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HomeMy WebLinkAboutSurvey© 2025 Microsoft Corporation © 2025 TomTom CP-1SET PIN AND CAP STAMPED "LANGAN ENGINEERING, LB8172".NORTHING:785975.14EASTING:961995.35ELEVATION:14.82CP-2SET MAG NAIL AND WASHER STAMPED "LANGAN ENGINEERING, LB8172".NORTHING:785799.30EASTING:962050.44ELEVATION:12.451.THE BEARINGS, FEATURES, LINEWORK, AND GRID COORDINATES SHOWN HEREON ARE REFERENCED TOTHE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM OF 1983(NAD83), 2011 ADJUSTMENT, AS ESTABLISHED FROM THE FLORIDA PERMANENT REFERENCE NETWORK.HORIZONTAL AND VERTICAL CONTROL WAS ESTABLISHED BY PERFORMING REAL TIME KINEMATIC (RTK)GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS OF A MINIMUM OF TWO SEPARATE THREE MINUTEOBSERVATIONS.2.BEARINGS SHOWN ON THIS SURVEY ARE REFERENCED TO THE WEST RIGHT-OF-WAY LINE OF STATE ROADNO. 5 LYING IN SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA HAVINGA BEARING OF N 16°46'40" E. ALL OTHER BEARINGS ARE RELATIVE TO SAID LINE.3.ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD88) AND WERE ESTABLISHED BY GPS OBSERVATIONS BASED ON CONTROL POINT-1 (CP-1).4.RELATIVE HORIZONTAL AND VERTICAL ACCURACIES OF THE FEATURES SHOWN ARE ESTIMATED TO BE 0.2'+/- BASED ON TOTAL STATION TRIGONOMETRIC METHODS AND/OR REAL TIME KINEMATIC GPS METHODS.5.ALL CONTROL MEASUREMENTS EXCEEDED CLOSURES OF COMMERCIAL/HIGH RISK LINEAR: 1 FOOT IN10,000 FEET.ALL THAT PIECE AND PARCEL OF LAND LYING IN THE SOUTH 1/2 OF THE SOUTHWEST 1/4OF THE NORTHEAST 1/4 OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALMBEACH COUNTY, FLORIDA, LYING EAST OF THE RIGHT-OF-WAY LINE OF OLD DIXIEHIGHWAY, WEST OF THE WEST RIGHT-OF-WAY LINE OF STATE ROAD NO. 5 (U.S. HIGHWAY1) AND NORTH OF THE NORTH RIGHT-OF-WAY LINE OF GULFSTREAM BOULEVARD, ANDFURTHER DESCRIBED AS FOLLOWS:COMMENCING AT THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF THEFLORIDA EAST COAST RAILWAY WITH THE EAST-WEST QUARTER (1/4) SECTION LINE OFSAID SECTION 4;THENCE ALONG SAID EAST-WEST QUARTER SECTION LINE, NORTH 89°14'48" EAST, ADISTANCE OF 30.33 FEET TO A POINT ON A LINE PARALLEL WITH 30 FEET EAST OF (ASMEASURED AT RIGHT ANGLES TO) SAID EASTERLY RIGHT-OF-WAY LINE OF THE THEFLORIDA EAST COAST RAILWAY;THENCE DEPARTING SAID EAST-WEST QUARTER SECTION LINE AND CONTINUING ALONGSAID PARALLEL LINE NORTH 07°46'10" EAST, A DISTANCE OF 57.82 FEET TO A POINT ONTHE EASTERLY RIGHT-OF-WAY LINE OF OLD DIXIE HIGHWAY AND THE POINT OFBEGINNING;THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF WAY LINE OF OLD DIXIEHIGHWAY NORTH 07°46'10" EAST, A DISTANCE OF 308.02 FEET TO A POINT;THENCE DEPARTING THE EASTERLY RIGHT-OF-WAY LINE OF OLD DIXIE HIGHWAY SOUTH82°13'50" EAST, A DISTANCE OF 60.00 FEET TO A POINT;THENCE NORTH 07°46'10" EAST, A DISTANCE OF 30.00 FEET TO A POINT;THENCE NORTH 