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HomeMy WebLinkAbout1999 - Plat Book MayAn Ke: Ll g I uil Am m COLLIER CREEK ESTATES,PHASE THREE DESCRIPTION A PORTION OF SEBASTIAN 1-UGIIl_ANDS, UNIT I6, AS RECORDED IN BOOK 8, PAGE 45, OFTHE PUBLIC RECORDS OF INDIAN RIVER Cl(kl' N'l Y, FLORIDA, MORE PARTICULARLY D1,SCRIBE'D AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT 1, BLOCK 531, OI; SAID SEBASTIAN HIGHLANDS, UMT 16, RUN WEST ALONG TT IF, NORTI I LINT, OF SAID BLOCK 751.56 FEET TO THE WEST LINE, OF SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST, AS SHOWN ON SAID PLATTHEINCE, NOR•ITI 00` 04' 45" WEST, ALONG SAID SECTION LINE:, 930.93 FEIF,T; 'CI HENCE: SOUTH 760 44' 24" EAST, 435.20 FEET; THENCE SOUTH 80" 00' 19" EAST 285.24 FEET; 'THENCE' SOUTH 60014' 25" EAST, 180.00 I I,ET'; T H ENCF SOUTH 790 52' 50" I1 84.19 FEET- TIil3NCE SOUTHH 610 50' 21" FAST, 274.57 F1;F,'1'; 11 IENCF. NORCII 99' 55' 46" EAST, 140.00 FFF"T TO THE EAST LINK' OF AFORII.SAID PLAT; THENCE SOUTH 00" 04' l4" EAST, ALONG SAID P',AST LINE 548.06 FEIFT. THFINCE, WEST ALONG THE NORTI I L.INY. OF BLOCK 532 OFSAID PI .AT, 573.54 F 1 TIT 1*()'l I Il� POLN'T OF BEGINNING. AI1. THE Al3()VF, SH UAIT. IN IMAAN RIVF,IZ COUNTY, FLORMA, AND CONTAANNNN(, 22.1 AC"RFS, , ORF ()R 1+:SS. ANT) ALSO A PORTION OF SEBA5 I LAN FIX31 ILANDS LJNIT 16, AS RECORDED IN PI'AT BOOK 8, PAGE 45, PUBLIC RECORDS OF INDIAN RIVI.`,R COUNTY, FLUllll).1, MORE PARTICULARLY DESCRIBF.1) AS FOLLOWS: BEGINNING AT THE' SOU141EASI' CORNER OF COI. LIE'R CREEK FST1,V1J%S, PHASE TWO RECORDED IN PLATBOOK 15, PAGE 39, PUBLIC RECORDS ( ) INDIAN RIVER COUNTY, FLORIDA, RUN SOU'I'11 00 ° 04' 06" F,AS-I-, AI .()NC► THE EAST LINE: OF AFORESAID PI,AT� OF SHMAS'TIAN HIGIILANDS, UNIT 16, 189.29 FEIET; TI HENCE SOUTH 89" 55' 54" WEST, 201.90 FEET; '1 HENCE NORTH 51' 4748" WEST, 87.08 FEET; THENCE NORTH 81 ° 1647 WEST, 180.96 FEET '11 ENCE NORTH 000 04' 06" WEST 107.71 FEETTO TI II SOUTH LINT: OF T'I I , AFOREMENTIONED COLI..IER CREEK I S'I'A'1'I S,PIiASE TWOPLAT'; `1-HEN' CE. NORTH 89° 55' 54" EAST, ALONG SAID SOUTH L,IM, 449.09 FEET -1.0 THE POINT OF BEGINNING. ALL ITU', ABOVE SITUATE IN INDIAN RIVER COUNTY, FLORIDA AND CONTAINING 1.7 ACRES, MORE CAR L.I(,S. CERTIFICATE OF TITLE STATE OF FLORIDA COUNTY OF INDIAN RIVER WE,�fo�eSSionoa I c 0_+� KufC _,A TITLE INSURANCE COMPANY DULY LICENSED IN THE STATE OF FLORIDA DOES HEREBY CERTIFY THAT WE HAVE EXAMINED THE TITLE TO THE HEREON DESCRIBED PROPERTY, THAT WE FIND THE TITLE TO THE PROPERTY IS VESTED IN ADAMS AND ASSOCIATES DEVELOPERS, INC. WITH