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Home My WebLink AboutGOE - 459 Lombard Street Prepared under the direction of, Record and return to: Grady H. Williams,Jr.,Esq. do Clay County Utility Authority 3176 Old Jennings Road Middleburg, Florida 32068-3907 GRANT OF EASEMENT (Individual) Parcel No.: 06-04-26-010691-021-00 Project Name: 459 Lombard Street THIS INDENTURE, made this 4h day of March , A.D. 2023, between CONSOLACION OBERO, a married woman dealing with her non-homestead property, whose mailing address is 3928 Edidin Drive, Jacksonville, Florida, 32277, hereinafter called GRANTOR, and CLAY COUNTY UTILITY AUTHORITY,an independent special district and political subdivision of the State of Florida, existing and created under Chapter 94-491, Laws of Florida, Special Acts of 1994, whose business address is 3176 Old Jennings Road, Middleburg, Florida 32068-3907, hereinafter called GRANTEE. WITNESSETH: That GRANTOR, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration to them in hand paid by GRANTEE, the receipt whereof is ° hereby acknowledged, have granted, bargained, sold and conveyed to the GRANTEE, its successors and assigns forever a non-exclusive right-of-way and easement with the right, privilege and authority to said GRANTEE,its successors and assigns,to construct, remove, operate, lay,maintain, improve and/or repair associated equipment for existing and future water, wastewater, and/or reclaimed water utilities, any or all,on,along, over,through,across or under the following described land, situate in Clay County,Florida, to-wit: See Exhibit "A" attached hereto and by reference made a part hereof. TOGETHER, with the right of said GRANTEE, its successors and assigns, of ingress and egress, to and over said above-described premises, and for doing anything necessary or useful or convenient or removing at any time any and all of said improvements upon, over, under or in said lands, together also with the right and easements, privileges and appurtenances in and to said land which may be required for the enjoyment of the rights herein granted. GRANTOR does hereby fully warrant the title to the Grant of Easement described herein and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF,the said GRANTOR has hereto set hand and seal the day and year first above written. [Signatures Begin Next Page] X lScrcicc Availability\Fascmcnts&Real Estate\Grant of Easement\Obem 010691-021-00 docx Signed and sealed in our presence: GRANTOR: Witness: By: (Seal) Print Name: Cron Conso ion Obero wig , Witness: c ,ej,mQ1` ) Print Name: Summer P. :erndt STATE OF FLORIDA COUNTY OF ual The foregoing instrument was acknowledged before me by means of ❑x physical presence or ❑ online notarization this day of Re d6A , 2023, by CONSOLACION OBERO, who is personally known to me or has produced cl01-04 Dore•f5 LJC@MSQ. , as identification. &menvaLP Nig k Notary Public State of Florida Print Name: Summer P.Berndt Summer P E Berndt NotaryPublic in and for the %MMy Commission GG 850678• IT Expires0l/26/2024 County and State Aforesaid ,) My Commission Expires: 01/�b�'�7 to Accepted on behalf of the Clay County Utility Authority \'111. By: •-rem P. Jo i ton, P.:., M.B.A. xecyive i' - X\Servtcc Avmlabilitv\Easements&Real Estate\Gmnl of Easement\Obeto 