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Home My WebLink AboutAPPROVED, APPR. SURVEY 2101-0639AC ACRE A/C AIR CONDITIONER ALUM ALUMINUM ANC ANCHOR APPROX APPROXIMATE AVE AVENUE BRG BEARING BLK BLOCK BLVD BOULEVARD BLDG BUfLDING BM BENCHMARK CATV CABLE TELEVISION BOX C CALCULATED CB CATCH BASIN Q CENTRAL ANGLE CLF CHAINLINK FENCE CHO CHORD CONC CONCRETE CBS CONC. 13LOCK STRUCTURE CM CONCRETE MONUMENT CNR COULD NOT READ CPP CONCRETE POWER POLE CDR CORNER COV COVERED CMP CORRUGATED METAL PIPE CVG CONCRETE VALLEY GUTTER D DEED D/F DRAINFIELD DE DRAINAGE EASEMENT DRAINAGE FLOW ESMT EASEMENT EOC EDGE OF CONCRETE EOP EDGE OF PAVEMENT EOW EDGE OF WATER EM ELECTRIC METER ES ELECTRIC SERVICE ELEV ELEVATION ENCL ENCLOSURE X 17.00 EXISTING ELEVATION FT FEET F FIELD MEASUREMENT FNC FENCE FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FPL FLOR0A POWER & LIGHT FNO FOUND GOVT GOVERNMENT HSE HOUSE I & E NGRESS & EGRESS EASEMENT ININVERT NVERT IB IRON BAR IP IRON PIPE IB & C IRON BAR & CAP IP & C IRON PIPE & CAP L ARC LENGTH LE LANDSCAPE EASEMENT LB LICENSED BUSINESS NUMBER LP LIGHT POLE M & W MAG.NkL & WASHER MAG MAG NAIL ME MAINTENANCE EASEMENT MH MANHOLE MHWL MEAN HIGH WATER LINE NL NAIL N & TT NA & TIN TAB N & W NAIL & WASHER NGVD NATIONAL GEODETIC VERTICAL DATUM NO 10 NO IDENTIFICATION NTS NOT TO SCALE NAD NORTH AMERICAN DATUM ORB OFFICIAL RECORD BOOK O/S OFFSET OH OVERHANG OHW OVERHEAD WIRE PG PAGE PK PARKER-KALON NAIL PK & TT PARKER--KALON NAIL & TIN TAB PK & W PARKER-KALON NAIL & WASHER PVMT PAVEMENT PRM PERMANENT REFERENCE MONUMENT P PLAT PB PLATBOOK PCC PONT OF COMPOUND CURVATURE PC POINT OF CURVATURE PI POINT OF INTERSECTION POB POINT OF BEGINNING POO PONT OF COMMENCEMENT POE POINT OF ENCROACHMENT PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENCY PP POWER POLE PUE PRIVATE UTILITY EASEMENT PLS PROFESSIONAL LAND SURVEYOR IE PROPERTY LINE PROP PROPOSED 0 17.00 PROPOSED ELEVATION PRO PRORATED R RADIUS RAD RADAL RRS RAILROAD SPIKE RNG RANGE RLS REGISTERED LAND SURVEYOR RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SS SANITARY SEWER SECT SECTION SET 1.8, SET 5/8 IRON BAR & CAP #4049 SET PK SET PK NAIL & WASHER #4049 S/T SEPTIC TANK S/W SIDEWALK SBT SOUTHERN BELL TELEPHONE BOX S/F SQUARE FEET S/D SUBDIVISION T TANGENT TCE TEMPORARY CONSTRUCTION EASEMENT TOB TOP OF BANK TOE TOE OF SLOPE TWP TOWNSHIP TRANS TRANSFORMER TYP TYPICAL UDE UTILITY & DRAINAGE EASEMENT UE UTILITY EASEMENT U/G UNDERGROUND WF WOOD FENCE WM WATER METER WV WATER VALVE WPP WOOD POWER POLE 0 DIAMETER 1 FND 4" X 4" CM BROKEN/NO ID 0.21'N0.22'E N N FND 5/8"0 IB & C L0,21/ R"' E LOT 2 LOT 1 1. PROPERTY ADDRESS: 10525 SOUTH OCEAN DRIVE 2. CER TIFIED TO: FND 1/2"0 IP NO ID 0.13' S aI oI LOT 2 FND RRS ` LOT 2 NO ID LOT 1 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. - 10525 SOUTH OCEAN DR, LLC STEPHEN J. BROWN, IN — SEACOAST NATIONAL BANK, ITS SUCCESSORS &TOR ASSIGNS, A T1MA— OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY — CHRISTOPHER J. TWOHEY, P.A. STEPHEN ,a, BROWN, PROFESSIONAL `RVEY`QR AND MAPPER REGISTRATION NO/ 4049,,E OF'I"LORIDA LOCATION MAP LEGAL DESCRIPTION LOT 4, BEACH CLUB COLONY SECTION ONE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, PAGE 11, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. a Y: HAY 12 2021 BY: GRAPHIC SCALE 20 0 10 20 40 SQ ( IN FEET ) i inch = 20 ft. Date of field survey.• 08 26 12019 NOTES: 0910112020� 1. Survey of description as furnished by Client. 2. Lands shown hereon were not abstracted for easements and/or rights —of —way of record. 3. All bearings are referenced to the centerline of Las 0las Drive South, platted as North 23'49'31" West, with all others being relative thereto. 4. Elevations shown hereon are relative to North American Vertical Datum of 1988, and are based @fl bench mark "9477AO3RM 2 FLOT" ELEV = 4.14'. 5. There are no above gfpund encroachments, unless otherwise shown. 6. The National Flood Jnstirance Program designation as indicated on the F.E.M.A. Map Panel Nga• 12111CO314K , dated 02/19/2020 , locates the parcel in Zones X & AE_, base flood elevations NSA & 4 feet; subject to any scaling and interpPlation factors associated with mapping of this accuracy. This data is on Inter retotion by the surveyor and is provided as a courtesy. The flood zones) should be verified by a determination agency. 7. Underground foundations & utilities not located unless shown. REVISIONS BY RE -ISSUE SURVEY 09/02/2020 S.J.8. 5tzE RA -A '3 I 2.g -& s� B F arlo -4 Z o zk zo4E L Ks-rs �$ Aoti 6/7 t 7.N L'4'40 ev s� LJ 0 N C) 0 Q n w CD M �4 CID � I C�2 W C\2 Z_ E-+ W Z O z z U) O t D C3 � U � 9 Cd Q W � CO Z @ W W H z N a � a'q r � z co w Z Wry (�4 O O a I� E- � A E-� • a co DRAWN S. J. B. CHECKED S.J.B. DATE 08/28 2019 SCALE 1 " = 20' JOB NO. 7385-01-01 SHEET ONE OF ONE SHEETS