NO MORTGAGES RECORDED. THAT ALL TAXES HAVE BEEN PAID ON SAID PROPERTY AS REQUIRED HY SECTION 197.192 FLORIDA STAT•UITS; AS AMENDED. ALSO, TI-IERE ARE NO LIENS OR E NCUNII)RANCE S. SIG NATiZF, OFTITLE ITI.E Ol III CFRTIFICATTON 01 TITLE NOTARIZATION STATE OF FLORMA COUNTY OF INDLAN RIVER TLIF. F01U,.00ING IN'S'I-RL"vLENT .WAS SWORN TO, SI__F3SCRIBED AND ACKNOWLEDGED BEFORE NIE THIS DAY 01, -- 1999, BY —_IS PI _R-S—O-\�AI,LY KNOWN TO _YIL OR HAS PROI-)t?CED �S II)ENITFIC ATTO N , --tea ------_- --� 'SIGNATUIRE 44 '-' j.MF43 MFYi �J' n � l+ 1 - ------ ----------------- PRINTF.l) NANII: CERTIFICATE OF DEDICATION STATE CIF FLORIDA INDIAN RIVER COUNTY CITY OF SEBASTIAN KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED BEING THE OWNER IN FEE SIMPLE OF THE LANDS DESCRIBED HEREON DOES HEREBY DEDICATE AS FOLLOWS: I. UTILITY EASEMENTS: UTILITY EASEMENTS AS SHOWN ARE HEREBY DEDICATED IN PERPETUITY TO THE CITY OF SEBASTIAN, FLORIDA, FOR CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF UTILITIES BY ANY PROVIDER, INCLUDING CABLE TELEVISION SERVICES, IN COMPLIANCE WITH SUCH ORDINANCES AND REGULATIONS AS MAY BE ADOPTED FROM TIME TO TIME BY THE CITY COUNCIL, CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA. APPROVED DRIVEWAYS MAY CROSS THESE LASEMf NTS WHERE TI-IE1' ABUT ROAD RIGHTS OF WAYS.- 2 SIXTY FIVE FOOT DRAINAGE: EASEMENT. '['HE 65' DRAINAGE EASEMENT ALONG THE SOUTH PROPERTY LINE AS SHOWN IS HEREBY DEDICATED IN PERPETUITY TO THE CITY OF SEBASTIAN, FLORIDA, FOR CONSTRUCTION OF DRAINAGE AND FACILITIES 3 DRAINAGE AND STORMWATER MANAGEMENT TRACT: DRAINAGE AND STORMWATER MANAGEMENT TRACT AS SHOWN ARE o THE c HEREBY DEDICATED IN PERPETUITY 'r COLLIER CREEK B E HOMEOWNERS ASSOCIATION, INC. FOR CONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES, 4. STREET RIGHT OF WAYS: STREET RIGHT OF WAYS AS SHOWN ARE HEREBY DEDICATED IN PERPETUITY TO THE CITY OF SEBASTIAN, FLORIDA FOR USE OF THE PUBLIC AND FOR CONSTRUCTION AND MAINTENANCE OF THE STREETS. IN WITNESS WHEREOF, THE UNDERSIGNED 14AROLD D. ADAMS, AS PRESIDENT, HEREUNTO SET HIS HAND ON THIS wh DAY ,OF 1999. ADAMS/& ASSOCIATES DEVELOPERS, INC. LRI CO FRATION WITNESS. / BY, _ HAR LD D. ADAMS, AS PRESIDENT o'4, I Z, ACKNOWLEDGEMENT OF DEDICATION STATE OF FLORIDA COUNTY OF INDIAN RIVER CITY OF SEBASTIAN THE FOREGOING INSTRUMENT WAS SWORN TO, SUBSCRIBED AND ACKNOWLEDGED BEFORE ME THIS __�`_,�___ DAY OF �� , 19� BY HAROLD D. ADAMS AS PRESIDENTOF ADAMS $,, ASSOCIATES DEVELOPERS, INC,, A FLORIDA CORPORATION, ON BEHALF OF THE CORPORATION, HE IS PERSONA-1-1-Y. KNOWN TO NIF. < ,, / �; pro ;,pa',3 ►�,,?? ,'fl,? J SIGNAT&F V PRINT NANDII NOTARY PUBLIC STATE OF FLORIDA CERTIFICATE OF APPROVAL AND ACCEPTANCE OF CITY COUINCII_ STATE OF FLORIDA COUNTY OF INDIAN RIVER CITY OF SEBASTIAN THIS IS TO CERTIFY THAT ON .