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Home My WebLink AboutBoundary Surveyi _ 69 59 FND 5/8" 0 IB NO ID 0.04' N FND 5/8" 0 IB NO 10 0.07 S AC ACRE CHO A/C AIR CONDITIONER CONC ALUM ALUMINUM CBS ANC ANCHOR CM APPROX APPROXIMATE CNR AVE AVENUE OPP BRG BEARING CDR BLK BLOCK COV BLVD BOULEVARD CMP BLDG BUILDING CVG BM BENCHMARK D CATV CABLE TELEVISION BOX D/F C CALCULATED DE CB CATCH BASIN 0 CENTRAL ANGLE ESMT CIf CHAINLINK FENCE EOC 1. PROPERTY ADDRESS: 2. CERTIFIED TO: — IKEIPER Y TRASH RECEP \P . LOT 344 CHORD. EDP EDGE OF PAVEMENT CONCRETE EOW EDGE OF WATER GONG. BLOCK STRUCTURE EM ELECTRIC METER CONCRETE MONUMENT ES ELECTRIC SERVICE COULD NOT READ ELEV ELEVATION CONCRETE POWER POLE ENCL ENCLOSURE CORNER X 17.00 EXISTING ELEVATION COVERED FT FEET CORRUGATED METAL PIPE F FIELD MEASUREMENT CONCRETE VALLEY GUTTER FNC FENCE DEED FFE FINISHED FLOOR ELEVATION DRNNRELD FH FIRE HYDRANT DRAINAGE EASEMENT FPL FLORIDA POWER & LIGHT DRAINAGE FLOW FND FOUND EASEMENT GOVT GOVERNMENT EDGE OF CONCRETE HSE HOUSE 345 NETTLES BOULEVARD CONCRETE CNN .SLAB LGT' 345 ,� q 2 b„s � 00. '\ . E LOT 320 SET IB J LOT 346 CokCR SE T MAG Qom, N R 64 �2 LOT 318 LOT 319'1F I LOCATION MAP VJ tun J IL E1Y C7 � V QLU Q. LU J c GRAPHIC SCALE 10 0 5 10 ( IN FEET ) 1 inch = 10 It. -'�--� LEGAL DESCRIPTION T 345N, SECTION II, OUTDOOR RESORTS OF r ERICA AT NETTLES ISLAND, AS RECORDED - -- COPY IN PLAT BOOK 16, PAGES 1, 1A THROUGH 1J, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. I & E INGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB P PLAT PRO PRORATED S/0 SUBDIVISION INV INVERT N & W NAIL & WASHER PB PLATBOOK R RADIUS T TANGENT IJ1 f IB IRON BAR NOVO NATIONAL GEODETIC VERTICAL DATUM PCC POINT OF COMPOUND CURVATURE RAD RADIAL TCE TEMPORARY CONSTRIRTIOB 0%ENT.., - IP IRON PIPE NO ID NO IDENTIFICATION PC POINT OF CURVATURE RRS RAILROAD SPIKE TOB TOP OF BANK TV'. %JJ -" IB & C IRON BAR & CAP NIS NOT TO SCALE PI POINT OF INTERSECTION RNG RANGE TOE TOE OF SLOPE � ® IP & C IRON PIPE & CAP NAD NORTH AMERICAN DATUM POB POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR TWP TOWNSHIP L ARC LENGTH ORB OFFICIAL RECORD BOOK POC POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TRANS TRANSFORMER LE LANDSCAPE EASEMENT O/S OFFSET POE POINT OF ENCROACHMENT R/W RIGHT OF WAY TYP TYPICAL O LB UCENSED BUSINESS NUMBER OH OVERHANG PRC POINT OF REVERSE CURVATURE SS SANITARY SEWER LICE URUTY & DRAINAGE EASI�1 T f»? T LP UGHT POLE OHW OVERHEAD WIRE PT POINT OF TANGENCY SECT SECTION UE UTILITY EASEMENT M & W MAG NAIL & WASHER PG PACE PP POWER. POLE SET I.B. SET 5/8 IRON BAR & CAP /4049 U/G UNDERGROUND MAG MAG NAIL PK PARKER-KALON NAIL PUE PRIVATE UTILITY EASEMENT SET MAG SET MAG NAIL & WASHER #4049 WF WOOD FENCE ME MAINTENANCE EASEMENT PK & IT PARKER-KALCN NAIL & TIN TAB PLS PROFESSIONAL LAND SURVEYPR S/r SEPTIC TANK WM WATER METER MH MANHOLE PK & W PARKER-KALON NAIL & WASHER P PROPERTY LINE S/W SIDEWALK WV WATER VALVE MHWL MEAN HIGH WATER LINE PVMT PAVEMENT PROP PROPOSED SBT SOUTHERN BELL TELEPHONE BOX WPP WOOD POWER POLE MF METAL FENCE PRM PERMANENT RI:ERENCE MONUMENT • 17.00 PROPOSED ELEVATION S/F SQUARE FEET 0 DIAMETER NOT VALID WITHOUT THE SIGNATURE AND THE NOTES: Date of field survey. 1111412014 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 1. Survey of description as furnished by Client. SURVEYOR AND MAPPER. 2. Lands shown hereon were not abstracted for easements and/or STEPHEN J. BROWN, IN i,. STEPHEN J. BROWN, PROF REGISTRATION NO. alt�VEYO'AND MAPF EER qE OF REVISIONS BY 1 I --2. ss I 7-1 Z cll 15 I CD Co V' ' m In Nr� m N EL t- LLJ �D E-I z 4 z a O w z � z 0 Ill LL- �D v Q . 00 LLJ W Q W W o a z A LLJ � vJ Kn KA ra W A > 9 z o 0 w y0Ny W W E-^ ,: v / W Q E Qf Q W w O w a a' z w E, U, F MO W r�4 V1 W UJ DRAWN S.J.B CHECKED SA.B DATE rights —of —way of record. 3. All bearings are referenced to the Northerly line of subject property, SCALE 10` platted as N7030'00"E, all others relative thereto. 4. Eleyations shown hereonare relative to North American Vertical NO. Datum; of1988,and are based on bench mark. 71_01 5. There are no above ground encroachments, unless otherwise shown. 6. ThNational Flood Insurance Program designation as indicated on ,T.M.A. No. 12111C 0311J , dated 0211612012the Ethe LOFONE pMap arcel in Zone AE . base flood elevation 7.0 feet; subject locate scaling and interpolation factors associated with mapping of this to angcy. This data is an inter retation by the surveyor and is provided QCC(II courtesy. The flood zone) should be verified by a determination agency. erground foundations & utilities not located unless shown. as a 7. UndH SHEETS