ . , - NORTH LINE OF TEE N.W. OUARTER SECT ION 22 21 22� S 00.11.46" W I LIMITS OF PLAT IR.F.W.C.D. J - TOWNSHIP 33 5IX1TH, RANGE 39 EAST - 1 SUB LATERAL CANAL B-5 R.O.W. 30.00' S 89.3734• E (3000' CANAL RIGHT-OF-WAY) 426.3$' 'Q' R.O.W. 5 89'3T'34' E 125.00' U.U' -� S 8937' 4 E 121.35' - - - - - -- _-� WS 1 � qi, 1 LS.T.IN0. 2 I / LB.T. N0. 1 o _ h m BENCHMARK: --/ m m m LIFT STATION 1_ m '" N 89448'14' W 12500' EAS 00'1 ' TOP OF P.R.M. LB k6674 i 1 3 ]000' I 50.00'1 \ 3 ELEVATION 22.558 I I ;DI 583°37'34^ 120.00" v ' v 1 6/ laq00 vo o O 1o2i0R = 210.00• O10.27'59" �= 06'4 't4 _L38.36' L = 38.6j' � SHEET 2 5FEET 3 I N B9°48'14' W 125.00' I NA. F3734' E12124' R - 330.00' 1p = 12'54'13' 1 I.� = 06'1 I'A8- L - 74.32' 7 PAflI I � R = 21000• L = 35.711 OFFICIAL RECORD BOOK 798, - I ov ' r9� PLa 0 - 02.20!4' 1 I F _ PAGE 2978, INDIAN RIVER a ® io \I L 093 S9 I w COUNTY PUBLIC RECORDS F . sf _ 5-1EET o ml = 18600' R - 66.001(' 1 I 25.00' 25.00' r ' IIII 1 1 I 0 - IY54.13' 0 = 12'54113' a - 1 of L = 41.89' L = 14.861 o G � i N 89'48'14' W 125.00' N 1 1 Fl ZZ O 1 r I S 8937'34' E 120.00' 1 < Z - 1 � i 1 i ¢ r OT PART OF THIS PLAT wo 0 10.00• U. -1 o1- i rw- a SCALE: P = a0' KEN TMAP wi Ig 0I 0 I o 3 rEO � Q N89'48'14" W 125.00' S 89'37'34" E 120.00' to LEGEND. � w� z 15-GO' LM.-. 3 01 o.oa• vE. = MAT CH LINE ❑ - FOUND REFERENCE MONUMENT aUZ r m " ® o -Im; �a 5] o i0 ' (SCe Sheet 3) ® - SET PERMANENT C�ONTRO_ POINFERENCE TU, LB 6674R X66]4 " { i gmj3 p o m ummi to m 3 g - DELTA ANGLE N �r 11 I N R - RADIUS NZ W N 89'48'14" W 125.00' 1 I nl r T - TANGENT LENGTH S 89.37'34' E 120.00' 1 - CB - CHORD BBARiNG J 3 p , v 3 1 y I DE. DRAINAGE EASEM=NT DISTAE L - ARC LENGTH m I ' a b io -I. �"' LIMITS OF PLAT - LBF. - LANDSCAPE BUFFER EASEMENT 0 65 IgM CL Z O 101- o ' to ® o L8.i. - LANDSCAPE BUFFER TRACT LME - LAKE MAINIENANCE EASEMENT 1- Tml UE. n I o '/' I I �f. / o� A^ W' +i NR, - NOT RADIAL I { 2i/ NITS. - NOT TO $CMF NB9'40Tc tY125A6' T 1 p + mh' .tiy J .a' I 120.00' 25.98' / „ - �o mORD BOOP O.R.B.OR.B. OFFICIAL RECORD PLAT BOOK >^� i _ _ _ _ _ _ _O _ JPGS, - PAGES oFIg 1 imi h�ny�.Ds :ti 0b. \ r $ �L� EFD LME ' PRM. - PPROFESSIONAL SURVEYOR AND MAPPER S 89'3734" E 435.60' (TOTAL) PERMANENT REFERENCE MONUMENT o 55 Ds \3 o /� � � , 85. e y . I 80.00' .W' TPP - TYPICAL ' 11- ` v P.T. ?DINT OF T4NGNCY ^+ �q �^ 55 $ �rym