Laserfiche WebLink
CURVE RADIUS <br />DELTA LENGTH CHORD <br />CHORD BEARING COR VI: I RADIUS <br />DELTA LLNCIN CHORD CHORD B[MtC <br />I ' <br />A PLAT OF <br />CI <br />27'41'58' . i A7.88' <br />N, ' 6' C12 5.00' <br />, ' T 9' 20.35' 19.79' NBT 4' <br />STONEY BROOK FARM <br />C2 IW 00• <br />)V I' 46i . ♦ e ' <br />, 'J ' 'W CIJ <br />140-54-27• 122,96- 94 41' 7' 'W <br />!•30.22 <br />C3 I <br />1' 66,47' 6 <br />1 ' 'W C1425 00' <br />47'59 20 35'502'10'49-W <br />A SUBDIVISION LYING IN THE NORTHEAST 1/4 O SECTION 14, TOWNSHIP 33 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA. BEING A REPLAT OF TRACTS 1 AND B. <br />C4 0' <br />', 1' <br />1 ' CIS <br />7• -IN <br />SECTION 14, TOWNSHIP 33 SOUTH, RANGE 38 EAST, ACCORDING 10 ME LAST GENERAL PLAT O LANDS OF INE INDIAN RIVER FARMS COMPANY, AS RECOROCO IN PLAT BOOR 2, <br />CS 25,00' <br />9' B'4 <br />C16 125.00 <br />90'30'56* , 47' 177,57' N44' 7' 'W <br />PACE 25, PUBLIC RECORDS O ST, LUCIE COUNTY, FLORIDA, SAID LANDS NOW LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA. <br />C6 90'Q]' <br />IJ' 9. ' <br />N44'4 6'31 -E C17 ' <br />45 'I 74' 96,19' N 7' •W <br />BENCHMARK NOR: <br />C7 56 <br />6'02*] <br />' t C16 125 DID <br />45'15'2a' 74' 96,19* N22 -19'41"W <br />600 STARE N SOUTH FACE O 16' ONE TREE NO BUILDING PERMIT WILL BE ISSUED FOR ALL OR ANY PORTION THIS INSTRUMENT PREPARED BY: <br />CB 25,00. <br />61 62 <br />1' 4' 'W CIS <br />6 63' N <br />ELEVA TION -24.56 FEET, NATIONAL GEODETIC VLRRCAL DATUM OF 1929 O' ME PROJECT UNLESS AND UNTIL ME APPLICANT OR ME WILLIAM B. ZENTZ <br />C9 <br />34'55'33" ' 11EL92' <br />Nl '41' C20 0 ' <br />- 6' N101-11-133 <br />REFERENCING INDIAN RIVER COUNTY 'IBM ITS (BN Sl. BEN[HRUN), APPLICANT 5 SUCCESSOR OBTAINS AN INITIAL AND FNAL PROFESSIONAL LAND SURVEYOR <br />•TBM <br />CIO j5.00 <br />4' J i 1 .7 <br />N '4 C42 W OU' <br />0692'00' 52.65' 52.83' 50319'0 "W <br />ELEV-22.91 FT, NC\O'2V ARLCO WITH 16. ELEV,-2355 FI. NGW'29 CONCURRENCY CERTIFICATE FOR ME PROJECT OR PORTION 664 OLD DIXIE HIGHWAY <br />ABOVE BENCMMMKS <br />CII <br />/ �� <br />i <br />7 <br />SSI 8= ^2 °J' <br />�:: °I <br />PRONGED BY INDIAN NVLP COUNTY SUAwl DEPT. OF LHC PRO.CCI FOR 'MACH A BUILDING PERMIT IS SOUGHT, VERO BEACH, FL 32962 <br />(772) 567-7552 <br />�a <br />NW. OR.5 <br />C SECTION U4, <br />1512' <br />IRA[( 16. SEC rn 11, i1W. Jl s. RLE. J9 UNOIAN RULER !ARMS CO. /O <br />�CO <br />� <br />�nvP <br />JJ RCC. JB <br />lNOJ iJ'C. <br />o� <br />-100E. L.1961 = aM;51 5 <br />BOON 7, vG, P3, SI LUCIf PUBIIC RCC0905 <br />I <br />L•42.85' L•42.87' I <br />N, NO IDI <br />/PLA-� <br />--•--R R PER PARCEL OCCCRF ON N SIDE B! <br />_______________________________________________ ___POB=_^ <br />______ _-L..