010691-021-00 docx MAP SHOWING A PORTION OF LOT 10, BLOCK 2, MEADOWBROOK OAK UNIT TWO AS RECORDED IN PLAT BOOK 16, PAGES 28 THROUGH 30, INCLUSIVE OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWESTERLY CORNER OF SAID LOT 10, SAID POINT LYING ON THE: EASTERLY RIGHT OF WAY LINE OF LOMBARD STREET (A 50 FOOT RIGHT OF WAY, AS NOW ESTABLISHED); THENCE NORTH 00'57'35" WEST, ALONG SAID WESTERLY RIGHT OF WAY LINE OF LOMBARD STREET, 101.62 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING NORTHEASTERLY; THENCE NORTHEASTERLY, CONTINUING ALONG LAST SAID LINE AND ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 30.00 FEET, AN ARC DISTANCE OF 47.50 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 44'24'15" EAST, 42.70 FEET TO THE POINT OF TANGENCY OF SAID CURVE AND THE SOUTHERLY RIGHT OF WAY LINE OF SAID LOMBARD STREET; THENCE NORTH 89'46'05" EAST, ALONG LAST SAID LINE, 82.03 FEET TO THE EASTERLY LINE OF SAID LOT 10; THENCE SOUTH 00'57'35" EAST, ALONG LAST SAID LINE, 10.00 FEET; THENCE SOUTH 89'46'05" WEST, 82.15 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 20.00 FEET, AN ARC DISTANCE OF 31.67 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 44'24'15" WEST, 28.46 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 00'57'35" EAST, 101.74 FEET TO THE SOUTHERLY LINE OF SAID LOT 10; THENCE SOUTH 89'46'05" WEST, ALONG LAST SAID LINE, 10.00 FEET TO THE POINT OF BEGINNING. CONTAINING 2.234 SQUARE'FEET, MORE OR LESS. LOMBARD STREET (50' R/W) R=30.00' ~a N89'46'05'E 82.03' S'LY R/W LINE- - 50' L=90'4343. 1 p40)PT w �� S00'57 35 E N44'2415� a 589'46'05"W .82.15' 10.00 CH=42.70 R=20.00' L=31.67' E'LY R/W LINEatP90'43'40" I INT 10' S4424'15eW I I CH=28.46' lai W NIl:' PID: 06-04-26- GRAPHIC SCALE -' .2 010691-021-00 0 20 40 O 10 10 �r O W 03 ) M (IN FEET) M n MEADOWBROOK 1" = 40' O oii c CEDAR BEND J z to OAK UNIT TWO I P.B. 17, PGS. 7-12 Point of P.B. 1 BLOCK 228-30 I BLOCK 2 Beginning SWLY CORNER I OF LOT 9 \ S89.46'05-W 9 I 10.00' GENERAL NOTES 1. BEARINGS SHOWN HEREON ARE BASED ON W'LY R/W LINE OF LOMBARD LEGEND STREET, AS SO0'57'35"E PER STATE PLANE COORDINATE SYSTEM, FLORIDA R/W = RIGHT OF WAY EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. O.R.B. = OFFICIAL RECORDS BOOK 2. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. P.B. = PLAT BOOK PID = PARCEL IDENTIFICATION 3. THIS MAP WAS MADE WITHOUT THE BENEFIT OF A TITLE COMMITMENT. PC = POINT OF CURVATURE PT = POINT OF TANGENCY 4. THIS DRAWING MAY HAVE BEEN ENLARGED\OR REDUCED„FROM_THE ORIGINAL. UTILIZE THE GRAPHIC SCALE.AS;SH0101.� _,_-�_V'`' '' -- - AF. i� ---•;_` THIS MAP OR SURVEY$I+IEETS THE STANDARD'S._OF PRACTICE SET FORTH BY JOB NO. 2023-192 THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER 5;1-17, FLORIDA,At MIMSTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA-STATUTES.