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Home My WebLink AboutSurvey1 FNO 5/8" 0 IB & C PSM 4049 0.10' E j FND N & W FND 5/8" W rj PLS 1552 IB & C LB 6453 0.06, S Q j & G 4 57- 3a.Amami 1�• 0 4�rE WP — 7 WETLAND PRARIE TRACT IB & C LB 8453 FND 5/8" 0 0.04' S !B & C LB 6453 FND 5/8" 0 0.04! N s74' 6 d = 0601 e L = 38. j FND 5/8" 0 ' r. 0.37'N0.29'W UNIT 47 1 �1 FND 5/8" A IB & C PSM 4363toil ,F WP"10 4�• b• WF-7 a ..r cn 4. 64 10 L �1T i 1 61 �pl 11 6 12 1 ff,. 62 32Jr S a 51 4 ;5 •-7 WWP 20 A a ,A # 4T ZI 22 6 45 23 N 24 23 x � 44 „ LOCATION MAP LEGAL DESCRIPTION UNIT 48, HARBOUR RIDGE PLAT NO. 13, AS RECORDED IN PLAT BOOK 28, PAGE 3, 3A THROUGH 3H, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. GRAPHIC SCALE 20 0 10 20 40 60 01�e" L 23x 42• ( IN FEET } l t -A FND N&W PLS 1552 1 inch = 20 ft. �.� 0.07' E AC A/C ACRE AIR CONDITIONER CHO CONC CHORD CONCRETE EDP EOW EDGE OF PAVEMENT EDGE OF WATER I & E INV INGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB P PLAT PRO PRORATED S/D SUBDIVISION INVERT N & W NAIL & WASHER PB PLATBOOK R RADIUS T TANGENT ALUM ANC ALUMINUM ANCHOR CBS CONC. BLOCK STRUCTURE EM ELECTRIC METER IB IRON BAR NGVO NA71ONAL GEODETIC VERTICAL DATUM PCC POINT OF COMPOUND CURVATURE RAD RADIAL TCE TEMPORARY CONSTRUCTION EASEMENT `. APPROX APPROXIMATE CM CNR CONCRETE MONUMENT COULD NOT READ ES ELEV ELECTRIC SERVICE ELEVATION !P IRON PIPE NO ID NO IDENTIFICATION PC POINT OF CURVATURE RRS RAILROAD SPIKE TOB TOP OF BANK €B & C IRON BAR & CAP NTS NOT TO SCALE PI POINT OF INTERSECTION RNG RANGE TOE, TOE OF SLOPE AVE BRG AVENUE BEARING CPP CONCRETE POWER POLE ENCL ENCLOSURE IP & C IRON PIPE & CAP NAD NORTH AMERICAN DATUM FOS POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR TWP TOWNSHIP BLK BLOCK COR COV CORNER X 17.00 EXISTING ELEVATION L ARC LENGTH ORB OFFICIAL RECORD BOOK POC POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TRANS TRANSFORMER BLVD BOULEVARD CMP COVERED CORRUGATED METAL PIPE FT F FEET FIELD MEASUREMENT LE LB LANDSCAPE EASEMENT 0/S OFFSET POE POINT OF ENCROACHMENT R/W RIGHT OF WAY TYP TYPICAL LICENSED BUSINESS NUMBER OH OVERHANG PRC POINT OF REVERSE CURVATURE SS SANITARY SEWER UDE UTILITY & DRAINAGE EASEMENT BL.DG BM CATV BUILDING BENCHMARK CABLE TELEVISION BOX CVG D D CONCRETE VALLEY GUTTER DEED DRAINFIELD FNC FFE FH FENCE FINISHED FLOOR ELEVATION FIRE HYDRANT LP LIGHT POLE OHW OVERHEAD WIRE PT POINT OF TANGENCY SECT SECTION UE UTILITY EASEMENT M & W MAG NAIL & WASHER PG PAGE PP POWER POLE SET I.B. SET 5/e IRON BAR & CAP 49 11LG UNDERGROUND MAG C CALCULATED DC DRAINAGE EASEMENT FPL FLORIDA POWER & LIGHT ME MAG NAIL PK PARKER-KALON NAIL PUE PRIVATE UTILITY EASEMENT SET PK SET Pk NAIL & WASHER 49 H'F WOOD FENCE MAINTENANCE EASEMENT PK & TT PARKER-KALON NAIL & TIN TAB PLS PROFESSIONAL LAND SURVEYOR S/T SEPTIC TANK WM WATER METER CB CATCH BASIN ANGLE --N— T DRAINAGE FLOW ENT FNO FOUND MH MANHOLE PK & W PARKER-KALON NAIL & WASHER III PROPERTY LINE Sb/�y SIDEWALK WV WATER VALVE SOUTHERN PHONE BOX y'T'1' WOOD POWER POLE MEAN HIGH WATER LINE PVMPRMT CCLLF CHAINLLINK FENCE OCAL EDGEOFCONCRETE HSE HOUERATOR NL� NAIL PERMANNEENT REFERENCE MONUMENT #R17.00 PROPOSEEDD ELEVATION S/F SQUARE FEET T 1. PROPERTY ADDRESS: 1540 BUTTONBUSH CIRCLE NOT VALID WITHOUT THE SIGNATURE AND THE NOTES: Date of field survey. o914/2010 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 2. CERTIFIED TO; 1. Survey o f description as furnished by Client. SURVEYOR AND MAPPER. 2. Lands shown hereon were not abstracted for easements and/or rights —of —way of record. ALFRED N. VELA III 3. All bearings are referenced to the centerline of Buttonbush Circle, STEPIH EN JAB11%,0WN INC with a chord bearing of S 62`15'35" E, all others relative thereto. 4. Elevations shown hereon are relative to National Geodetic Vertical Datum of 1929, and are based on bench mark. 5. There are no above ground encroachments, unless otherwise shown. 6. The National Flood Insurance Program designation as indicated on the F.EM.A. Map No., 12111C 0405E .. dated 8 19 9 ` locates the parcel in Zane ?�, base flood elevation N A feet; subject STEPHEN J. BROWN, PROFESSIONAL SUR1f��Yb , APP � to any scaling and interpolation factors associated with mapping of this REGISTRATION NO. 4049, STATE tlp ' ; : accuracy. This data is an interrpretotion by the surveyor and is provided The flood agency. � lnotelocaterddunless j'`7°�`as 7, Underground foundations. �4c utilities shown. 1:f1�llllfl��' g e Qa Q W bi N ry Q n W' ❑- d Z • A z � 0 o � Q Z. N 0� ❑ W z N r4 D o Of 2 1-4 L.L�I DRAWN S.J.B. CHECKED S-J-B- DATE 09 16 2010 SCALE 1 " = 20' JOB NO. 3275-903-01 SHEET ONE OF ONE SHEETS