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Home My WebLink About2013-247 3120130076883 RECORDED IN THE PUBLIC RECORDS OF • The Fieldstone Ranch Subdivision — Phase 3 JEFFREY R SMITH , CLERK OF COURT INDIAN RIVER COUNTY FL BK: 2722 PG: 2479 Page 1 of 5 12/102013 9: 51 AM D DOCTAX PD $0 . 70 141411 o? EASEMENT a0 / ,3 17 THIS GRANT OF EASEMENT , made and executed this4th day of December, 2013 , by GHO Fieldstone Ranch Corp . , a Florida corporation , whose mailing address is 1775 SW Gatlin Boulevard , #206 , Port St. Lucie , Florida 34953 , hereinafter called GRANTOR , to INDIAN RIVER COUNTY, a political subdivision of the State of Florida , having a mailing address of 1801 27th Street , Vero Beach , Florida 32960 , hereinafter called GRANTEE . WITNESSETH : That GRANTOR for and in consideration of the sum of TEN DOLLARS ($ 10 . 00) and other valuable consideration , receipt of which is hereby acknowledged by these presents does grant , bargain , sell , alien , remise , release , convey , and confirm unto the GRANTEE , an easement for utilities over , across , and beneath the following described land , situate in Indian River County , Florida , to-wit: See Exhibit " A" attached hereto . This Easement is intended to be temporary until such time as a plat is approved by the Board of County Commissioners of Indian River County , Florida and recorded on the public records of Indian River County , Florida with respect to the real property described on Exhibit "A" attached hereto , which plat describes and depicts a perpetual easement for utilities over , across and beneath said real property or portions thereof. This easement will automatically terminate upon the recordation of the aforesaid plat without the necessity of any further action of the parties . And GRANTOR hereby covenants with said GRANTEE that the GRANTOR is lawfully seized of said servient land in fee simple , and that the GRANTOR has good right and lawful authority to convey the easement established hereby and will defend the same against the lawful claims of all persons whomsoever. This document was prepared by tar+ d should be returned to g >� ... ounty Attorney ' s Office 1801 27th Street 'Vtiao Beach, Florida 32960 IN WITNESS WHEREOF , the GRANTOR has hereunto set GRANTOR ' S hand and seal the day and year first above written . Signed , sealed and delivered in GHO FIELDSTO RANCH CORP . , a the presence of: Florida corpor i n signature : �ON By : printed name : ` Q - Willia , President signatur printed 6r7+,ig4j STATE OF FLORIDA COUNTY OF Sar Lvut. The foregoing instrument was acknowledged before me this 44 day of December, 2013 , by William N . Handler, the President of GHO Fieldstone Ranch Corp . , a Florida corporation , on behalf of said corporation , who is either personally known to me or who has produced N ( a as identification . NOTARY P BLI printed 011e . (SEAL) : Commission No . : Commission Expiration : •ti3:o'' DEBORA J . SOUCIE � voCommission # FF 056049 Expires October 30, 2017 ,p„ G.MThruTroy Fain ln•ureno• MM5a019 INDIAN RIVER COUNTY, a political subdivision of the State of Florida l ,.�y('9 . ! . S/ B &seph . dstrator .. ��Rn'ER CO�Nr' ATTEST: Jeffrey R . mith , Clerk Authority : Resolution No . 