•UNLESS OTHERWISE SHOWN AND STATED HEREON. MJC r _ ( 'a.I')TassociatesDRAFTER THIS DRAWING„SKETCH, PLAT-OR;r1APiS NOTVALD-UNLESS IT BEARS THE SIGNATURE-AND%SEAL OF tF1'ORIDA,'LICENSED 5x1R�(YOR AND MAPPER• (CHAPTER 5J17>F'LORIDA i DATIVECO )' DATE 3-27-23 PROFESSIONAL SURVEYORS&MAPPERS _-. �/ LB NO. 3731 3830 CROWN POINT ROAD • ^' "/ ^ JACKSONVILLE, FLORIDA 32257 (904) 260-2703 CHECKED BY: MICHAE J. COILIGAN,6• .M. CERT. NO. 6788 WWW.CLARYASSOC.COM MAP SHOWING A PORTION OF LOT 10, BLOCK 2, MEADOWBROOK OAK UNIT TWO AS RECORDED IN PLAT BOOK 16, PAGES 28 THROUGH 30, INCLUSIVE OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWESTERLY CORNER OF SAID LOT 10, SAID POINT LYING ON THE EASTERLY RIGHT OF WAY LINE OF LOMBARD STREET (A 50 FOOT RIGHT OF WAY, AS NOW ESTABLISHED); THENCE NORTH 00'57'35" WEST, ALONG SAID WESTERLY RIGHT OF WAY LINE OF LOMBARD STREET, 101.62 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING NORTHEASTERLY; THENCE NORTHEASTERLY, CONTINUING ALONG LAST SAID LINE AND ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 30.00 FEET, AN ARC DISTANCE OF 47.50 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 44'24'15" EAST, 42.70 FEET TO THE POINT OF TANGENCY OF SAID CURVE AND THE SOUTHERLY RIGHT OF WAY LINE OF SAID LOMBARD STREET; 'THENCE NORTH 89'46'05" EAST, ALONG LAST SAID LINE, 82.03 FEET TO THE EASTERLY LINE OF SAID LOT 10; THENCE SOUTH 00'57'35" EAST, ALONG LAST SAID LINE, 10.00 FEET; THENCE SOUTH 89'46'05" WEST, 82.15 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 20.00 FEET, AN ARC DISTANCE OF 31.67 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 44'24'15" WEST, 28.46 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 00'57'35" EAST, 101.74 FEET TO THE SOUTHERLY LINE OF SAID LOT 10; THENCE SOUTH 89'46'05" WEST, ALONG LAST SAID LINE, 10.00 FEET TO THE POINT OF BEGINNING. CONTAINING 2.234 SQUARE FEET, MORE OR LESS. LOMBARD STREET (50' R/W) R=30.00' a N89'46105"E 82.03'. ,_‘\=. S'LY RON UNE �90'43 40 S00'S7 35 E N44'2415E 4c -1‘‘‘.II-(' S89'46105"W 82.15' 10.00 CH=42.70" R=20.00' I PC PT L=31.67' E'LY R/W LINE a90'43'40" I N0' S44'24'15"W I CH=28.46' W Nlq* PID: 06-04-26- GRAPHIC SCALE x 010691-021-00 I 0 20 40 N Ca fX 10 :O W O 3 W Q in M M (IN FEET) M . i� 1" = 40' 0 to li 1 MEADOWBROOK _1oo OAK UNIT TWO CEDAR BEND P.B. 17, PGS. 7-12 Point of Z N P B 1 BLOCK 228-30 I BLOCK 2 Beginning SWLY CORNER OF LOT 9 LS89'46'05"W 9 I 10.00' GENERAL NOTES 1. BEARINGS SHOWN HEREON ARE BASED ON WLY R/W LINE OF LOMBARD LEGEND STREET, AS SO0'57'35"E PER STATE PLANE COORDINATE SYSTEM, FLORIDA R/W = RIGHT OF WAY EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. O.R.B. = OFFICIAL RECORDS BOOK 2. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. P.B. = PLAT BOOK PID•= PARCEL IDENTIFICATION 3. THIS MAP WAS MADE WITHOUT THE BENEFIT OF A TITLE COMMITMENT. PC = POINT OF CURVATURE PT = POINT OF TANGENCY 4. THIS DRAWING MAY HAVE BEEN ENLARGED ORa;REDUGED-FROM,THE ORIGINAL. UTILIZE THE GRAPHIC SCALE AS;SHOWN L =Cr i '"�,,fi5 THIS MAP'.0R.SUPVE?i-MEETS THE STANDARDS OF PRACTICE SET FORTH BY JOB NO. 2023-192 THE FLORID?-DEPARTMENT OF AGRICULTURE;AND:CONSUMER SERVICES, IN CHAPTER 51-17,-FLORiDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FGORIDARSTATUTES, UM,:-ES 0�'HERW('SE,SHOWN AND STATED HEREON. cw'"ram,_- c3 .wa ,., - MJC �;� - p- tip . _ �. .- DRAFTER THIS DRAVYING;vSKETCH, PLAT OR MAP IS�NOTEVA`1011NLESS IT BEARS THE Cl SIGNATURE AND,S_EAL,OF !•&-EL.ORIDA!U ENSED''SURVpYOR:AND MAPPER Q� (CHAPTER 5:1-'17._FLORIDA-ADMIHI'.TRATIVE rpODE). &AssOClates DATE 3-27-23 = r3'.. r w,i;,. ,, 'ice - n'-� ��--''--= PROFESSIONAL SURVEYORS&MAPPERS dC f.. a2?` 36300CROVVN POINT ROAD t7 t 3a , (904) 260-2703 CHECKED BY: MIC AEL J.'7 G`0- r ` °':S.M. CERT. NO. 6788 WWW.CLARYASSOC.COM