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Home My WebLink AboutSURVEY BOUNDARYR�i<o yM1 PARCEL? 6=16'10 59 v R=1000.00 T=142.17' L=282.45' CH=281.51' } CB=N10'18'19iE' i I PARCEL 3 MET Ai 'LUCIEPORT 1989' VPRIMARY AIRPORT �\ Oy, CONTROL STATION �. Gcl,- �O Q �e. "LUCIEPORT AZ MK 1989' SECONDARY AIRPORT �2 CONTROL STATION , pOa P.O.B. \ \9\ PARCEL 1 ` \ \ 93.A0' S45'08'02"W GRAPHIC SCALE' y°. \� I inch = 200 fL PARCEL 1 -%tidy 644,339 SO. FT. ^� . 14.79 ACRES LINE TABLE LENGTH e. ✓. UNE BEARING L7 61.00 S02'08'31'W L2 100.00 N457T31'E — — = CENTERLINE ---- = EDGE OF PAVEMENT = PARCEL BOUNDARY T/W = TAXIWAY P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCE SQ. FT. = SQUARE FEET = CENTERLINE lM mYlf mef O bpY LsrmblFn eq YsfM of tlr ryryorl OauSSC I.mm .w maJe wNs my µwrtM mO mef M6 aptl. vxeeven my e.fcn m:ar. me mnni�m e.m,te .rmmrd ®r wmor me P1aiA 8eva a aeaacr.r tme x..ova namrr ercn-x narmAameeuna tta. Pm�f m s..xm .rzm>, nanen seamen A.e mn fw Ge.mv n . w. me.«cvrua .yn,meaea. m..mr ro m. e..e oe ay.nan.ev.ea e.ve sm}cf ee aaru ea maewa xa.a ee.m CC MYfhlt:PSY Nq 51)➢. DAM anley-Ham nd AssoclaK Ix DAM IIA7/05 SKETCH OF PARCEL 1 b xmvm .c ST. LUCIE COUNTY INTERNATIONAL AIRPORT rm xN� r7crxa 014721a17 ST. LUCIE COUNTY, FLORIDA ov+ uex u aesa uu seer xuxm IOF2 I SCANNED BY St. Lucie County 9- C4 LEGAL DESCRIPTION 1L ALL THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND SITUATE, LYING AND BEING IN SECTION 29, O TOWNSHIP 34 SOUTH, RANGE 40 EAST OF THE TALLAHASSEE BASE MERIDIAN, ST. LUCIE COUNTY, FLORIDA. THE BEARINGSCONTAINED 1N THIS LEGAL DESCRIPTION ARE BASED UPON STATE PLANE GRID NORTH. THE DISTANCES .REFER TO GROUND DISTANCES. SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO WIT, SURVEYOR'S NOTES COMMENCING FOR REFERENCE AT THE NATIONAL GEODETIC SURVEY PRIMARY AIRPORT CONTROL STATION p0a K STAMPED "LUCIEPORT 19B9"; .- < THENCE, BEARING SOUTH 45'O8O2" WEST, A. DISTANCE OF 746.05 FEET TO A POINT ON THE CENTERUNE OF 1. HORIZONTAL DATUM: THIS LEGAL DESCRIPTION AND SKETCH HAS BEEN REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM -EAST w J < 0 TAXIWAY CHARLIE; ZONE. THAT SYSTEM IS BASED UPON THE TRANSVERSE MERCATOR , THENCE, BEARING SOUTH 44;51'58" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 2408.39- FEET TO A PROJECTION OF THE GEODETIC REFERENCE SYSTEM (GRS) SPHEROID OF , 1980ADJUSTED TO THE NORTH. AMERICAN. DATUM OF 1963/1990. THE a C 0. O. < POINT; EXISTING CONTROL UTILIZED TO ESTABLISH SAID REFERENCE ARE A PRIMARY z w THENCE, LEAVING SAID. CENTERLINE,, BEARING SOUTH 45'08'02" WEST, A DISTANCE OF 93.00 FEET TO A AIRPORT CONTROL STATION. AND A SECONDARY AIRPORT CONTROL STATION, THEY ARE A STAINLESS STEEL ROD IN A SLEEVE STAMPED "LUCIEPORT., U z H- - POINT THAT IS 93 FEET FROM, AS MEASURED AT RIGHT ANGLES T0, THE CENTERLINE OF TAXIWAY CHARLIE. AND THE POINT AND PLACE OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; 1989" AND "LUCIEPORT A2MK 1989". THE PUBLISHED COORDINATE VALUES a-p. 0U OF SAID MONUMENTS ARE NORTHING. 