�_-------_-__-- THE CITY COUNCIL,, CITE' OF SEBASTIAN, INI)IAN RB'ER COUNTY, FLORIDA APPROVED THE FOREGOING PLAT. AND ACCEPTED THE DEDICATIONS THEREIN. MAYOR CITY ENGINEER CITYCLERK CITY ATTORNEY I I ES ' 'I 0 MAY01'S SIGNA'11.1 0;) APPROVED ASTO FORM SHEET 1 OF 2 CERTIFICATE; OF CITY SURVEYOR STATE OF FLORIDA COUNTY OF INDIAN RIVER CITY OF SEBASTIAN THIS PLAT OF COLLIER CREEK ESTATES, PHASE THREE, A SUBDIVISION, HAS BEEN REVIEWED BY THE UNDERSIGNED PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY THE CITY COUNCIL OF ITIE CITY OF SEBASTIAN WHO HEREBY CERTIFIES THAT THIS PLAT CONFORMS TO THE REQUIREMENTS OF CHAPTER 177, FLORIDA STATU'IT.S. DATE C"I'I Y SLh� LYOR ROD REED, RSAI, P'3916 OTTCF THIS PLAT .AS RECORDED IN IT'S GRAPI UC FORM, IS THE OFFICIAL DEPICIT'ON OF Ti--IE SUBDIVIDED LANDS DESCRIBED f- EREIN AND WILL IN NO CIRCUMSTANCES 13E Sl T PLAti TED IN' AUTHORITY BY ANY OTHER GRAPHICOR DIGITAL FORM OF TILT'- PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE ;SNOT. RECORDED ON THIS PLATTHAT MAY BE FOUND IN THE PUBLIC RECORDS OF TIIIS COI INTY. NOTICE: 1. THIS PLAT IS A REPLAT OF PORTIONS OF SEMASTIAN HIGIILANDS UNIT 16 2. O - DENOTES PERMANENT R'ERE;NCF: MONUME'NT SET, WITH DISK STAMPED "P.R.M. PS.M. NO. 3435" 3. • -DENOTES PERMANENT CONTROL POINT SET, WITH DISK STAMPED "P.C.P. P.S.M. NO.3435" 4. DECLARATION OF COVENANTS, CONDII7ONS, AND RESTRICTIONS AFFECTING T'I-IIE USE OF I'IIl; PROPERTY SHOWN ON THIS PLAT ARE FIL.I:D IN OFFICIAL, RECORDS BOOK // 7/ __, PAGE 3 C>7 ; FIRSTAMENDMENT OFFICIAL RECORDS BOOK 1212, PAGE 1335; SECOND AMENDMIEN•I , RECORDED SIMULTANEOUSLY ,Y WITT-I TT-IIS PLAT. SOUTH FLEMING STRET-80' R/W SOUTH LINE OF COLLIER CREEK ESTATES,PHASE II \ z , 5. THERE MAY BF /iDDITIONAL RFIS-I RIC CONS TT IA I ARE NOT R1El lAd"NCED ON THIS PLAT THAT MAY 11)" FOUND IN THE PUBLIC RFCORI)S OF INDIAN RTVFIZ COUNTY, FLORIDA.. 6. NO 1=3tJILDINGS OR ANY KIND OF CONSTRUCTION OR I-REES OR SHRUBS SHALT, BE PLACED ON EASEMENTS. 7. ALI, LOTS INCLUDING CUI.-DE-SAC LOTS, HAVI;. 80' FRONTAGE AT THE 25' FRONT SETBACK. 8. THERE IS A 10' UTILITY EASEMI;,NC ON "I'I lE' FRONT(A' ALL LOTS. 9. ALL LOT LINES ARE RADIAL UNLESS NOTED OTHERWISE. 10. ALL LOT CORNERS INCLUDING P.C.'S AND P.T.'S HAVE BEEN SET WITH LOT MONUMENTS. 