82°13'50" WEST, A DISTANCE OF 60.00 FEET TO A POINT ON THEEASTERLY RIGHT-OF-WAY LINE OF OLD DIXIE HIGHWAY;THENCE ALONG THE EASTERLY RIGHT-OF-WAY LINE OF OLD DIXIE HIGHWAY NORTH07°46'10" EAST, A DISTANCE OF 299.59 FEET TO A POINT ON THE NORTH LINE OF THESOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 4;THENCE ALONG SAID NORTH LINE NORTH 89°13'02" EAST, A DISTANCE OF 683.83 FEET TOA POINT;THENCE DEPARTING SAID NORTH LINE SOUTH 16°46'40" WEST, A DISTANCE OF 19.00 FEETTO A POINT;THENCE NORTH 89°13'02" EAST, A DISTANCE OF 40.00 FEET TO A POINT ON THEWESTERLY RIGHT-OF-WAY LINE OF STATE ROAD NO. 5 (U.S. HIGHWAY 1);THENCE ALONG SAID WESTERLY RIGHT-OF-WAY LINE SOUTH 16°46'40" WEST, A DISTANCEOF 603.59 FEET TO A POINT OF CURVATURE ON THE NORTH RIGHT-OF-WAY LINE OFGULFSTREAM BOULEVARD;THENCE ALONG SAID NORTH RIGHT-OF-WAY LINE ALONG A CURVE TO THE RIGHT, HAVINGA RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 72°29'26", FOR AN ARC LENGTHOF 25.30 FEET, BEING SUBTENDED BY A CHORD BEARING SOUTH 53°01'23" WEST, ADISTANCE OF 23.65 FEET TO A POINT OF TANGENCY;THENCE CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE SOUTH 89°16'05" WEST, ADISTANCE OF 286.90 FEET TO A POINT OF CURVATURE;THENCE CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE ALONG A CURVE TO THELEFT, HAVING A RADIUS OF 1,950.08 FEET, THROUGH A CENTRAL ANGLE OF 05°59'15", FORAN ARC LENGTH OF 203.79 FEET, BEING SUBTENDED BY A CHORD BEARING SOUTH86°16'27" WEST, A DISTANCE OF 203.69 FEET TO A POINT OF NON-TANGENCY;THENCE CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE SOUTH 83°12'33" WEST, ADISTANCE OF 18.67 FEET TO A POINT;THENCE DEPARTING SAID NORTH RIGHT-OF-WAY LINE NORTH 06°47'27" WEST, ADISTANCE OF 40.00 FEET TO A POINT;THENCE SOUTH 83°12'33" WEST, A DISTANCE OF 40.00 FEET TO A POINT;THENCE SOUTH 06°47'27" EAST, A DISTANCE OF 40.00 FEET TO A POINT ON SIAD NORTHRIGHT-OFWAY LINE OF GULFSTREAM BOULEVARD;THENCE ALONG SAID NORTH RIGHT-OF-WAY LINE SOUTH 83°12'33" WEST, A DISTANCE OF63.40 FEET TO THE POINT OF BEGINNING.ENCOMPASSING AN AREA OF 407,531 SQUARE FEET OR 9.356 ACRES, MORE OR LESS.1.INITIAL SURVEY DATA ACQUISITION WAS PERFORMED BY LANGAN ENGINEERING ANDENVIRONMENTAL SERVICES WITH A LAST DAY OF ACQUISITION ON AUGUST 27, 2025.INITIAL SURVEY DATA COMPUTATIONS AND ANALYSIS WERE COMPLETED ONOCTOBER 9TH, 2025.2.ALL SYMBOLS USED TO DEPICT IMPROVEMENTS ARE NOT TO SCALE.3.MONUMENT OFFSET DIRECTIONS AND DISTANCES ARE COMPUTED IN CARDINALDIRECTIONS FROM THE BOUNDARY CORNERS TO THE FOUND MONUMENTATION,RELATIVE TO THE BEARING BASIS (I.E., N 0.2' = NORTH 0.2').4.ELEVATIONS ON "HARD" SURFACES ARE SHOWN TO THE NEAREST 0.01 (HUNDREDTH)OF A FOOT WHILE "SOFT" SURFACES ARE SHOWN TO THE NEAREST 0.1 (TENTH) OF AFOOT.5.THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1"=40' OR SMALLER, UNLESSOTHERWISE