Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Dicarlo- Form board (2)
AC ACRE A/C AIR CONDITIONER ALUM ALUMINUM ANC ANCHOR APPROX APPROXIMATE AVE AVENUE BRG BEARING BLK BLOCK BLVD BOULEVARD BLDG BUILDING BM BENCHMARK CATV CABLE TELEVISION BOX C CALCULATED CB CATCH BASIN © CENTRAL ANGLE CLF CHAINLINK FENCE CHD CHORD CONC CONCRETE CBS CONC. BLOCK STRUCTURE CM CONCRETE MONUMENT CNR COULD NOT READ CPP CONCRETE POWER POLE COR CORNER COV COVERED CMP CORRUGATED METAL PIPE CVG CONCRETE VALLEY GUTTER D DEED D/F DRAINFIELD D£ DRAINAGE EASEMENT ^NWVL►- DRAINAGE FLOW 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 18 IRON BAR IP IRON PIPE 18 & 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 NAIL & WASHER MAG MAG NAIL ME MAINTENANCE EASEMENT Mr METAL FENCE M WL MEAN HIGH WATER LINE NAIL NL& TT NAIL & TIN TAB N & W NAIL & WASHER NGVD NATIONAL GEODETIC VERTICAL DATUM NO ID NO IDENTIFICATION NTS NOT TO SCALE NAD NORTH AMERICAN DATUM ORB OFFICIAL RECORD 1300K 0/S OFFSET 0 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 POINT OF COMPOUND CURVATURE PC POINT OF CURVATURE PI POINT OF INTERSECTION POB POINT OF BEGINNING POC 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 It PROPERTY LINE PROP PROPOSED o 17.00 PROPOSED ELEVATION PRO PRORATED R RADIUS RAD RADIAL RRS RAILROAD SPIKE RNG RANGE RLS REGISTERED LAND SURVEYOR RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SS SANITARY SEWER SECT SECTION SET I.B. SET 5/8 IRON BAR & CAP #4049 SET PK SET PK NAIL & WASHER #4049 S/T SEPTIC TANK S/W SIDEWALK SOT 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 WOOD FENCE WM WATER METER WV WATER VALVE WPP WOOD POWER POLE 0 DIAMETER LIMITS OF PLAT 15.OD' CORNER NOT LANDSCAPE FOUND BUFFER EASEMENT 1Q.QQ' DRAINAGE EASEMENT LOT 7 hS, 0 6 O cV 0 NOT PLATTED 18"E 105.00' F 20,00' 7 I- FORMBOARDS $ TOP BOARD 8 tn ELEV » 9.88' mi ,•�'13.80'�•�•� 20.00' PROPANE EEI LID POOL BRICK -PAVER POOL DECK 18,51, 10.48' 14.40' \77V5R0'� � BRIC01(=i',E�VER �PATID \ 17.50' 36.2D' LOT 8 ONE STORY DWELLING FFE - 10,40' NAVD ` COVERED / \ENTRANCE/ M � 4.1 11,24' ------T i�an' 18.41' + 0 ¢C, S51'19'44" 12.87' 18.39' 18.46' j CORNER NOT FOUND tD 00 O N 170 00 to d O O Z St• °? LOT 9 W h CORNER FND 5/8"0 IB & CNOT ~`~ C FOUND �W/ LB 3591 N0.24'E0.13, ��A5i r(A% , 24' 49'15"_i �I R 154E 0 69 31 ' E R = 25.00' 0 = 59'49'16" L = 26.10' \ / SITE BENCHMARK ELEV - 7,30' q'�)' � "I. 1. PROPERTY ADDRESS:�, - 3026 NW RADCLIFFE WA Y� 2. CERTIFIED TO: - DrCARLO o R = 330.00' 1 9 A = 0'24'23" L = 2.34' O ���NW RADCLIFFE WAY 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� C STEPHEN J. BROWN, PROFESSION L 5)Rll..- R` N' ,t� eeER REGISTRATION NO. 4049, STATt `,r • , FkORt LOCATION MAP LEGAL DESCRIPTION LOT 8, RIVERBEND, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 67, PAGES 36 THROUGH 39, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. GRAPHIC SCALE 20 0 10 20 ( IN FEET } i inch = 20 M Date of field survey. 10 19 2020 NOTES: 12 06/2020 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 North Line of subject property, platted as North 89'52'18" East, with all others being relative thereto. 4. Elevations shown hereon ore relative to North American Vertical Datum of 1988, and are based on benchmark . _NIA . 5. There are no above ground encroachments, unless otherwise shown. 6. The National Flood Insurance Program designation as indicated on the F.E. M.A. Map No. 12111CO406K , dated 021-1-912020 , -lecTt s the parcel in Zane X base flood elevation N/A feet; subject to any scaling and interpolation factors associated with mapping of this accuracy. This data is an inter retation 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. 0 co z o U] co L"„� 0A W Z U H A EI Lli �P , r -s �y W W � co ry (f } O LJ W N CL l..L Z o _._J , x W �i3 U ^E-i M El LLJ V 1 to DRAWN S.J.B. CHECKED S.J.B. DATE 10 29 2020 SCALE 1 11 = 20' JOB NO, 7522-01-.01 SHEET ONE OF ONE SHEETS