1149614.1870, EASTING 860928,8392 THENCE, BEARING SOUTH 44'51'58" EAST, ALONG A LINE THAT IS 93 FEET SOUTHWESTERLY OF AND AND NORTHING 114726L7737, EASTING 863206.3543, RESPECTIVELY. W =O Lww PARALLEL WITH SAID CENTERLINE OF TAXIWAY CHARLIE, A DISTANCE OF 1.005.40 FEET TO A POINT THAT IS . 2 THE BEARING BASE FOR THIS SURVEY, AS OUTLINED ABOVE,: IS STATE PLANE OR THISABOVE,IS STATE T989" �U D 81 FEET FROM, AS MEASURED AT RIGHT ANGLES TO, THE CENTERLINE OF TAXILANE CHARLIE 1; GRID NORTH. MORE CIFICA " NORTH.SPECIFICALLY, THE LINE BETWEEN 'LUC w AND AZ MK SAID LINE HAVING A GRID BEARING OF NORTH 00 rn THENCE, BEARING SOUTH 45'04'26" WEST, ALONG A LINE- THAT IS 81 FEET NORTHWESTERLY OF AND FOURTY-FOUR .DEGREES FOUR MINUTES TWENTY-FOUR SECONDS WEST PARALLEL WITH SAID CENTERLINE OF TAXILANE CHARLIE 1, A DISTANCE OF 443:21 FEET TO A POINT; (N44'04'24"W)AND A GRID DISTANCE OF THREE THOUSAND TWO HUNDRED SEVENTY-FOUR AND TWENTY-EIGHT HUNDREDTHS FEET (3274.28'). F to THENCE, BEARING NORTH 87'51'29' WEST, ALONG A LINE THAT IS 81 FEET NORTHERLY OF AND PARALLEL WITH SAID CENTERLINE OF TAXILANE CHARLIE.1, A DISTANCE OF 267.96 FEET TO A POINT; 3. ALL DISTANCES SHOWN HERON ARE HORIZONTAL GROUND DISTANCES. AND THENCE, BEARING SOUTH 02'08'31" WEST. A DISTANCE . OF 61,00 FEET TO A POINT; ARE REFERENCED. TO U.S. 'STANDARD MEASURE (U.S. SURVEY FOOT). k ffi C 2 4. THIS SURVEY IS INTENDED ` THENCE, BEARING NORTH 87'51'29" WEST, A DISTANCE OF 380.54 FEET TO A POINT; NOT TO L06ATE ANY UNDERGROUND FOUNDATIONS. UNDERGROUND ENCROACHMENTS, OR UNDERGROUND THENCE, BEARING NORTH 00'22'31" EAST, A'DISTANCE OF 586.00 FEET TO A POINT; UTILITIES, EXCEPT AS OTHERWISE NOTED HERON. 5. THE SCALE �� e 0 1E THENCE, BEARING NORTH 45'17'31" EAST, A DISTANCE. OF 100.00 FEET TO A. POINT; OF THIS DRAWING MAY HAVE BEEN DISTORTED DURING THE REPRODUCTION PROCESS.d�y SAID POINT BEING THE BEGINNING OF A NON TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OFg.$ 1,000.00 FEET, A CENTRAL ANGLE OF 16'10'59', A CHORD LENGTH OF 281.51 FEET BEARING NORTH 10'18'19" EAST; p THENCE, NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 282AZ FEET TO A POINT;. d THENCE, BEARING NORTH 45'08'02" EAST, A DISTANCE OF 152.84 FEET TO THE POINT OF BEGINNING. I�Ijig THE ABOVE DESCRIBED PREMISESCONTAINS AN AREA OF 644,339 SQUARE FEET OR 14.79 ACRES, MORE OR E LESS. SUBJECT TO ALL EASEMENTS, CONDITIONS AND RESTRICTIONS AS' CONTAINED WI THIN THE CHAIN OF TITLE.