NOTED. LINEAR UNITS SHOWN ARE U.S. SURVEY FEET.6.TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY PER CHAPTER 5J-17 F.A.C.USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED,WITHOUT WRITTEN VERIFICATION, WILL BE AT THE USER'S SOLE RISK AND WITHOUTLIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANYRIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO.7.ALL ADJOINING RIGHTS-OF-WAY, SUBDIVISIONS AND INFORMATION ON ADJOININGPROPERTIES SHOWN HEREON ARE FROM INFORMATION SHOWN ON COUNTYPROPERTY APPRAISER'S WEBSITE. USERS OF THIS SURVEY ARE PLACED ON NOTICETHAT RELIANCE ON SUCH INFORMATION IS AT THEIR OWN PERIL, IN THIS REGARD.8.THIS SURVEY DOES NOT DETERMINE FENCE AND/OR WALL OWNERSHIP.9.NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY, AND/OROWNERSHIP WERE FURNISHED TO OR PURSUED BY THE UNDERSIGNED OTHER THANTHOSE SHOWN HEREON, A TITLE REPORT HAS NOT BEEN PROVIDED OR OBTAINED.UNRECORDED EASEMENTS OR RESTRICTIONS OF RECORD OTHER THAN THOSESHOWN HEREON MAY EXIST. THERE MAY BE EASEMENTS RECORDED IN THE PUBLICRECORDS NOT SHOWN UPON THIS SURVEY.10.BY SCALED DETERMINATION THE SUBJECT PROPERTY APPEARS TO LIE IN FLOODZONE “X” (OTHER AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCEFLOODPLAIN) PER FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER12099C0977G, MAP EFFECTIVE DATE DECEMBER 20, 2024. AN ACCURATE ZONEDETERMINATION SHOULD BE MADE BY THE PREPARER OF THE MAP, THE FEDERALEMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENT AGENCY HAVINGJURISDICTION OVER SUCH MATTERS PRIOR TO ANY JUDGMENTS BEING MADE FROMTHE ZONE AS NOTED.11.DRAINAGE AND SEWER PIPE SIZES AND CONNECTIONS BETWEEN STRUCTURES HAVEBEEN COMPILED FROM FIELD OBSERVATIONS WITH LIMITED VISIBILITY. THESECONNECTIONS ARE BELIEVED TO BE ACCURATE, HOWEVER CANNOT BE RELIEDUPON THEREFORE IS NOT CERTIFIED BY THIS SURVEY.12.INVERT ELEVATIONS MAY VARY WHEN PIPE OPENING IS RECESSED.13.THIS DOCUMENT SHOULD NOT BE RELIED UPON FOR EXCAVATION OR CRITICALDESIGN FUNCTIONS WITHOUT FIELD VERIFICATION OF UNDERGROUND UTILITYLOCATIONS. UTILITIES OTHER THAN THOSE SHOWN HEREON MAY EXIST.14.UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATEUNDERGROUND IMPROVEMENTS, UTILITIES, FOOTINGS, AND/OR FOUNDATIONSWHICH MAY OR MAY NOT VIOLATE DEED OR EASEMENT LINES.15.UNDERGROUND UTILITIES SHOWN HEREON WERE DESIGNATED BY GEORGE F.YOUNG, INC. ON OCTOBER 8, 2025, USING NON-DESTRUCTIVE METHODS AND AREBELIEVED TO BE ACCURATE, HOWEVER, THE LOCATION OF ALL UNDERGROUNDUTILITIES SHOULD BE VERIFIED PRIOR TO ANY SUBSURFACE EXCAVATION.16.THE TREES IDENTIFIED AND SHOWN ARE IN NO WAY TO BE CONSIDERED A TREESURVEY. TREE SYMBOLS REPRESENT THE LOCATION OF THE CENTER OF THE TRUNKAND DO NOT REPRESENT THE TRUE SIZE OF THE CANOPY. SIZE OF THE TRUNK (IFSPECIFIED) IS THE DIAMETER OF THE TRUNK, IN INCHES, AT BREAST HEIGHT.SPECIMEN