2013-025 »»••••••• of ou d Comp By Deputy Clerk Approve William K. D puty County Attorney By: Vincent Burke, Utilities Director 2 �' EXHIBIT " A" ( w1N 1/4 L'QflvER sEcnav s - - - - - - - - - X13079712u1.35• SOUIN LAC Rr J2-JI-J9 32 33 - - - - - -N(.141N LAC SFC 5--J2-39- - - - - - - - - - - - - — 5 4 76 L1Rr MERIDIAN 20 ' 1 I ; 1 LAND SURVEYORS 4 y r R v�rwrrwwrFL3n*rm ----- I J QEUA=2JB58�lT' ; n.�Vm mrRi�'� — 16 dl�AlBt{C+vV7575y971 h +� r .e"miMa .n LEE $ \ !~ 1� y 1$ Legend & Abbreviotions: L nd -- I I 19 Le \ 27 26 PLS - PRAFES90W LAND SURWYAR ai I n+E W RANI �' ; PSM - PRWES90W SURVOR & MAPPER 6 I I RJ80 PHASf /4 LB _ LAND SURIfMNC BUSINESS lamasPUT ?6, PAGE 6/�� 69,% / L=1EC63 i POC PANT OF C�OUWA( WT — � ( -- 0>00"�'� mue : POS _ Pr�vr OF eEcxwar� PDT - PANT OF 1fRINW1J5 P.O.B� �� 13 1war=1a,z� �, 25 M coo sN .B [or — — — — N 12ZIll i — 2 = . �� 29 i PGaR.B - PAS A! REGARD BOOK W Il f R= 07 \ 12 L=M12 IN - Q'LTA=057 R*WS +(p 1107 �y (AA) MAIL AI-2SA7 s B �iL Sd77d i 71 1 J A2TA=A1N56" ? ' _ : s ! j R - RIGHT AF WAY ` � Nl19Z9I171 /I3l59' ' �ll>IGA/=4I M10 Y L= tJd01 PIPEn Ly( , A ; PB - PUT BOOK I . r �T 'A' p ��7 >< � STORMWATERpro / i .* B'U2 i Plat of Survey for: - 1171 157.67 { AI�IC�N41?li0 MANAGEMfNr / NO J0162 T4 - Z aL NwZ4J TRACT PLAT BRAY / P . TRACT A' 1,, � bPIP _0~ 2t, PAGE ss :,;, : u�LrA srlI . .� ; i FlELDSTONE RANCH J9 : A�B9lSLllbEWWrOA) Mimi E 3 a 2 1rlAst J : . L. . n9i cE>xaN677I .I. HA . '�q I �ar3otier T • 32 LIELlA= 07 OW I . I itDl97r} . : / I 25 1 i : $ ' ype 3r Jf a� rrc TRticr �i . Ri-az6o � sJ2o;. SKETCH OF LEGAL DESCRIPTION m 1 : . : . . NOT A BOUNDARY SURVEY AIK TEE _ , acaE, 4 � . �. yPROJ NO.. 05- 021 j -. . - a- 1 16 NIrA<16 A� — -- — — —.--. NEI I4 f�ELDsroNEr+ souARE (, 1 WN BY. E. J. H. - -- - _ PEI --. . . . . . . . . — �— �KD. BY.• C. H. B. 15 y . . . r� 17I DATE 11/613 $ r2 r3 TA=OTJDi. . . o A 1 = 150 g•: 6 ' 7 8 9 JO - . 11 O'L . CLE W . . TRACT 'F 0i m TRACT i THE SIGNATURE AND TIE ORMAL RAISED SEAL OF Stxl AlAC 2 . : . . - THE UNA REGISTERED SURVEYOR ANO MAPPER -- I WOV51- 1=57.26 NAMED HEREON NFIKII 9WATURE AND SEAL MAY 1nfOfAN RIWER FARMS COMPANY SM09ON RAr soak 2, PACE 2$ FOIN1V AT THE END OF TiiE AITAG'!ED REPORT R &JC RECORDS OF Sr. LULIE COUVIX RO TVA NOW &W #VDIAN i L>IXTA=45177' I RIWW C"rr, ROWA ; I IW PLAT AND RQ°ART ARE NOT FULL Ali 1 " I px 6YAaw SB)r9r9E I ; COMPLEIE INTHOUT ONE ANOTNER. 01 lL7iGR►>Sz2I PAGE I of 3 Report of Survey (Project #05 - 021) * TYPE OF SURVEY: SKETCH OF LEGAL DESCRIPTION NOT A BOUNDARY SURVEY * THIS SURVEY PERFORMED BY : MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BLVD . SUITE 201 VERO BEACH , FLORIDA 32960-0864 Ar PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE : CHARLES H . BLANCHARD P .S . M . #5755 " THIS SKETCH OF LEGAL DESCRIPTION MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE MINIMUM TECHNICAL STANDARDS AS ESTABLISHED IN CHAPTER 5J- 17 OF THE FLORIDA ADMINISTRATIVE CODE . It THE HORIZONTAL COORDINATES AND BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM , FLORIDA EAST ZONE (901 ), NAD 83 ( NGS ADJUSTMENT OF 1990) AND ARE BASED ON INDIAN RIVER COUNTY HORIZONTAL CONTROL NETWORK MONUMENTS GP8111 AND GPS112 . THE NORTH LINE OF SECTION 5, TOWNSHIP 32S , RANGE 39E , BEARS N89050'29"W . i LEGAL DESCRIPTION- BLANKET