ry I/- i PC POINT OF CLRVATURE P A� 1 o0 o PRL.. - POINT OF REVERSE CURVE N' 89'48' 14' W 125.00' 1 u 'I. q I_ I o 0 0 '"/ I-15.pp• - c P.O C - POINT OF BG11.lJOW D CURVE 7.50_- ~ L7,50' D'E' w 52 w 51 w P.O L. - PO;NT OF COMJENCEMENT I v o z 54 t� 53 O n O N.R. - NON RADI4L io B9°48'14' E R . o � O j m D.E. - DRAINAGE EASEMENT F WAY 16 I ; 1 58.G0'P.0 1p000.y+0 R - 2 /9. Z- ory,O o 0 0 o RR.P� - RADIUS POINT I Q ro g R s 3 3223` I I • z z C.M. - CONCRETE MONUMENT _ _ - - _ _ _ _ _ _ ma p 4 - 3 L . - - -,T- r _ _ - _ _ - - - - 1 _ - _ _ _ - - UE. - UTILITY EASEMENT P9416'14' 7 =im '- ti� '4'.11 CB. fid: D7o1�' / v _71.47 8000' 8000' o ^ � 529�0'OS• 05 L ' 161.48' S 893734" E 688.57 (TOTALIS- -- m CURVE DAT \ q • 2j 32 "E =72' T=89,46' P.T. 589.37'34' E 763.57' (TOTAL) R = 10000' Q c TS Op CD = 172.68 ' _ _ TNIS INSTFOAANr PREPARED BY R - 35.001 p - 3030'45^ < . 28./ � STREET S.W. 0 - 92.1714• L = 5325' s533n 5 893]'34' E 688.57' (lo]AL) GARY R. BUFFORD. PSM 4981, STATE OF FLOFMA L - 56.38' T = 2727 - LAWSOK NOBLE Aro WEBS, UNG LB NO. 6674 R - 355.00' CB-S T4'32'52.' E p - 13'39'34' ' MATCH �� EN"B"N.W. PEACOCK BLVD, SLRTE FFnSRS PLANNERS SURVEYORS cD=Sz.63• = 590 PORT ST. LUCIE, rL RMA 9 MATCH LINE L 84.63' (See Sheet 5) 1 (See Sleet 4) WATERS EDGE PLAT TWO PLAT BOOK 10 A REPLAT OF A PORTION OF TRACT 3, SECTION 22, TOWNSHIP 33 SOUTH, RANGE 39 EAST PAGE C67 3 OF THE PLAT OF INDIAN RIVER FARMS COMPANY, RECORDED IN PLAT BOOK 4 PAGE 25, oOF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORID0. SAID LANDS NOW LYING AND ss s BEING IN INDIAN RIVER COUNTY, FLORIDA. m JANUARY, 2002 SHEET 3 OF 5 < DOCKET NUMBER 27.4 D' � - - - - I� 80 Doi - - 1ST - - - - - - �J � STREET SOUTHWEST 'C (CARTER ROAD) o N.E. CORNER OF TRACT 3 AND THE NORTH LINE Of THE N.W. QUARTER SECTION 22 RIGHT-OF-WAY VARIES o Nob ICH _CHARTER COFFER OF SECTION 22 _ LR.F.W.C.D. - . _ . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . - . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . _ . . _ . . _ . . _ . . _ . . . _ . - _ . . _ . . - tOWNSHIP 33 SOUTH, RANGE 39 EAST LIMITS OF PLAT - - - - SUB LATERAL CANAL B-5 J 1 So0•le'13'W 30.00' CANAL RIGlT -OF -WAY) N07. 