11. BEARINGS ARE BASED ON THE NORTH LINE OF BLOCK 531, SEBASTIAN HIGHLANDS,UNIT 16=S.90000'00"W. 12. THERE ARE SOME NON -TANGENT CURVES ON HOLDEN AVENUE(USE CHORD BEARINGS FOR CALCULATIONS_ cn z 11J LD t¢ S C Q U U) to w U) 0- N 89' 5-5' 54" _E_157. - - - IF o -- I w A= 39.27' R = 25' 3 i Q �z '` z BLOCK E cB = N 45'' 04' 06" v CD = 35.36' w U) co 19 -' o Q A = 35.37' �" w R 195' :z D = 106 23' 35" C8 = N 5`07' 42" E N 81. _ CD = 35.32' �$TAw 180. DiAL 10' UTILITY EASEMENT'/ a 50' 100' 150' SCALE: 1 "=50' AVVI AVI --AVE AVE LOCATION MAP NO TRUE SCALE N 89°55'54' E 449.09' io 100.0.Q' _ _- 11 .� A=-39.2T'-- 162.06' �=25, O 40' 00 g 401 ' D = 90o 00' " z I W 0 CO= N 44� 55 54" E ao W o �- c= 35,36 BLOCK I �'� w W Z wcn W vLLW .. z U) z l b m o w U7 w INN p cr W W o �> > I� Ui If _ N' CO w i IWCc Q er q!l n., z N •� ,r 100.00 5 89` 55' 54" W 201.90' NOT RADIAL LEGEND: A D CB CD R/W P. C. P. T. ELEV. TYR P.O.B. SEBASTIAN HIGHLANDS,UNIT 16 PLAT BOOK 8,PAGE 45-45J ARC RADIU S DELTA ANGLE CHORD BEARING CHORD DISTANCE RIGHT OF WAY POINT OF CURVATURE POINT OF TANGENCY ELEVATION TYPICAL POINT OF BEGINNING SITE LOCATION SHEET 1 I1 Tx N 0 R LAN 00___� A CIR SITE LOCATION SHEET 2 i w 0 CD F- z z g 0 S a Q W w O uj H W UNPLATTED C'ERTIF•ICATE OF CLERK STATE OF FLORIDA CC)I_TNTY OF INDIAN RIVER I, HERLDY CERTIFY THAT I HAVE EXAMINED THE FOREGOING PLAT AND FIND THAT IT COMPLIES IN FORM WITH ALLTHE REQt)IRFMF.NTS OF CIIAPTI;R 177, FLORIDA STATUTES, AND WAS FILED FOR RECORD ON -----.--- ---- ---- _-- - - AT VERO BEACH FLORIDA. 1.11 1 N'O•____ _____ CLERK FOR TIII; CIRCUIT COURT IN AND FOR INDIAN RIVER COUNTY, FLORIDA, BY: CERII1-IC:AI'E (_)F SURVEYOR STATE OF FLORIDA COUNTY OF INDIAN RNER KNOW ALL MEN BY THESE PRI?SE'NTS, T'I IA I' TT IE; UNDERSIGNED BEING A LICENSED AND RECrISTE;RF'1) LAND SURVEYOR, DOES HEREBY CERTIFY THAT C.jN n1 aY 4 , 19 99 — > COMPLETED THE SURVEY OF TT II? LANDS AS SHOWN IN THE: FOREGOING PLAT; 'CHAT TT IF, PLAT IS A TRUE AND CORRECT REPRIESF.NT'AT•ION OF THE LANDS SURVEYED; THAT TIE SURVEY WAS MADE UNDER MY DIRECTION AND SUPERVISION; THAT THE SURVEY DATA COMPLIES WITH ALL THE E REQUIREMENTS OF CIIAPTER 177, FLORIDA STATUTES" AND THA"I• THE LAND IS LOCATED IN INDIAN RIVER COUNTY, FLORIDA; THAT THE PLAT COMPLIIES WITH CITY OF SEBASTIAN LAND DEVELOPMENT CODE, FIND THAT THE PERMANENT REFERENC:'E MONTIJJN/fl-:NTS AND PERMANENT CONTROL POINTS HAVE BEEN SET. i S A. FOWLER, Y.S.M. 11(RRATNO. 