NOMENCLATURE IS GENERALLY COMMON (OAK, PALM, PINE, ETC.) ANDCANNOT BE RELIED UPON AND THEREFORE IS NOT CERTIFIED BY THIS SURVEY.CONSULT WITH AN ARBORIST FOR FURTHER CLASSIFICATION.17.SPOT ELEVATIONS SHOWN ON THIS SURVEY ARE DERIVED FROM A DIGITAL TERRAINMODEL GENERATED FROM CONVENTIONAL GROUND SURVEY DATA COLLECTED ONAUGUST 27, 2025 WITH AN ESTIMATED PRECISION OF +/- 0.2 FEET.18.NO CONDITIONS WERE ENCOUNTERED THAT PREVENTED FLORIDA ADMINISTRATIVECODE, RULE 5J-17, FROM BEING MET.19.THE WORD "CERTIFY" OR "CERTIFICATION" AS SHOWN AND USED HEREON, MEANS ANEXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THE SURVEYAND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED.20.THERE ARE NO INHERENT GAPS, GORES OR HIATUS TO THE SURVEYED PROPERTY.21.THE STREET ADDRESS OF THE SUBJECT PROPERTY IS: 3625 FEDERAL HWY,BOYNTON BEACH, FL 33435.22.THE SUBJECT PROPERTY ABUTS AND HAS ACCESS TO PUBLICLY DEDICATEDRIGHT-OF-WAYS FOR STATE ROAD NO. 5, GULFSTREAM BOULEVARD, AND OLD DIXIEHIGHWAY.23.THERE WAS NO EVIDENCE OF ACTIVE CONSTRUCTION ACTIVITIES OBSERVEDDURING THE PROCESS OF CONDUCTING FIELD WORK.24.ENVIRONMENTAL AND/OR HAZARDOUS MATERIALS LOCATION, IF ANY, ARE NOTCOVERED UNDER THIS SURVEY. NO ENVIRONMENTAL ISSUES HAVE BEENADDRESSED BY THIS SURVEY.25.THIS SURVEY DOES NOT MAKE ANY REPRESENTATION AS TO ZONING ORDEVELOPMENT RESTRICTIONS ON LANDS ADJACENT TO THE SURVEYED LINES.(NOT SHOWN TO SCALE)PARCEL 1:A PARCEL OF LAND LYING IN PALM BEACH COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:COMMENCING AT THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY WITH THE EAST-WEST QUARTER SECTION LINE OF SECTION 4,TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA;THENCE EASTERLY ALONG SAID EAST-WEST QUARTER SECTION LINE, A DISTANCE OF 80.90 FEET; THENCE NORTHERLY, PARALLEL WITH THE SAID EASTERLY RIGHT-OF-WAY OF THE FLORIDAEAST COAST RAILWAY, A DISTANCE OF 62.67 FEET TO AN INTERSECTION, WITH THE NORTHERLY RIGHT-OF-WAY LINE OF GULFSTREAM BOULEVARD; THENCE EASTERLY ALONG SAIDNORTHERLY RIGHT-OF-WAY LINE A DISTANCE OF 70.55 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE SOUTH HAVING A RADIUS OF 1950.08 FEET AND A CENTRAL ANGLE OF 5° 59' 38";THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 204 FEET; THENCE CONTINUE EASTERLY, ALONG SAID RIGHT-OF-WAY LINE, TANGENT TO SAID CURVE, A DISTANCE OF 68.82FEET TO THE POINT OF BEGINNING OF THE PARCEL TO BE HEREIN DESCRIBED; THENCE CONTINUE EASTERLY, ALONG THE SAME COURSE, A DISTANCE OF 217.96 FEET TO THE POINT OF ACURVATURE OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 20 FEET AND A CENTRAL ANGLE OF 72° 27' 50"; THENCE EASTERLY AND NORTHERLY ALONG THE ARC OF SAIDCURVE, A DISTANCE OF 25.29 FEET TO A POINT IN THE WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1 (S.R. # 5); THENCE NORTHERLY ALONG SAID RIGHT-OF-WAY LINE