19'06"W IS 30.00' S 893734' E I 474.08' 26.1c• 1 _ 11424' - I 11985' - r ' -- I I . oI L.B.T. N0. a � - ,,', BENCMARK oL.B.T. NO. 3 10 � 24 46' - 1 TOP OF PRM. LB 86670 --- m 1 lo- I SB9°45.47- E 1 ;992' 1 i `t-1 EVAT ION 22.226' N I N.R. 1 IN I N23'03'23"W %k ; O I _ JH N 39'37'34' W 120.00' 1 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 - 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� 0 -74.32' 11 4 - 04'44.0 "L = 15.3 _ SLEET 5 SHEET 4 NUR 69.3734' W 12224' 1 NO 50523°w 1 z n 1 ozo4ze" o 1L - 11.95' R = 1860?'-1� 61o NN tf1( I r A . 08'10'10t 25.00- 25.00' m 1 m } 1 qi I P I e = 154'13' 26_5.7 F I- 11 L = 1486 d I - - 1 5 63'95'47" c 120.30' oJm 1 - KEY MAP S I A Ith o N.T.S. GD T PORT OF THIS PLAT '" � i°I rcoi t Y00'4P08"Hj m] 1 t � .'1to I NJ 537'f4 w' 120A0- T ~ J ,AI 31i � ' 99 C4' MATCH LIE - - - - - - - - - 2 - rri us l01 ® o a G 1` ( !C Sheet I STORM WATER MANAGEMENT o 1 ~ m O SF1aN I r 1 WATERS EDGE PLAT ONE TRACT NO, 2 1 ~ Jin g 1 42 ti m� 1S 39'45'47 E 120 49' <� pQ P3. 15. PAGES 85, 55A-850 LEGEND: O OFFICIAL RECORD BOOK 798. "' I 10.00' LLE-1 r <I 1 NO2'S2'41"E 1 Na 1 �t I PAGE 2978. INDIAN RIVER W I 1 ++ ti I r - - - - - - - - - - - - 1 10].18' l i [� - FOUND REFERENCE REFERENCE MONUMENT COLNTY PUBLIC RECORDS _ I � o I z l 1 _ B937'3A" w 120.00' C o a Wo 1 ■ - SET PERMANENT CONOL INT. LB #6 7 q6674 in 1 = O I 97 q • - SET PERMANENT CONTROL POINT. LB x6674 6 ml m j A - DELTA ANGLE O I m 1 /1 © RT - RADIUS LENGTH Z I . -10.00' U.E. f/ o 1 O 1 o I IS 89'45'4]" E 12068 1 = 1 C.B. - CHORD SEARING 1 I m a3 m 3 t o 1 CA_ _ CHORD DISI ANCE I } I ry N CANAL EASEMENT 1 N < a - - - - - - - - E DRAINAGE EASEMENT - T I Y4 I_ - - _ D I SE ER I ORB. 1308, PGS. 243-247 3 a 4 e m w eo 1m L - ARC LENGTH 89.37'34' W 12000' 1 I 3 0 o o �= W ' L.B.T. - LANDSCAPE BUFARE FER ER TRACH :1 LIMITS OF PLAT �' 3 w1 m m t ® m t L.M c. - LAKE MAINTENANCE EASEMENI 1 11' I ry ry t NO1331.50-W •� 4Q a " 1 0 O SCALE: 1" = 40' NTS. - NOT RTO SCALE p 6`3. 0 1 o :" o \I 3, x ?: to I O.R.B. - OFFICIAL RECORD BOON 569°9547" E 1208]' 1 40zw tZ P.B. - PLAT BOOK 44 i m 1 mim 1 1 "m g 1 PGS. - PAGES f4 I I I I w � L - - - - - - - - - - - - P.S.M - PROFESSIONAL SURVEYOR AND MAPPER !, 1 I_ o z 1 P.R.M. - PERMANENT REFERENCE MONLWNT 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 4° BOW' 80.00' BDZQ 1 8000' 80.00' 107.44' m1 mt m0 P.i. - ?OINT OF TANfr`NCY jf t• �� - 1 1 "' 1 © P.G. - POINT 0F CURVATURE bo _ _i _ _ _ _ _ _ _ _N - _ W _ _ _ _ _ _ o o o CURVE ry o o d F N l of 9' - - " - n 