3435 STATE OF FLORIDA PREPARED -ON: X4A Y 31 /999 REVISED MAY25,19W INSTRUMENT PREPARED BY: JAN ES A. FOWLER, P.S.M. 929 7TH AVE.. VERO BEACH, FLORIDA 32900 tL7 z CI) Z <t W a - I o0 Z Y < 0 U) 00 rn CL rn cM 06 7 w U) LL z w It - 1 8 11.56' 23 SHEET 2 OF 2 oti a° ry,�, EIyENT .. S 80000 19" NOT RADIAL A = 41.4 ; 5 89 ° 2 2' 08" W "oR = 304.82'; `-• l NOT CR = 5 33' 39' 05" W; A - 120.34 ; 69. N 80. . RADIAL lr �/� CO = 41.38' R = 144.25 2� Qp , D = 47 ° 47' 54"; b - 81 �5: 201.4 �., Ir h�`�. 47 06 Do CB = 5 1 48' 24" E; U i CB = S 2 :.12?�"So CS CD - 116.89, z 67.32, STORMWATER MANAGEMENT TRACT bo ti ,p SEBASTIAN HIGHLANDS,UNIT 16 PLAT BOOK 8, PAG E 45-45J CURVE TABLE CURVE NO. DELTA ARC RADIUS CHORD BEARING CHORD DISTANCE ~ ,q � ) ,�' Cg p F -��.. 84.19, C1 47°32'38" 94.90, 114.25' S.1°57'1 "E. ' 24 \ cr '> ' �aBF S '9 52' C 2 38°41'45' 64.17' 95.01' ° . 3. 92.11, w / r o ; p SJ v B�' / 50 ;E S.3 17 04 E. 62.96 19 C0 `30 ry / C 3 87016'07, 114.23' 75' S.46°21'S6'E. 103.51' . b9 34 .11, .� SCALE. 1 =50 op Is �c^ 20 DRAINAGE EASEMENT 149 O.. r- h 2 , gag N s' ��'/ h 24,E E - - - -- __ - - - ,,"16'0, ,�ti e ,�' p CO, / qh' "�' < 10 g, �` 5 9°00, 00" W Q w /o o / °°" �' o . 02, Se•-, o , � �© • ,albal°s , , , 162.94 17 Rs o I � / . 1t lid, - t � C�` Q O 50 lo4 150 -` R 265' v. o w4 A _ 12.23' 'Q 3 16 � CB - N 36� 1 " E f ` of / ^y �• O s ___ CD = 12.23' A = 84.43'; Q «, �` j w a► ' ti � A" / a h^ i 22 25 `, - 5.0l'; 12 ►�- ° o� h .� b 4' ,,a ^� ate'/ `� 140.00 A s 43.91, R a 12 G _ a ,`;" O y o``' ~ �j N.10°00'S6'E.- 86.77'- N 89"55' 46" E D=38 4145, 20D R - 65.01': N �"" c` ' °a RAI NA -, o ` ' �° 6 65.41 D = 38'41' 45"; CB = 5 3� 25' S4" E; Z ' �' �` ____ GE EA `� '' �''� BUCK 1 74.59' v w ° 5 SE�F�T a q , a 2 C8'S `, D = 8 2.91 ` ! 1-- o ga 3 2' j j►„ It t' M ' ``� ' �a QO k/ ` 6�- 01 C i ct� +n LLi - _____ 18 E - r_. m �� CONSERVATION A I 86° 45' 14" E g w C, SEMENT Y 94.89 - ---- --- ---13.70' �;, ' _ NOT }�--1 r l G° 8.10'-- N 90 , 00' 00" E w I i It ;' A DIAL A - 71.77'; _ fa 'o - Y62.79' C5 1� ;� R - 345'; r ! a �o N.22°00'00'W.-30.00 I� o ' ry„` i c m ..; b - 11 0 55' 10"• U) , N �N S S,, ��j2 1, o, ''� '; ,., :; CB-S5°59' 46" W: co .,. h� k, S ° �/,o' 'Ab, A - 81. 8 7'; Z f M; BLOCK H "`L w 0,, I ►, Z 4 CD - 71. 6 5 , 2 „h �.'4tia R ' ++ " eIt 26 D = 50815.4q i� A = 88.72, _ N 00004' 45" W v 17 1 ` �' v ! hn' ^� \ ��G' N.89°55'46'E. -S 3 ofI I 0"4 CB _ 45' 08" v ' _ 11.20' I e ! h F 65.00' 6 0 40„ W m N 3 R - 755.49'; 13 5 90" 00' 00" _ _ BLOCK F I �' 12.23' N 90° 00' 00" E - 246.00' ^ �, �/ CO _ 81 8 ►. ! b = 6'43' 43"; - _ - % 5710 41 i ++ ' ++ N o " i 151.2 3' I _ i 125.00' 121.00' i E-- I o;t CB = 5 5 34 08 W, `�' f V i _. _ _ .__ _ .._ -_._ --- __ _.