UTILITY AND DRAINAGE EASMENT A BLANKET UTILITY AND DRAINAGE EASEMENT BEING A PORTION OF TRACT 2 , SECTION 5 , TOWNSHIP 32 SOUTH , RANGE 39 EAST, ACCORDING TO THE LAST GENERAL PLAT OF THE INDIAN RIVER FARMS COMPANY SUBDIVISION , RECORDED IN PLAT BOOK 2 , PAGE 25 , OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID LANDS NOW LYING AND BEING IN INDIAN RIVER COUNTY , FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS : BEGIN AT THE SOUTHWEST CORNER OF LOT 8 , THE FIELDSTONE RANCH SUBDIVISION - PHASE 2 , AS RECORDED IN PLAT BOOK 26 , PAGES 67 THROUGH 69 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY , FLORIDA, SAID POINT ALSO LYING ON THE EASTERLY LINE OF RE-PLAT OF SPY GLASS AFFIDAVIT OF EXEMPTION SUBDIVISION , AS RECORDED IN PLAT BOOK 26 , PAGES 60 THROUGH 62 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA AND SAID POINT ALSO LYING ON THE WEST LINE OF AFORESAID TRACT 2 ; THENCE RUN S 00028 '29"W ALONG SAID EASTERLY LINE OF SAID RE-PLAT OF SPYGLASS AFFIDAVIT OF EXEMPTION SUBDIVISION AND THE WEST LINE OF SAID TRACT 2 , A DISTANCE OF 474 . 36 FEET TO THE SOUTHEAST CORNER OF SAID RE-PLAT OF SPYGLASS AFFIDAVIT OF EXEMPTION SUBDIVISION AND THE SOUTHWEST CORNER OF TRACT 2 , SECTION 5 , TOWNSHIP 32 SOUTH , RANGE 39 EAST; THENCE LEAVING SAID LINE , RUN S 89045' 05"E ALONG THE SOUTH LINE OF SAID TRACT 2 , A DISTANCE OF 1386 . 95 FEET TO A POINT LYING ON THE WESTERLY BORDER OF THE FIELDSTONE RANCH SUBDIVISION - PHASE 1 , AS RECORDED IN PLAT BOOK 24 , PAGES 55 THROUGH 60 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA , SAID POINT ALSO BEING A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTH , THE RADIUS OF WHICH BEARS N 00 ° 141520' E , A DISTANCE OF 675 . 00 FEET ; THENCE RUN ALONG A COMMON LINE WITH SAID THE FIELDSTONE RANCH SUBDIVISION - PHASE 1 AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04051 '3711 , AN ARC DISTANCE OF 57 . 26 FEET; THENCE RUN N 05006'28" E ON A RADIAL LINE , A DISTANCE OF 150 . 06 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF VENETTO WAY , A 50 FOOT WIDE PRIVt4TE RIGHT OF WAY , AS SHOWN ON SAID PLAT OF THE FIELDSTONE RANCH SUBDIVISION - PHASE- 1 , SAID POINT ALSO BEING A POINT OF CURVATURE OF A NON-TANGENT CURVE CONCAVE TO THE NORTH , THE RADIUS OF WHICH BEARS N 05006'28"E , A DISTANCE OF 525 . 00 FEET ; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE , THROUGH A CENTRAL ANGLE OF 07° 30' 17" , AN ARC DISTANCE OF 68 . 77 FEET TO A POINT; THENCE ON A RADIAL LINE RUN N 12 ° 36'46" E , A DISTANCE OF 50 . 00 FEET TO THE NORTH RIGHT OF WAY LINE OF SAID VENETTA WAY , SAID POINT ALSO BEING A POINT OF CURVATURE OF A NON-TANGENT CURVE CONCAVE TO THE NORTH , THE RADIUS OF WHICH BEARS ee MERIDIAN �C LAND SURVEYORS / I \ +717 Indian ..., suite Rol SKETCH OF LEGAL OESCR/PT/ON v.r. Beach, F1. aaaso Phone: 772 704-112+ 3 Nor A BOUNDARY SURVEY Fax: 7T2.7"-7 098 Email: Ib59050 b.Ileauth.net PAGE2of3 6.� N 12 °36'46"E , A DISTANCE OF 475 .00 FEET; THENCE RUN EASTERLY ALONG SAID NORTHERLY RIGHT OF WAY LINE THROUGH A CENTRAL ANGLE OF 07053'40" , AN ARC DISTANCE OF 65 .45 FEET; THENCE LEAVING SAID NORTHERLY RIGHT OF WAY LINE RUN N 04043'06" E ON A RADIAL LINE , A DISTANCE OF 150 . 00 FEET TO A POINT OF CURVATURE OF A NON-TANGENT CURVE CONCAVE TO THE NORTH , THE RADIUS OF WHICH BEARS N 04043'06"E , A DISTANCE OF 325 . 