5 89.45'47" E 108.98' �I i PD. - PIT OF ROINT OF ADIAL EN o ROB POINT OF BEGINNING DRA EASLINE _ o P.O.C. PONT DI COMNENCEMENT ® w 49 4B -IW 1-1500' DE. ® 95 r t 1 N0208.9ap n n n 7.50''-Cn ti 47 n N 1 l T R = 5000' 1 o I ® I R R.P. - BADILSOPOINT ry ry ry ry W e = 90°00'00' / ml z z s o L - 78.54 z z p i I I i O CU-E. - UTTILITY EASEMENT NT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ S _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ /z 15H9'45'47" E 121.25' 1 80.00' _ 80.00_ _ 5 '37'34" w 688.57' li-b'i80.00' 0 5]_09_�J 0 S 89_37'34_E 763.57 (TOTAL) 2ND STREET S.W. o TMS INSTRUMENT PREPARED BY o _ S 89'37'34' E 688.57' (TOTAL) n3 0 93 GARY R KWORD, P.SM 4981, STATE OF FLORIDA LAWSON NOBLE AND WE88o DIG LB NO. W74 EMaDFE1S PLANNERS SURVEYORS LINE 016 590 KW. PEACOO( BLVD. SUITE 9 MATCH MATCH LINE I gl PORT ST. L ICCIE, FLORIDA (See Sheet 51 (See Sheet 4) i WATERS EDGE PLAT TWO PLAT BOOK Iry A REPLAT OF A PORTION OF TRACT 3, SECTION 22, TOWNSHIP 33 SOUTH, RANGE 39 EAST PAGE OF THE PLAT OF INDIAN RIVER FARMS COMPANY, RECORDED IN PLAT BOOK 2, PAGE 25, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID LANDS NOW LYING AND 1 ) ,0) 2355 BEING IN INDIAN RIVER COUNTY, FLORIDA. JANUARY, 2002 SHEET 4 OF 5 DOCKET NUMBER MATCH LIN` I o e w w w in (See Sheet 2) I SCALE: 1" = 40' MATCH LINE ri (See Sheet 3) 5 89.45'47" E 121.25' M1a I ' Q � - -- - - - - - - - - - - - - _ / 1 5 69'3T34' E 688.511TOTALI `! 93 I I I SFEET 2SHEET- - _ 8 80.00' 80.00_ _ _ L. I _ _ _ BO. - _ _ _ _ _ _ _ _ _ _ _ - 3 0 o Z50 =1 -15 DO- DF. I q g t5 - ]50' o o R = 5000' X` I S 89°45'47• E 12145' o� r 1 9F TISA 0 o b l o o A = 90.00'0• ti N b L . 78.54' 11 1 _ _ _ _ _ _ _ _ _ _ _ _ _ - SHEET 5SHEET 120 - 121 ry 123 3 124 I of v " � Qo ry i . of 92 a � og9 to ro I 9 A 1Y44 w L - - - - - - - N - - - - - - - - - N - 1 - - - - - - - � - - - - - - - -N - - - _ - - -- - - m ' - - - - - - -- - - " - - - y 1 I 1 S89'45'4T - 121.64' wl oz 1 1 }j 0.00' 5000' 80;00' ! 8000' 60.00' 12044' '� j o KEY MAP Y2 7 589°3734" E 749.38' 0 0 ; m c _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F 3 0 l 91 zl c o N in N O I wlml - � I ' I _ STORM WATER MANAGEMENT I � �+ � rvl I d J o' I J f0 ( TRACT 9' 3 ^j I 2.49191 ACAC.H- ^„ NI ,� 5 845'47" E 121.93' O W ~ rz � p w I ' r ao 1 LEGEND: 1'- 10.00' UE. _ - - - - - - - - ( • .Y f 0 IN to ® rw V El - FOUND REFERENCE MONUMENT 1 N o'I co ti I n WATERS EDGE PLAT ONE _ SET PERMANENT REFERENCE MONENT, LB #6674 ! 