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Home My WebLink AboutformboardtieInSurvey-DISAPPROVED1 UNIT 49 1� FND 5/8" 0 1B & C PSM 4049 0.10' E j FND N & W FND 5/B" 0 fj PLS 1552 IS & C LB 6453 0.06, S raar� O0' � 38S N75'20'45'E 10.59' FND 5/e" IE & C LB 8453 FND 5/8" 0 18 & C LS 6453 0. O.D4' N r)00.j a = 06- 14 L = 38.d, WP — 7 WETLAND PRARIE TRACT S74*56�9 "E FND 5/8. 0 ~` . C LB 8453 O. 37' N 0.29' W UNIT 47 � 1 1ti t FND 5/8- 0 r IS & C PSM 4363 o 0 M �4 34 �FND N&w PL5 1552 0.07' E a *T + a 64 VA to L 4 \ 61 ` a� b'3 �'� 6 62 4 � 3 4 ; s z 2G ' ,21 All , 46 47 4 sUrr 8 22 22 .�� , �s y. 40 # zs f 41 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 ( IN FEET ) 1 inch = 20 ft. AC A/C ACRE AIR CONDITIONER CHD CONC CHORD CONCRETE EDP EOW EDGE OF PAVEMENT EDGE OF WATER I & E INV INGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB INVERT N & W NAIL & WASHER P PLAT PB PLATBOOK PRO PRORATED T TANGENT R RADIUS TCE TEMPORARY CONSTRUCTION EASEMENT ALLU ANC ALUMINUM ANCHOR CBS CM CONC. BLOCK STRUCTURE CONCRETE MONUMENT EM ES ELECTRIC METER ELECTRIC SERVICE IS IP IRON BAR NAVD NORTH AMERICAN VERTICAL DATUMN IRON PIPE NGVD NATIONAL GEODETIC VERTICAL DATUM PCC POINT OF COMPOUND CURVATURE PC POINT OF CURVATURE RAD RADIAL TOO TOP OF SANK RRS RAILROAD SPIKE TOE TOE OF SLOPE APPROX AVE APPROXIMATE AVENUE CNR CPP COULD NOT READ CONCRETE POWER POLE ELEV ENCL ELEVATION ENCLOSURE IS & C IP & C IRON BAR & CAP NO ID NO IDENTIFICATION IRON PIPE & CAP NTS NOT TO SCALE PI POINT OF INTERSECTION POS POINT OF BEGINNING RNG RANGE TWP TOWNSHIP RLS REGISTERED LAND SURVEYOR TRANS TRANSFORMER EST ELK BELLSOUTH TELEPHONE BOX COR BLOCK COV CORNER COVERED X 17.00 FT EXISTING ELEVATION L ARC LENGTH NAD NORTH AMERICAN DATUM POO POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TYP TYPICAL Date of field survey.• BLVD BOULEVARD CMP CORRUGATED METAL PIPE F FEET FIELD MEASUREMENT LE LB LANDSCAPE EASEMENT ORB OFFICIAL RECORD BOOK LICENSED BUSINESS NUMBER O/S OFFSET POE POINT OF ENCROACHMENT PRO POINT OF REVERSE CURVATURE R/W RIGHT OF WAY UDE UTILITY & DRAINAGE EASEMENT SS SANITARY SEWER UE UTILITY EASEMENT --- -09114 2010 BLDG BM BUILDING BENCHMARK CVG D CONCRETE VALLEY GUTTER DEED FNC FFE FENCE FINISHED FLOOR ELEVATION LP M & W LIGHT POLE OHW OVERHEAD WIRE MAG NAIL & WASHER PG PAGE PT POINT OF TANGENCY PP POWER POLE SECT SECTION U/G UNDERGROUND SET I.B. SET 5/8 IRON BAR & CAP 14049 VF VINYL FENCE CATV C CABLE TELEVISION BOX CALCULATED D/F DE DRAINFIELD DRAINAGE EASEMENT FH FPL FIRE HYDRANT FLORIDA POWER & LIGHT MAG ME MAG NAIL PK PARKER-KALON NAIL MAINTENANCE EASEMENT PK & TT PARKER-KALON NAIL & TIN TAB PUE PRIVATE UTILITY EASEMENT PL5 PROFESSIONAL LAND SURVEYOR SET MAG SET MAG NAIL & WASHER #4049 WF WOOD FENCE S/T SEPTIC TANK WM WATER METER CB G CATCH BASIN CENTRAL ANGLE tee- ESMT DRAINAGE FLOW EASEMENT FND GOVT FOUND GOVERNMENT MH MHWL MANHOLE PK & W PARKER--KALON NAIL & WASHER MEAN HIGH WATER LINE PVMT PAVEMENT 12 PROPERTY LINE PROP PROPOSED S/W SIDEWALK WV WATER VALVE S/F SQUARE FEET WPP WOOD POWER POLE CLF CHAINLINK FENCE EOC EDGE OF CONCRETE HSE HOUSE MF METAL FENCE PRM PERMANENT REFERENCE MONUMENT 0 17.00 PROPOSED ELEVATION S/D SUBDIVISION 0 DIAMETER N0 TES: 1. PROPERTY ADDRESS: 1540 BUTTON13USH CIRCLE NOT VALID WITHOUT THE SIGMA TURE AND THE 1. Survey of description as furnished by Client. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 2. Lands shown hereon were not abstracted for easements and/or 2. CERTIFIED TO. SURVEYOR AND MAPPER. rights —of —way of record. 3. All bearings are referenced to the centerline of Buttonbush Circle, — ALFRED N. VELA 111 having a chord bearing of S62'15'35°E, with all others relative thereto. STEPHEN J. BROWN �[; ¢. Elevations shown hereon are relative to North American Vertical >! Datum of 1988, and are based on benchmark Y. 5. There are no above ground encroachments, unless otherwise shown. 6. The National Flood Insurance Program designation as indicated on 11 `,tla(t, �� the F .M.A. Map No. 12085CO405K , dated 0211912020_, //,rr. otes the parcel in Zone, base flood elevation N/A feet; `` ` ;�1��; `• ,, °� subject to any scaling and interpolation factors associated with mapping of this F }�' accuracy. This data is an interpretation by the surveyor and is provided tk` { � �•"`" 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 Pu_poses , STEPHEN J. BROWN, PROFESSIONALSO , �;, Al'P, E _ 9. All measurements are in accordance with the United States standard in feet. REGISTRATION NO. 4049, STAI Cis 10. Additions or deletions to surveymops or reports b other than the signing party or parties is prohibited withot written consent of the signing party r arties. REVISIONS BY REVISED SURVEY 1 /6/2021 S.J.B. t _ -4(Wt 2.tg z~ 00 1 Do 00 0 MHO o U) z y � U a �y W (� U W H CA 1—i a C0 ~ Fil O � w 11M1 V) • 6 O a V1 CA TH to DRAWN S.J.B. CHECKED S.J.B. DATE 09 16 2010 SCALE 1 is = 20' JOB NO. 3275--903-01 SHEET ONE OF ONE SHEETS