-________/________----------------------------------------------------- <br />N89Y]'07"( 76�575' <br />25 <br />' -- - -1]32.63' <br />--.� _ _i_ _ - _5EB'41'OTw <br />FORTIONS <br />BM S/REEF ClCNOALE RANO (PUBLIC) <br />LINO O! RCICRCNCC FOR BEARINGS j66S 25' <br />ERCIR. !ARMS CO PLAT -_--_ -- -i - <br />� 0AN RILCR !ARMS W TEA CONTROL D?SMCF SUB LA TCRAL C-1 CANAL R/W- - 3 [RDA' IINC IRACI LIC R O <br />_11 <br />R/W lM'C <br />SII <br />----------- <br />1• L 156' <br />PHM S; PRM <br />\�1 <br />5 <br />N 119*23.265 <br />119021895 <br />-- -- _ <br />.------------ --- <br />- _--_ ----- -__--------- - - -- <br />-----_-� 31. 37.56 --------------- --- -- -_ 1 001. <br />I-5'L,A E. "' TRACT'] \ <br />.i <br />4.fU66 MCMA'M PUCE 58 <br />D504� <br />E <br />10' LANDSCAPE <br />ESMI <br />'A' <br />10' LANDSCAPE ESMI.� 5'L.A E.� <br />g m CORNER CLIP /� PRM <br />A <br />52'C(R) <br />sag., 0.38' <br />40.38' <br />8 <br />I <br />TRACT MI5 <br />TRACT DEDICATED BY PLAT I <br />STORMWATER MANAGEMENT h LANDSCAPER•6250' IRI I STORMWATER MANAGEMENT h LANDSCAPE sus7'?s'E� II <br />UO' <br />✓1 <br />Pur Booty <br />PACE .I/�/f��) <br />OCCKET No. "9 <br />P.O.C. <br />N.0 CORNER SCC/ION 14, <br />THI 'u 5., Roc is E. <br />Ct. n' /0Je 14 CNC q0u <br />9].w]O]t ipp rx9 A <br />gFa9,J]6 ox ) Ps r <br />PROPucro !WDM rs ccR <br />r <br />I <br />g <br />i"IF <br />- <br />.21.41'58' <br />JZ30' 1,750' �/R•137.50' <br />42.24 I <br />100,00' <br />Ir I <br />= <br />@(- <br />N89'470TE <br />' <br />blow' <br />!•30.22 <br />/ C b.27'41'58' <br />L•66, 47' N89'47'07'E 381,35' R•20H0o <br />04,1 II <br />h <br />ly' <br />�I; <br />y <br />CB.SOD'14'06'E <br />110 W 100, D0' <br />100.00' <br />,.J L_ 100 Do' <br />100 .00' <br />g <br />Ai <br />•% / 10000' <br />7y / <br />1 00 DO' 100 W' B1.] <br />�.(� L•56.2i 90 Je <br />G <br />1. i <br />n <br />FND.-FOUND '- <br />R IRON POO <br />R/C - RON R00 WITH CAP <br />ag <br />�8 <br />( <br />^ 79 <br />JJYL.J II <br />C M -CONCRETE MONUMENT <br />I <br />v <br />61 62 <br />63 <br />^8 <br />64 <br />65 <br />^.8 <br />1 <br />u <br />m8 <br />'�-8 rA, <br />2 3 <br />4 IR <br />1� <br />I .302'49' <br />S try <br />p. <br />.- gR <br />85( <br />88 <br />1 <br />/ �� <br />i <br />8� <br />SSI 8= ^2 °J' <br />�:: °I <br />V <br />U Q <br />�a <br />I <br />1512' <br />- 57 <br />I I A <br />7' d <br />,,I <br />o� <br />-100E. L.1961 = aM;51 5 <br />Ci <br />L•42.85' L•42.87' I <br />a <br />3 <br />b319,11 <br />I L]J <br />..OS' <br />S89'59'37 <br />-ElOVE. <br />I <br />'-TbTwP' <br />_11 <br />I- <br />1• L 156' <br />5 <br />9i&n923 <br />-_ <br />4.fU66 MCMA'M PUCE 58 <br />D504� <br />61'!737 C <br />_ <br />!11.46 MERECMM PLACE �i .4737'.10' <br />2 9 \ SB9'11'S)'E NR <br />~(PR"AIC�.