1 �j .✓,-, - -- 79.97'_ _ _ - _ _ 80-00' _ _ - NB9° 8000, 08.88'- 80.01AL1- - - - 80.001 - - - - 68.68 - I N IORBC 308, PG5. 23-297z1 N - � go I � PB. 15, ?ACTS BS. BSA-BSG Q - DELTA ANGLE CONTROL P07NT, LR N6674 -- - , 1 0' n • SET PLRMq F RADIUS LE I :) I r l 1 5 89.45'47' E 122.02' 3 ~ aw I 11 - TANGENT LENGTH 0 0 0 0 $ o Io I CB CHORD BEARING M( MATCH LIPS o 0 0 103 0 101 o o to I ow _ (See Sheet 5) N ry _ _ ry < < J op C.D. - CHORD DISTANCE N w 125 iP.T. c1 0 : _ < 1 _ r _ _ _ _ _ _ _ - _ _ _ _ Of, - ARRCILENGHNAGE ASEAENT - w w 102 89 F 105 w 104 w w 25.0' 25.00' 3� F o L.B.E. - LANDSCAPE BUFFER EASEMEN 1' ry w mm mN o w w R = 50.0' A - 14'54'51' ! m 0V1 I L.B.T. - LANDSCAPE BUFFER TRACT 1� Y1 _ _89.00 - - -z _ _ -_-Lo 00'- _ _ � _ _ _ 80.00'- _ - -BOO• I- -0 - - 80.0' 0 30.86 7853'/ Sy�J `cm / / Qj99406.03' 1300 g o ao ! LI I ORB. . - 'OFAT &- 89.59'02' yt ' o w LA1.E. - LAKE MAINTENANCE EASEMENT RADIAL 0 SCALE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � FICIAL RECORD BOOK ROOK - - - 589'38'32' E 888.22' t1OTAL) I - - - - - 9pR• a�4R' / TC ` 529•gq,Oz° 2 I : 12 PGS. - PACES hSr 7 I9p - I m P.S.M. - PROFESSIONAL SURVEYOR AND MA'PER 1 _ S 8938'32" E 888.22' (TOTAL) � Ahn\ R = 100.00' of V P.R.M. - PERNANENi REFERENCE MOYM NT . I 2ND PL.AM S.W. P.C. GB , N - 89°59'02" o TYR - TYPICAL c" L - 157.05' 8 P.T. - POINT OF TANGENCY 80.00_ _ _ _ 80.0' 80.0' o _ _ _ 8000' o - - 80.00' _0 _ 43.8 / _ _ - ny� SNN �, 9f( P z . ' � ' / / P.C. - POINT OF CURVATURE S_69.3B'32" E - 86822' (TOTA'_) S (TOTAL) ® W V. - POINT OF RCVERSE P.R _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ V' # .03 ��Je9i, 1 PCC. - POINT OF OMPOIN�D]CURVE 0 g - w ,A `b w o 'd n 9 P O.R. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCEMENT NR. - NON RADIAL c " DE. - DRAINAGE EASEMENT 3 81 3 ® 3 ® 3 3 - 3 07 m ti 13 R.O W. - RIGHT OF WAY N N N m '9l. jn R.P. - RADIUS POINT b 2;vN14.29.2B•E G.M. - CONCRETE MONWENI N 852 I UE. - UTILITY EASEMENT 0 0 0 0 0 0 NO2.OS'05'W 31.99' 80.00' 80.00' m BOW, 80.0' w Do-0' 106.70' 15976' f' . _ _ _ _ _ � _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ N 89'38'32' W 1335.19' (TO 7AU I -T o I.RF.W.G.O. 0 1927. i N THIS D6TRU.E,NT PREPARED BY SOUTH RELIEF CANAL o - GORY R BliEORJ, PSM 4984 STATE OF FlOF®A RIGH WIDE — LIMITS OF PLAT /�y� TRACT 6 LAWSOh1 NOBLE AND WEBS, II1G l8 N0. 