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Home My WebLink About292-03 pool tie-in 1-22-2021 ss Alexande/ survey finalAC ACRE A/C AIR CONDITIONER ALUM ALUMINUM AND ANCHOR APPROX APPROXIMATE AVE AVENUE BIRD BEARING BLK BLOCK BLVD BOULEVARD BLDG BUILDING BM BENCHMARK CAN CABLE TELEVISION BOX C CALCULATED OR CATCH BASIN A CENTRAL ANGLE CLF CHAINUNK FENCE CHD CHORD CONC CONCRETE CBS CONC. BLOCK STRUCTURE CM CONCRETE MONUMENT CHIT COULD NOT READ CPP CONCRETE POWER POLE CDR CORNER COV COVERED CMP CORRUGATED METAL PIPE CVG CONCRETE VALLEY GUTTER D DEEO D/F GRAINFIELD' BE DRAINAGE EASEMENT ^"► DRAINAGE PLOW ESMT EASEMENT EOC EDGE OF CONCRETE EDP 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 FLORIDA POWER & LIGHT FND FOUND GOVT GOVERNMENT HSE HOUSE I & E INGRESS & EGRESS EASEMENT INV INVERT IS IRON BAR - IP IRON PIPE IB & C IRON BAR & CAP LP & C IRON PIPE & CAP L ARC LENGTH LE LANDSCAPE EASEMENT LB LICENSED BUSINESS NUMBER LP LIGHT POLE M & W MAO NAIL & WASHER MAO MAO NAIL ME MAINTENANCE EASEMENT' MH MANHOLE MHWL MEAN HIGH WATER LINE MF METAL FENCE N & TF NAIL .& TIN TAB N & W NAIL & WASHER HALM NORTH AMERICAN VERTICAL DATUMN NGVD NATIONAL GEODETIC VERTICAL DATUM NO ID NO IDENTIFICATION NTS NOT TO SCALE HAD NORTH AMERICAN DATUM ORB OFFICIAL RECORD BOOK O/S OFFSET OHW OVERHEAD WIRE PO PAGE PH PARKER—KALON NAIL PH & TT PARKER—KALON NAIL & TIN TAB PH & W PARKER—KALON NAIL & WASHER PVMT PAVEMENT PRM PERMANENT REFERENCE MONUMENT P PUT' PB PLATBOOK PCC POINT OF COMPOUND CURVATURE PC POINT OF CURVATURE PI POINT OF INTERSECTION POS POINT OF BEGINNING POO POINT 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 R PROPERTY LINE PROP PROPOSED o 17.00 PROPOSED ELEVATION PRO PRORATED R RADIUS HAD RADIAL RRS RAILROAD SPIKE RNG RANGE HIS 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 04040 SET PH SET PH NAIL & WASHER /4049 S/T SEPTIC TANK S/W SIDEWALK SST SOUTHERN BELL TELEPHONE BOX S/F SQUARE FEET S/D SUBDIMS10N T TANGENT TOE TEMPORARY CONSTRUCTION EASEMENT 108 TOP OF BANK. TOE TOE OF SLOPE TIMID TOWNSHIP TRANS TRANSFORMER TYP TYPICAL UDE UTILITY & DRAINAGE EASEMENT UE UTILITY EASEMENT U/0 UNDERGROUND WI' WOOD FENCE WM WATER METER WV WATER VALVE WPP WOOD POKER POLE 0 DIAMETER NORTHERLY PROPERTY LINE WAU- �p STORY py,�LLiNG FFE a TO.35' LEGAL DESCRIPTION A PORTION OF THE LANDS DESCRIBED IN O.R.B. 985, PAGE 0474, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED IN O.R.B. 3822, PAGE 677, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, 1. .PROPERTY ADDRESS: 13054 NW GILSON ROAD 2. CERTIFIED T0: - ALEXANDER 5° SPA r \ lLj\p00L °� K01 POND PAVER PECK L,�}I TIOCO {i W �I 1 1 L � P dli 1 t ,l �It Irf Y�1 I A f tlf i 00 htii R_ - , t ply I oIe T f/ N E T r ILA 1 k fi l ina E /„w T t' n Um} u !,1 si'ITT iirl`f1� �`i,,,1 �, I tl yMi ,LTR r. s��4`S!1..,_t-yu6'rflY�n 9�t't I'� i s 4iAt LOCATION MAP NORTH FORK ST. LUCIE RIVER \ �, GRAPHIC SCALE 20 1 10 20 PG 5 h° ( IN FEET ) i inch = 20 Yt. NOT A BOUNDARY SURVEY. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL .OF A FLORIDA LICENSED SURVEYOR AND MAPPER. STEPHEN J. BROWN, �I�G�, STEPHEN J. BROWN, PROFESSIONAL . REGISTRATION N0. 4049, ST / Date of field survey: 07,�, 2017 NOTES: 01,�, 2021 1, Survey of description as furnished by Client, 2. Lands shown hereon were not abstracted for easements and/or righfs—of—way of record. 3, Alf bearings are referenced to 4. Elevations shown hereon are relative to North American Vertical Datum of 1988, and are based on bench mark "C-23 1986" ELEV = 10.98' . 5. There are no above ground encroachments, unless otherwise shown. 6.�he National Flood Insurance Program designation as indicated on t ie F.E.M.A. Map No. 12111CO406K , dated 0211912020 , locates the parcel in Zone X. AE , base flood elevation NIA. 6.0 feet; subject to any scaling and interpolation factors associated with mapping of this accuracy. This data is an interpretation by the surveyor and is provided as a courtesy. The flood zone(s) should be verified by a determination agency. 7. Underground foundations & utilities not located unless shown. 8. The expected use of the survey and map is for Residential Purposes . 9. All measurements are in accordance with the United States standard, in feet. 10. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. Co z Cq X � � W W ,..- <c x 0 E�i a O 0 LL 0 O E+ W V2 w 01 Ca LL_ tj] o W U) O � A 0 o rA IJ— z 134 F W0 In 11 U') rn