HomeMy WebLinkAboutBOUNDARY SURVEY 11-22-11I
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PUBLIC WORKS
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T_? A T) T T T 0 q 0 A T Vini SETBACK UNE GENERATOR
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LOCATION MAP
LEGAL DESCRIPTION
1-01 G, HARBOUR RIDGE PLAT W. 20, AS RECORDED
IN PLAT BOOK 31, PAGES 12, 12A AND 12B,
PUBLIC RECORDS OF ST. LUCIE OUNTY, FLORIDA.
------------ —1
4N. SETBACK REG,
. - = PAD
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30 0 15 30 ST T PR
END 5/13" 0 18 & C -1-57.94 ri "ES
W/ 3454 S88*00'05"W �-, �
S 0.03' E 0.03' BRICK A SID -S
IN FEET PAVER IVE
I inch = 30 ft. `R
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NEIGHBORS DWELLING
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0 LOT 8 1__---(�WINTERS CREEK ROAD
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x
AC ACRE CHID CHORD EOP EDGE OF PAVEMENT I & E zNGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB P PLAT PRO PRORATED S/D SUBDIVISION
A/C A R CONDITIONER CONIC CONCRETE EOW EDGE OF WATER INV ;;VFRT N & W NAIL & WASHER PB PLATBOOK R RADIUS T TANGENT
ALUM ALUMINUM CBS CONC. BLOCK STRUCTURE EM ELECTRIC METER 18 ROIN BAR NGVD NATIONAL GEODETIC VERTICAL. DATUM PCC POINT OF COMPOUND CURVATURE RAD RADIAL TCE TEMPORARY CONSTRUCTION EASEMENT
ANC ANCHOR CM CONCRETE MONUMENT ES ELECTRIC SERVICE IP IkON PIPE NO ID NO IDENTIFICATION PC POINT OF CURVATURE RRS RAILROAD SPIKE TOB TOP OF BANK
APPROX APPROXIMATE CNR COULD NOT READ ELEV ELEVATION 18 & C IROP BAR & CAP NTS NOT TO SCALE PI POINT OF INTERSECTION RNG RANGE TOE TOE OF SLOPE
AVE AVENUE CPP CONCRETE POWER POLE ENCL ENCLOSURE IP & C IRON PIPE & CAP NAD NORTH AMERICAN DATUM PUB POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR TWIR TOMISHIP
BRG BEARING COR CORNER X 17.00 EXISTING ELEVATION L ARC LENGTH ORB OFFICIAL RECORD BOOK POC POINT OF COMMENCEMENT RCP RIDJNFORCED CONCRETE PIPE TRAN TRANSFORMER
BL K BLOCK cov COVERED FT FEET LE LANDSCAPE EASEMENT O/S OFFSET POE POINT OF ENCROACHMENT R/W RIGHT OF WAY TYP TYPICAL
BLVD BOULEVARD CMP CORRUGATED METAL PIPE F FIELD MEASUREMENT Le UCENSED BUSINESS NUMBER OH OVERHANG PRC POINT OF REVERSE CURVATURE SS SANITARY SEWER UDE UTILITY & DRAINAGE EASEMENT
BLDG BUILDING CVG CONCRETE VALLEY GUTTER FNC FENCE LP LIGHT POLE OHW OVERHEAD WIRE PT POINT OF TANGENCY SECT SECTION UE UTILITY EASEMENT
BM BENCHMARK D DEED FFE FINISHED FLOOR ELEVATION LAE UMITED ACCESS EASEMENT PG PAGE PIP POWER POLE SET I.B. SET 5/8 IRON BAR & CAP J4049 U/G UNDERGROUND
CAN CABLE TELEVISION BOX D/F DRANFIEI D [it FIRE HYDRANT NAG MAG NAIL PK PARKER-KALON NAIL PUE PRIVATE UTILITY EASEMENT SET PK SET PK NAIL & WASHER #4049 WIF WOOD FENCE
C CALCULATED DE DRAINAGE EASEMENT FPL FLORIDA POWER & LIGHT ME MAINTENANCE EASEMENT PK & TT PARKER-KALON NAIL & TIN TAB PLS PROFESSIONAL LAND SURVEYOR S/T SEPTIC TANK vim WATER METER
Ca CATCH BASIN I-AAAA— DRAINAGE FLOW END FOUND MH MANHOLE PK & W PARKER-KALON NAIL & WASHER k PROPERTY LINE S/W SIDEWALY WV WATER VALVE
A CENTRAL. ANGLE ESMT EASEMENT GOVT GOVERNMENT MHV& MEAN HIGH WATER LINE PVMT PAVEMENT PROP PROPOSED SBT SOUTHERN BELL TELEPHONE BOX WPP WOOD POWER POLE
CLF CHAiNEJNK FENCE EOC EDGE OF CONCRETE HSE HOUSE NL NAIL PRM PERMANENT REFERENCE MONUMENT 111 17.00 PROPOSED ELEVATION S/F SQUARE FEET 0 DIAMETER
1. PROPERTY ADDRESS: 511 WINTERS CREEK ROAD NOT VALID WITHOUT THE SIGMA TIRE AND THE NOTES: Date of field survey.-
2. CER TIFI ED TO: ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 1. Survey of description as furnished by Client. 06Z2112011
SURVEYOR AND MAPPER. 2. Lands shown hereon were not abstracted for easements and/or
— JOHN K.B. AFSF]AR & LISA ANN SHADYAC AFSHAR rights -of -way of record.
3 TE PHEN JTED
.113OWN HN3. All bearings are referenced to the Easterly ine of subject property,
_C.
- PNC BANK, ITS SUCCESSORS AND/OR ASSIGNS, AS plotted as N48*08'11"W, all others relative thereto.
THEIR INTEREST MAY APPEAR 4. Elevations shown hereon are relative to Nut onol Geodetic Vertical
Datum of iti29, and are based on bench marl,
5. There are no above ground encroachments, unless otherwise shown.
- CHRISTOPHER J., TWOHEY, P.A. 6. The National Flood Insurance Program desig ation as indicated on
- OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY the F.E.M.A Mop No. 12111C 0405E I doted tz_19z_199_11
locates the f)orcel in Zone X , base flood elevation N 1A feet; subject
STEPHEN J. BROWN, PROFESSIONAL SUR\E" MAPPER to any scolil�g and interpolation factors associpted with mapping of this
REGISTRATION NO. 4049, STATE OF RID, accuracy. -Iii;s data is on interpretation by the surveyor and is provided
as a courte-y- The flood zone(s) should be vel-ified by a determination agency.
Underground7. Undergrond foundations & utilities not /oc ted unless shown.
C"I L�T
REVISIONS BY
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DRAWN
S.J.B.