+pl <br />ITT <br />1 <br />I v <br />o <br />A <br />52'C(R) <br />sag., 0.38' <br />40.38' <br />% <br />F-S0012'S3•E ry <br />89',707 <br />r <br />E 361.85 <br />(PRIVATE) <br />_ <br />35.38'• NBB'47 U7'C <br />_93.00' <br />188.]4' N99'41'O7 <br />15,23' <br />E' <br />246.01' ;� �j) A{4 <br />'A 1 159.26' <br />i <br />I ]1,00' <br />_ - _ _ <br />_ _ _ _ _'C --S1ele3)C <br />8 Bt <br />_ <br />_ -L.44.51' L.16.7810'UE.J <br />;I <br />- <br />I <br />Ie <br />1)W <br />I <br />t0'U.E.J__� e' - 6.o-.4eM• <br />rc <br />la <br />f0 DA IE <br />2 0: <br />ENI" <br />62 �- <br />f 1 <br />17 <br />DD <br />R -21R-25 <br />R-25 <br />.l <br />j R•1000p' \\\AA ' <br />l'n <br />rN89*47orE_ <br />, $ <br />rvs765t <br />b90i!'l <br />o-14v0'21'L•3920 <br />L•151.75' \SB9'al'S7•ENR 11$5 <br />0i77 <br />L.17..6.4041.II60 <br />59 <br />TRACT 'C' <br />7 <br />�/ <br />7RECREATIONNe9'41'07'[ <br />25 1 L•B.90'o-9se'le'N0018'03'E 589WI'7" ` .J <br />3 <br />Q2h � <br />R• <br />�602'00 <br />i"IF <br />7,.08* <br />LegendI 6 TZ h <br />1. <br />1H1 zs' <br />CB.50319'03'W <br />100,00' <br />TRACT 'D' <br />2 <br />59.4)'DTE 211.25 <br />NSA?8 <br />A - NT <br />CEgµ M <br />A <br />'_10, �41 <br />L - M[ LENGTHGIf <br />4 <br />CB.SOD'14'06'E <br />CHO CHORD S <br />C.B. [INT DEARINC <br />Is <br />j <br />1.0.-IOENTIFICATION t <br />._ <br />-y <br />ISO 84--- <br />FND.-FOUND '- <br />R IRON POO <br />R/C - RON R00 WITH CAP <br />IP IRON PIPE <br />^ 79 <br />C M -CONCRETE MONUMENT <br />J <br />b <br />v <br />P.C.-POW O CURVATURE <br />ti <br />P,T.-PONT OF TANGENCY <br />LJ <br />W <br />I .302'49' <br />ES"-EASEUENi <br />p. <br />573 <br />(NR)•NON-RADML <br />G <br />UN <br />(R) • RADWIL <br />D.E.-ORAINACE EASEMENT <br />IW39' <br />V <br />U Q <br />589'41'57"ENR <br />R/W RIGHT-OF-WAY <br />C.C.R.-CERTIFIED CORNER RECORD <br />DAU.E.-DRNNACE A UTMItt EASELIENT <br />- 57 <br />P.O.C. . POINT OF COMMENCEMENT <br />168,85' <br />�Q <br />< <br />P,O.B. POINT OF BEGINNING <br />LA.E.-LIMITED ACCESS EASEMENT <br />L•42.85' L•42.87' I <br />a <br />3 <br />b319,11 <br />I L]J <br />..OS' <br />S89'59'37 <br />o pp(;PERMANENT REFERENCE MONUMENI <br />lY <br />1504 <br />(4', 4' CONCRETE MONUMENT WITH ~ <br />MAL HAT A BRASS CSN STAMPED <br />U7 <br />PRu-WB2-LB 6840') <br />D AM E.