6674 VEY s S.E. PEACOCK BLVD.. CCRIfZ OF TRACT 3 _ PORT ST LME., P'LOMA SOUTH LINE OF TRACT 3 �I 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ Lam _ _ - _ _ _ _ - _ _ WATERS E ® G PLAT TWO PLAT BOOK (� ! A REPLAT OF A PORTION OF TRACT 3, SECTION 22, TOWNSHIP 33 SOUTH RANGE 39 EAST PAGE OF THE PLAT OF INDIAN RIVER FARMS COMPANY, RECORDED IN PLAT BOOK 2° PAGE 25, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID LANDS NOW LYING AND OS BEM IN INDIAN RIVER COUNTY. FLORIDA o JANUARY, 2002 SHEET 5 OF 5 DOCKET NUMBER MATCH LII•E R - 355.00' (See Sheet 2) MATCH LINE A 05" N 89'48-14' W 125.00' I � ^ �. 1 l = 197.95 187.95' (See Sheet 3) 9 l �9�-` s < . O Igl T Ifs •c. 5. 89.63 �_ _ � - _ x_13`0g'3B-�BL`�' _I W539_3T'34' E 8_0.008.57' (TOTAL) 8000_ _ _ _ _ _ _ T _ _ _ _ _ _ _ _ _ _ _ I 0 QI �' 9. 114 m :. I n d R ISM DF-]_ I 7.50' N 89'48'14' W 12500' I 1p `_' In 11 1 I I n SHEET 2 S 89'46'19' E 148.60' C In� `•' - - 1 SHEETS 10.00' U.E-N L- w1 ; IKn - I - - I--10.00' OE. '� 113 I�� 116 3 117 3 118 '� ® jo 2500' 25.00' 1 y�•• eNz O ¢FtOv Icw N N ry FffTPA �-v.,wi.-1•':.f im •olo � 113 0a a mlo .2 a e 6 1 b 'o N a 1 h I ami 3J, m P o L _ _ _ _ _ _ _ g SIEETS SHEET4m N89'48'14• W 12500. I ^ F, - - F- - - - - - - - - - - - - �°, i 10' uF. L� eooe• 11 . T 68.94' e0.00• BODO, S7B9`489d'� 12 !.50'- le- - S B7'G2'4 o S8937'34' E T49.3B' `�, kl o o 1 - - - - - - - _{ a 3 i { 0 I I A e m w m uA •e •�' V 'rn ® Ion d I 1 - f. i o 15.00. 1-ME. J •N iwMAP ou awl°' i o � Pf.g'' " I w o I KET.S. a ^ w H• I o - 1 r P[ jj y , I is 01 112 1 0 STORM WATER MANAGEMENT i f .�-) 1 uJ 1� I 3ml I _ TRACT NO. 3 I SCALE 1" : 40' r i `Ta�89�48'13'W l T -I 1 I ;v 4• Yf Vl 6 N M • i m q Q2LLV r T 3 g A _I • °.�. ^• : .:.� yi utfo _ ww Q 'T rl .a m - 589'4B'14' E MCI- Iz ¢ A: > � � a oZt lv o ..r. ti � ¢ F y. I ' L in 1 E g WEi4*#s1' Z v O TI o g • 25 = t `c ap t 1018 o% Tf. 4j34' LEGEND-. ' z U E i '-� I m H S}h }0� Ly'� N 76.02, N B9'38'32" W 608.88' (TOTAL) '--� -1 a _ E q,$ ' < - _ 02^ 80.00' 80.00' Bp.00• 1 80.03' gJz 1 Ic1 9v p1g _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I 1-JSO' _ _ _ '! ❑ - FOUR REFERENCE MON.NENT L " � w N 89'48'19' W 125.D0' Io 1 111 S o 7.50'-1 1-15.00' DE I o ■ - SET PERMANENT REFERENCE MONUMENT. lB M66]9 n i 3 - 1 1 1 1 P g o 0 1 • - SET PERMANENT CONTROL POINT. LB 06674 '� In o - 1 (SeeTSheeCH LIFE 0 - DELTA ANGLE '4 n ^D 1 ,0 I _ �,. N I- 0. I w R - RADIUS r r < O c P.C. 1 w 110 w w w w 1 I� w T - TANGENT LENGTH } ry Mil D DISTANCE m _ ' ; I O N w ® N lOB ry 107 I O m CR. - CHORD BEARING T-.