-- _ _ �•, _ I NCDZ S w 5 860 48' 52" E I CO = 88.6T 5: •I: r ki "' N 90 ° OD' OD" E ; 1 3 �' 4 U) 179.91 ao;�� g R= 815.49 N N +, N 90 ° 00' 00" E Z _ __ 1 I B LO K J �`� Q b% o a b= 3` 43' 43" ' oa v I R_ �3.95', 181.90' I 80A0 I �" ' w 3 Cb W U N P LATTE D w CB = 5 1G1T 52', W ; o D = 2 34 28"- " ; cW I w CO = 53.06 C8 = N 00 57 38 E; ! ¢ ' 8 2 8 Q z 27 A = 6.33' 3 CD - 33.94' ! a w ] S" j. v �; $ 9 $ m Q 105 (Q� / R - M i.D III •o � w V I� � N � I O "' D= 3`27' 12" `� IC4 M N < ;O �'�" 8 8 8 Q Q C8 = 5 4° 27' 29" E v iv)°° ,� ;� 14 } ` z 16 E: Z CD = 6.33' d =� iv p10 �' ,� Q W Z ! A _ 53.62' .. w = " Zt `) .- b ��b o2ti "' a A = 39,27' > j A = 39.27' 10' UTILIT EASEMENT(TYP.) p _ �� " C_ry N g3o48 55 E g,1hplCr ,�� } R - 25 I I R = 25' C6 = 5 77 53' 09� _ ,I 10' UTILITY EASEME T(TYP.) D = 90°00' Q0" - " 182.09 , b� q$ q �� b�'' ro ,o ' / CB = N 45 00 00 E < �B 94 45 00 00 W o Q {, Lq - -- - - - - - -- - - - - --- -- - - - - __CD = 35.36'-- -- `CD = 35.3b'- - _ �n R = 50' - R ;14h ,�q' 135.22' _ ' -- 151.22' - - - -- - - - 155.00' ! YOOAO' - - -- - - - -- Y 21.00' - A = 18.69' D = 75 ° 42' 02" g uj 3� p; hb 5 90 00' 00" W D 42 ?50' 00" \ CD = 61 36 32' 4f" E i m bg0 ---_. o " r � � ° CB = 5 68' 35' 00" W � � cW - 5 2 : b - - --- --- - --- -- _N 90 00 00 506.48 - i m " N 90` 00 00 E - 352.00 CD = 18.26' LL c$ a� HOLDEN AVENUE-'60rR/WCOURT-60'Rs 85�41'�'�E O 28 bti'h HOLDEN /W --- A = 18.69 O D = 42 50' 00" i25't - 131.82' z bq�--124= _ _ _ _ 110.00' -- - - C8 = 5 68 35' 00" \ R = 50'S8 E- - - _-- --_ _ _ _ 100.00 --' - -- - _ CD = 18.26' i '^ v' --'L ,, A = 22.71' A = 39.27` / `, � f A= 39.27 _- -- - i ; o . , D = 54"31' 41" Q b� o �p po R ;105' 0 UTILITY EASEMENT(TYP. R = 25� „ �' ; R _ 25 .� -- - _ CB = 5 31- 34' 11" W ! w ti D - 12 23 26 D = 90 00 00 1 w j I D 90' 00' 00" ,. A: 64.58' CD = 45.81' BLO K F CB = N 45 00 00 W i C8 = N 45 00 00 E R: 50' a�. by d, CB = 5 83`48' 17" E CD __ 35.36 ${ , CD = 35.36 10 UTILITY EASEMENT(T P.) D = 73�59' 59" CD = 22.66 `L w w ! o i C6 = 5 84" 09' 59" E 29 `}` 30 0 31 32 w 33 9`o `�' wl Cl)= 60.18' j tV I N Q cV 0 C7 00: N U� Q4 �o , cg 1 o� of 8 © 7 Io 6 ✓pro 5 z z ( z - g -- -� --- - r /65' DRAINAGE EA EMENT I i 65' DRAINAG EASEMENT 56' 41 144.00' 1 124.50' 124.50' 135.00' ' 4o40 i 125.00' 125.00' 186.00' 57.54' 751.56' S 90 ° 00' 00" W i N 90 ° 00' 00" E 573.54' BLOCK 531 P.O.B.NORTH LINE OF BLOCK 532 INSTRUMENT PREPARED BY: 1 I BLOCK 532 SEBASTIAN HIGHLANDS,UNIT 16 ! JAMES A. FOWLER,P.S.M. SEBASTIAN HIGHLANDS,UNIT 16 9297THAVENUE PLAT BOOK 8, PAG E 45-45J ' PLAT BOOK 8, PAGE 45-45J VERO BEACH FLORIDA 32960 REVISED MAYZ5,1999