•ORNWLE A MAINTENANCE EASEMENT <br />56 <br />o -PERMANENT CONTAX POINT (CENTCRLNE) <br />II <br />o .LD1 CORNER TO BE SEI AT TIME OF <br />50 Co' <br />-j'p- <br />ti <br />TRANSFER OF PROPERTY OR IupNOUAI <br />LOIS AS SHOWN <br />�..I <br />58 <br />55 <br />S E <br />s• <br />/ Xµ <br />M1IQ V <br />�7 <br />72 <br />/ 4••61 . <br />• lx e7°JJ (. <br />/ ! SB1 S30J 6>0 <br />71 <br />I <br />P�I^' I NB3',31B C P <br />^I= 150 DO <br />70 1 <br />�\ <br />74 8�y .601'00' <br />@ L•!♦21' <br />}�.` •� ONTO -.1121' <br />J) Ed^ a 011-MO119'OS'E <br />73 <br />J <br />R• <br />�602'00 <br />i"IF <br />7,.08* <br />.802'00 <br />I y <br />CB.50319'03'W <br />'ll <br />TRACT 'D' <br />STORMWATER MANAGEMENT <br />R•125,00' <br />( 1 b5V]'42' <br />2s' 25• 8 <br />.6911.05' <br />A <br />L-150.91 <br />10'D,E. <br />CHD•141.93' <br />4 <br />CB.SOD'14'06'E <br />J <br />569'41 57 E NR <br />I <br />.802'00 <br />I y <br />1.4fi.3B' <br />'ll <br />, <br />R 78 <br />( 1 b5V]'42' <br />2s' 25• 8 <br />A <br />rl <br />10'D,E. <br />4 <br />1It <br />3 <br />Is <br />569'41'S7•E <br />I I <br />-y <br />ISO 84--- <br />^ 79 <br />J <br />b <br />o-2v'w• L•12a' <br />9 <br />1-28 13' blil'1)' 1 <br />I .302'49' <br />p. <br />S89'41'57'E NR <br />it <br />L•1697' <br />I <br />IW39' <br />rv� <br />589'41'57"ENR <br />I <br />•�b3'38'15' .4'4644 <br />V! <br />168,85' <br />L•42.85' L•42.87' I <br />j <br />b319,11 <br />I L]J <br />..OS' <br />80 <br />1 <br />Z <br />10 <br />S8"E I� <br />ml <br />II <br />i <br />50 Co' <br />-j'p- <br />Se9Yl'S1'E <br />II <br />�..I <br />i <br />8 Bt <br />;I b <br />- <br />I <br />Ie <br />A <br />S89Y1'S7'C <br />5000' <br />g a <br />I I Se9'41']7'C <br />I 170.00' <br />II <br />la <br />f0 DA IE <br />2 0: <br />ENI" <br />62 �- <br />f 1 <br />17 <br />5j <br />I r7 <br />S E E S H E E T 3 <br />C R APHIC SCALE <br />w <br />o w w <br />_ I. IT. ) <br />N . To N. <br />u <br />COORDINATES AND BEARINGS SHOWN ME <br />BASED ON THE INTO ME FOLLOWING INDIAN <br />RIVER COUNTY HDRIZONTAL CONTROL <br />NETWORK STATIONS: <br />CPS -129 N1,191.150.284 <br />N1119.318.068 <br />Cps 130 1.138.291.632 <br />E 619.108.333 <br />SAID STA TONS REFERENCE ME FLORIDA STATE <br />PLANE COORDINATE SYSTEM, EAST ZONE, <br />NZ 1981/1990 ADJUSTMENT, <br />NOTES <br />PRM'S WERE OFFSET TO REFLECT R/M' <br />DEDICATIONS <br />EASEMENTS CENTERED ON L01/MACT LINES <br />UNLESS OTHERWISE MOTTO <br />LOT CORNERS TO 0E SET AT TAME OF <br />TRANSTER O PROPERTY ON INDIVIDUAL <br />LOTS AS SNOW <br />- MS PLAT UES N FLOOD ZONE •Y' PER <br />FLOOD NSUNANCE RATE MAP Ne <br />12061[0165 E. DAZED 5/4/89 <br />PERMANENT CONTROL POINTS (PL9'S), <br />SNOW THUS o $CI AL NJ. CHANCCEES N <br />DN[c FON N CENT[RUNE. <br />I <br />SHEET <br />2 4 <br />