TANGENT TOSAID CURVE, A DISTANCE OF 180.03 FEET; THENCE WESTERLY, MAKING AN ANGLE WITH THE PRECEDING COURSE OF 107° 33'34", MEASURED FROM NORTH TO WEST, A DISTANCE OF 263.45FEET; THENCE SOUTHERLY, MAKING AN ANGLE WITH THE PRECEDING COURSE OF 98° 33' 12" MEASURED FROM EAST TO SOUTH, A DISTANCE OF 187.60 FEET TO THE POINT OF BEGINNINGAFOREDESCRIBED.TOGETHER WITH:PARCEL 2:THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND SITUATE, LYING AND BEING IN THE CITY OF BOYNTON BEACH, COUNTY OF PALM BEACH AND STATE OF FLORIDA, MORE PARTICULARLYDESCRIBED AS FOLLOWS: LAND IN SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PART OFTHE SOUTH ½ OF THE SOUTHWEST 4 OF THE NORTHEAST ¼ OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA; LYING EAST OF THE EAST RIGHT-OF-WAYLINE OF OLD DIXIE HIGHWAY, AS NOW LAID OUT AND IN USE, WEST OF THE WEST RIGHT-OF-WAY LINE OF STATE ROAD 5 (U.S. NO. 1), AS DESCRIBED IN O.R. BOOK 160, PAGE 581 AND NORTH OFTHE RIGHT-OF-WAY OF GULFSTREAM BOULEVARD, AS DESCRIBED IN O.R. BOOK 944, PAGE 117, LESS THE FOLLOWING DESCRIBED TRACTS:TRACT A:COMMENCING AT THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY WITH THE EAST-WEST SECTION LINE OF SECTION 4, TOWNSHIP 46 SOUTH,RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA; THENCE NORTHERLY ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 370.00 FEET; THENCE EASTERLY AT RIGHT ANGLES WITHTHE SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE EASTERLY ALONG THE SAME COURSE, A DISTANCE OF 60.00 FEET,THENCE NORTHERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, A DISTANCE OF 30.00 FEET; THENCE WESTERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, A DISTANCEOF 60.00 FEET; THENCE SOUTHERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING.TRACT B:COMMENCING AT THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY WITH THE EAST-WEST SECTION LINE OF SECTION 4, TOWNSHIP 46 SOUTH,RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA; THENCE EASTERLY ALONG SAID EAST-WEST 4 SECTION LINE, A DISTANCE OF 80.90 FEET; THENCE NORTHERLY PARALLEL WITH THE SAIDEASTERLY RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY, A DISTANCE OF 62.67 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF GULFSTREAMBOULEVARD; THENCE EASTERLY ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 12.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE EASTERLY ALONG THE NORTHERLYRIGHT-OF-WAY LINE OF GULFSTREAM BOULEVARD, A DISTANCE OF 40.00 FEET; THENCE NORTHERLY AT RIGHT ANGLES, A DISTANCE OF 40.00 FEET; THENCE WESTERLY AT RIGHT ANGLES, ADISTANCE OF 40.00 FEET; THENCE SOUTHERLY AT RIGHT ANGLES, A DISTANCE OF 40.00 FEET TO THE POINT OF BEGINNING.TRACT C:COMMENCING AT THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY WITH THE EAST-WEST SECTION LINE OF SECTION 4, TOWNSHIP 46 