00 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE , THROUGH A CENTRAL ANGLE OF 26 " 14'591' , AN ARC DISTANCE OF 148 . 90 FEET TO A POINT OF CURVATURE OF A NON-TANGENT CURVE CONCAVE TO THE EAST, THE RADIUS OF WHICH BEARS N 66004128"W, A DISTANCE OF 741 . 58 FEET ; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 05014' 17", AN ARC DISTANCE OF 67. 80 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST, THE RADIUS OF WHICH BEARS S 71 ' 18145"E3 A DISTANCE OF 25. 00 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25022'2811, AN ARC DISTANCE OF 11 . 07 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE SOUTH , THE RADIUS OF WHICH BEARS N 45056' 17"W, A DISTANCE OF 206 .00 FEET; THENCE RUN NORTHERLY, WESTERLY AND SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH CENTRAL ANGLE OF 238"58'03" , AN ARC DISTANCE OF 659 . 18 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE WEST, THE RADIUS OF WHICH BEARS S 75005140"W, A DISTANCE OF 25 . 00 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38006'08" , AN ARC DISTANCE OF 16.63 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST , THE RADIUS OF WHICH BEARS N 66048112"W, A DISTANCE OF 391 . 58 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35"01 '56"1111 AN ARC DISTANCE OF 239 .42 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE TO THE NORTH , THE RADIUS OF WHICH BEARS N 31046116"W, A DISTANCE OF 75 . 00 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3200110811 9 AN ARC DISTANCE OF 41 . 91 FEET TO A POINT OF TANGENCY ; THENCE RUN N 89"45'08"W, A DISTANCE OF 333 . 60 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST , THE RADIUS OF WHICH BEARS N 00 ° 14'52"E , A DISTANCE OF 25 . 00 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90015'2411 2 AN ARC DISTANCE OF 39 . 38 FEET TO A POINT OF TANGENCY ; THENCE RUN N 00' 30' 16" E , A DISTANCE OF 44 . 27 FEET TO THE SOUTH LINE OF AFORESAID THE FIELDSTONE RANCH - PHASE 2 AND A POINT ON A NON-TANGENT CURVE , THE RADIUS OF WHICH BEARS N 04 '53'37"W, A DISTANCE OF 450 . 00 FEET ; THENCE LEAVING AFORESAID COMMON LINE WITH THE FIELDSTONE RANCH - PHASE 1 , RUN WESTERLY ALONG A COMMON LINE WITH SAID THE FIELDSTONE RANCH - PHASE 2 AND ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 05 ° 23'52 ", AN ARC DISTANCE OF 42 . 39 FEET TO A POINT OF TANGENCY ; THENCE RUN N 89° 29'44"W , A DISTANCE OF 157 . 67 FEET TO THE WEST RIGHT OF WAY LINE OF FIELDSTONE RANCH SQUARE , A 50 . 00 WIDE PRIVATE RIGHT OF WAY; THENCE RUN N 00' 30' 16" E ALONG SAID WEST RIGHT OF WAY LINE , A DISTANCE OF 55 . 36 FEET , THENCE LEAVING SAID WESTERLY RIGHT OF WAY LINE AND CONTINUING ALONG AFORESAID COMMON LINE OF THE FIELDSTONE RANCH - PHASE 2 , RUN N 89 '291440'W , A DISTANCE OF 149 . 59 FEET TO THE POINT OF BEGINNING . SAID PARCEL CONTAINING 15 . 84 ACRES MORE OR LESS . I SKETCH OF LEGAL DESCRIPTION NOT A BOUNDARY SURVEY THIS SURVEY 1S NOT. V,A4140 WITHOUT THE SIGMA TORE AND 9TH . . ZFRI .4L -RAISED SEAL OF THE FLORIDA , LIC �VE,YOIt AND MAPPER MERMAN AND SURVEYORSop 1717 Indian River 111bMI, State 201 / I \ VHo ll 32260 - Phone: :: 772772-72{-1212 �'( k Pax: 772-724-1626 email: Ib6222oballa:utb.nat CHARLES J/ , •tea 'rlI PAGE 3 of 3 --"Ic