--.o - a $, A = 21'0224,1 % DX � Il � . 89'50'18" `u N o N N 1 IN Fu DE, - DRAINAGE EASEMENT L = 36.72'16 ti I Ll ` = NR. 1 o y L ]840' g g 3 o g P I g L - ARC LENGTH y. 5 89'53'20' W 131.67' n y N � . z z z 1 z L.B.E. - LANDSCAPE BUFFER EASEMENT ff,NI Il P' oJ < e `� 99.35• } ��._ _ _ _ _ L _ 8_000' _ - - - - - - - - - - - - - - - - - - - 499356 _ _80.00• _ _ _ 80.00'_ F 80.00' - - - - - - - - - - _ - _ _ - _ LBL - LANDSCAPE BUFFER TRACT . ,f t } �� \ ,�. "•�`g97? 5 8938'32' E R9.22�`7 T 0 _ -- LM.E. - LAKE MAINTENANCE EASEMENT NR. - NOT RADIAL :p j e'_ 5 8938'32' E 88822_(TOTALI N T.S. - NOT TO SCALE D` a 0. � -- — - - — _ _ .I D.R.B. - OFFICIAL RECORD BOOK 1 • 4 V �� �\ 4 M PLACE SW. P.B. - PLAT BOOK IM -•. •, ( R 6. S 89"3B•32" E 888.22' (TOTAL) PGS. - PAGES 0 - - - - - - - P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER 1 ' f ` � f ' �p •"> _ c4.35' -0.00' 8000' _ _ _ 80.00' _ _ _ _ _ _ - - - 80.00' ' � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PRP. - TYPICAL REFERENCE MONUMENT ,; •� T3 a ^ b PYP. - TYPICAL ± n0' N O1 ' o o P o g w o o S P.T. - POINT OF TANGENCY 0 �� =' P o d 6 ry 6 8 P.C. - POINT OF CURVATURE sl ^ ^ - RPO PC_ - INT OF REVERSE CURVE ,ff P C.C. - POINT OF COMPOUND CURVE • • �hti 3 4 -' O 3 TB 3 (� 3 ® 3 T9 3 ® 3 P.OE. - POINT OF BEGINNING ypb m N N ry N N POC. - POINT OF CONI ENCEMENT 0, _F%; N - N - - - N.R. - NON RADIAL . DRAINAGE IOF WAYEMENT RW. - ✓� Vt o '" RR, - RADIUS POINT _ ) 4.30' 11442' 1 80.00' 5000. 6000. 8000' so.00• Cbt. - CONCRETE MONUMENT Ig N 89'38'32• W 1335.19' ROTAU UE. - UTILITY EASEMENT 1� TRACT 5 N I ' IJRF.WCD. LA4T5 OF PLAT THIS INSTRUMENT PREPARED BY o LSOUTH RELIEF CANAL _ _ _ _ GARY R BLWORD• PSNA 498L STATE OF FLORIDA S.W. CORNER OF TRACT 3 1_ RIGHT-OF-WAY - _ _ - - - LAWSOK NOBLE AND WEBS. DV. LS NM 6674 �g 250• WIDE ENGVkIItS TANNERS SURVEYORS _ - _ - _ _ - _ _ _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - -LINE TRACTS _ _ _ - _ _ _ - _ S90 N.W. PEACOCK BLVD. REM9 _ _ _ _ _ _ _ _ _ _ PORT ST. IIXIE. FUWMA II