SOUTH,RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA; THENCE EASTERLY ALONG SAID EAST-WEST 4 SECTION LINE, A DISTANCE OF 80.90 FEET; THENCE NORTHERLY PARALLEL WITH THE SAIDEASTERLY RIGHT-OF-WAY OF THE FLORIDA EAST COAST RAILWAY, A DISTANCE OF 62.67 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF GULFSTREAM BOULEVARD;THENCE EASTERLY ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 70.55 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTH HAVING A RADIUS OF 1950.08FEET AND A CENTRAL ANGLE OF 5° 59' 38"; THENCE EASTERLY ALONG THE ARE OF SAID CURVE, A DISTANCE OF 204 FEET; THENCE CONTINUE EASTERLY ALONG SAID RIGHT-OF-WAY LINE,TANGENT TO SAID CURVE, A DISTANCE OF 68.82 FEET TO THE POINT OF BEGINNING OF THE PARCEL TO BE HEREIN DESCRIBED; THENCE CONTINUE EASTERLY ALONG THE SAME COURSE, ADISTANCE OF 217.96 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 20 FEET AND A CENTRAL ANGLE OF 72° 27' 50"; THENCE EASTERLYAND NORTHERLY ALONG THE ARE OF SAID CURVE, A DISTANCE OF 25.29 FEET TO A POINT IN THE WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1 (S.R. NO. 5); THENCE NORTHERLYALONG SAID RIGHT-OF-WAY LINE TANGENT TO SAID CURVE, A DISTANCE OF 180.03 FEET; THENCE WESTERLY MAKING AN ANGLE WITH THE PRECEDING COURSES OF 107° 33' 34", MEASUREDFROM NORTH TO WEST, A DISTANCE OF 263.45 FEET; THENCE SOUTHERLY MAKING AN ANGLE WITH THE PRECEDING COURSE OF 98° 33' 12" MEASURED FROM EAST TO SOUTH, A DISTANCE OF187.60 FEET TO THE POINT OF BEGINNING AFOREDESCRIBED.TRACT D:THAT PORTION OF THE SOUTH ½ OF THE SOUTHWEST OF THE NORTHEAST OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, LYING WEST OF THEWESTERLY RIGHT-OF-WAY LINE OF STATE ROAD NO. 5 (U.S. HIGHWAY NO. 1) AS DESCRIBED IN O.R. BOOK 160, PAGE 581, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, LYING EAST OF ALINE PARALLEL TO SAID RIGHT-OF-WAY LINE AND 40 FEET WEST THEREOF AND LYING NORTH OF A LINE 19 FEET SOUTH OF AND PARALLEL TO THE NORTH BOUNDARY OF SAID SOUTH ½ OF THESOUTHWEST ¼ OF THE NORTHEAST ¼ OF SAID SECTION 4.(O.R.B. 23995, PG. 1200)Date: 2/12/2026 Time: 07:51 User: mlondono Style Table: Langan.stb Layout: Layout1Document Code:342044901-0403-VL101-0101I HEREBY CERTIFY THAT THE SURVEY MAP SHOWN HEREON IS TRUE ANDCORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. ALSO, THISSURVEY MAP COMPLIES WITH THE STANDARDS OF PRACTICE, AS SETFORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS INRULE 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER472.027, FLORIDA STATUTES.GARY M. McDANIELPROFESSIONAL SURVEYOR AND MAPPERLICENSE NUMBER LS7254LANGAN ENGINEERING AND ENVIRONMENTAL SERVICES, LLCLICENSED BUSINESS NUMBER LB8172, STATE OF FLORIDA.THE FEATURES SHOWN ON THIS SURVEY ARE VALID AS TO THE DATE OFTHE LAST DATE OF FIELD WORK, NOT TO THE SIGNATURE DATE OF THISCERTIFICATION.THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY THE ABOVENAMED PROFESSIONAL SURVEYOR AND MAPPER USING A CRYPTOAPIPRIVATE KEY IGC DIGITAL CERTIFICATE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED. THE AUTHENTICATION CODE MUST BE VERIFIED ON ALLELECTRONIC COPIES.PROPERTY INFORMATION REPORT ISSUED BY STEWART TITLE GUARANTY COMPANYPREPARED DATE: 10/27/20251.AFFIDAVIT RECORDED 11/27/2000 IN OFFICIAL RECORDS BOOK 12154, PAGE 1939, OF THEPUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.2.RESTRICTIVE COVENANT AND RIGHT OF FIRST REFUSAL RECORDED 08/01/2008 IN OFFICIALRECORDS BOOK 22788, PAGE 1102, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.3.WAIVER OF RIGHT OF FIRST REFUSAL RECORDED 03/23/2009 IN OFFICIAL RECORDS BOOK23137, PAGE 459, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.4.NOTICE OF ENVIRONMENTAL RESOURCE OR SURFACE WATER MANAGEMENT PERMITRECORDED 11/29/2010 IN OFFICIAL RECORDS BOOK 24219, PAGE 161, OF THE PUBLIC RECORDS OFPALM BEACH COUNTY, FLORIDA.5.PUBLIC TRANSIT BUS SHELTER EASEMENT RECORDED 12/09/2010 IN OFFICIAL RECORDSBOOK 24249, PAGE 1128, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.6.DECLARATION OF UNITY OF TITLE RECORDED 12/09/2010 IN OFFICIAL RECORDS BOOK 24249,PAGE 1139, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.7.TEMPORARY CONSTRUCTION ACCESS EASEMENT RECORDED 12/09/2010 IN OFFICIALRECORDS BOOK 24249, PAGE 1144, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.8.EASEMENT RECORDED 12/09/2010 IN OFFICIAL RECORDS BOOK 24249, PAGE 1150, OF THEPUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.9.EASEMENT AGREEMENT RECORDED 12/28/2010 IN OFFICIAL RECORDS BOOK 24281, PAGE1298, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.10.TEMPORARY CONSTRUCTION EASEMENT RECORDED 12/28/2010 IN OFFICIAL RECORDSBOOK 24281, PAGE 1308, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.11.EASEMENT RECORDED 10/13/2011IN OFFICIAL RECORDS BOOK 24793, PAGE 1703, OF THEPUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.12.ORDER IMPOSING LIEN RECORDED 06/19/2015 IN OFFICIAL RECORDS BOOK 27616, PAGE 293,OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.13.ORDER IMPOSING PENALTIES / LIEN RECORDED 07/19/2016IN OFFICIAL RECORDS BOOK28445, PAGE 1931, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.14.NOTICE OF COMMENCEMENT RECORDED ON 06/11/2025 IN OFFICIAL RECORDS BOOK 35802,PAGE 245, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.©Langan2025 www.langan.com 13485 Veterans Way, Suite 120 Orlando, FL 32827 T: 407.974.2900 F: 407.974.2901 FBPE Registry No. 00006601/LB8172/LB8198This item has been digitally signed and sealed by GARY M.MCDANIEL., PSM on the DATE shown in the digital signature.Printed copies of this document are not considered signed andsealed and the Digital Signature must be verified on anyelectronic copies.