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Home My WebLink AboutBoundary SurveyAC ACRE CHO A/C AIR CONDITIONER CONC ALUM ALUMINUM CBS ANC ANCHOR CM APPROX APPROXIMATE CNR AVE AVENUE CPP BST BEIISOUTH TELEPHONE BOX ODR BLK BLOCK COV BLVD BOULEVARD CMP BLDG BUILDING CVG BM BENCHMARK D CAN CABLE TELEVISION BOX D/F C CALCULATED DE OR CATCH BASIN A CENTRAL ANGLE ESMT CLF CHAINLINK FENCE EOC N• N �e,W �dU� IpER C i 6a OURT LANDSCAPED ISLAND 50.00' No x•D- , CHORD CONCRETE CONC. BLOCK STRUCTURE CONCRETE MONUMENT COULD NOT READ CONCRETE POWER POLE CORNER COVERED CORRUGATED METAL PIPE CONCRETE VALLEY GUTTER DEED DRAINFIELD DRAINAGE EASEMENT DRAINAGE FLOW EASEMENT EDGE OF CONCRETE SET 0 '___1 ___� FND CND 3/8.0 IB & C LOCATION LAKE > h o s,� TRACT L-3 �� (HARBOUR RIDGE PLAT NO. 2) LP PLAT BOOK 24, PAGE 5, (5A THRU 5E) A91 Qom � �. a COPY ,A) LEGAL DESCRIPTION LOT 36, HARBOUR RIDGE PLAT NO. 1, AS RECORDED IN PLAT BOOK 23, PAGES 30 i, AND 30A, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. O� r1, � L Ery LAKE TRACT L-3 (HARBOUR RIDGE PLAT NO, 2) PLAT BOOK 24, PAGE A. (5A THRU 5E) EDP EDGE OF PAVEMENT I & E INGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB P PLAT PRO PRORATED T TANGENT EOW EDGE OF WATER INV INVERT N & W NAIL & WASHER PB PLATBOOK R RADIUS TOE TEMPORARY CONSTRUCTION EASEMENT Date field EM ELECTRIC METER IB IRON BAR NAVD NORTH AMERICAN VERTICAL DATUMN PCC POINT OF COMPOUND CURVATURE RAD RADIAL M13 TOP OF BANK of SUfVe y-. ES ELECTRIC SERVICE _ IP IRON PIPE NGVD NATIONAL GEODETIC VERTICAL DATUM PC POINT OF CURVATURE RRS RAILROAD SPIKE TOE TOE OF SLOPE 05 2112019 ELEV ELEVATION IB & C IRON BAR & CAP NO ID NO IDENTIFICATION PI POINT OF INTERSECTION RNG RANGE TWP TOWNSHIP ENCL ENCLOSURE IP & C IRON PIPE & CAP NTS NOT TO SCALE POB POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR TRANS TRANSFORMER X 17.00 FT EXISTING ELEVATION FEET L LE ARC LENGTH LANDSCAPE EASEMENT NAD NORTH AMERICAN DATUM POC POE POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE iYP UDE TYPICAL UTILITY & DRAINAGE EASEMENT GRAPHIC SCALE ORB OFFICIAL RECORD BOOK POINT OF ENCROACHMENT R/W RIGHT OF WAY F FIEND MEASUREMENT LB UCENSED BUSINESS NUMBER O/S OFFSET PRC POINT OF REVERSE CURVATURE SS SANITARY SEWER UE UTILITY EASEMENT FNC FENCE LP LIGHT POLE OHW OVERHEAD WERE PT POINT OF TANGENCY SECT SECTION U/G UNDERGROUND 30 FFE FINISHED FLOOR ELEVATION M & W MAG NAIL & WASHER PG PAGE PP POWER POLE SET I.B. SET 5/8 IRON BAR & CAP #4G49 VF VINYL FENCE 0 15 30 FH FIRE HYDRANT MAG MAG NAIL PK PARKER—KALON NAIL PUE PRIVATE UTILITY EASEMENT SET MAG SET MAG NAIL & WASHER #4049 WF WOOD FENCE FPL FLORIDA POWER & LIGHT ME MAINTENANCE EASEMENT PK & TT PARKER—KALON NAIL & TIN TAB PLS PROFESSIONAL LAND SURVEYOR SIT SEPTIC TANK WM WATER METER RND FOUND MH MANHOLE PK & W PARKER—KALON NAIL & WASHER IE PROPERTY LINE S/W SIDEWALK WV WATER VALVE I GOUT GOVERNMENT MHWL MEAN HIGH WATER LINE PVMT PAVEMENT PROP PROPOSED S/F SQUARE FEET WPP WOOD POWER POLE HSE HOUSE MF METAL FENCE PRM PERMANENT REFERENCE MONUMENT • 17.00 PROPOSED ELEVATION S/D SUBDIVISION 0 DIAMETER t IN FEET I 1. PROPERTY ADDRESS: 2603 NW JUNIPER COURT 2. CERTIFIED TO. —ANN E. MORGAN & WILLIAM F. MORGAN, JR. —OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY —McCARTHY, SUMMERS, BOBKO, WOOD, NORMAN, BASS, & MELBY, P.A. NOTES. t inch = 30 ft. NOT VALID WITHOUT THE SIGNATURE AND THE 1. Survey of description as furnished by Client. 2. Lands shown hereon were not abstracted for easements and/or ORIGINAL RAISED SEAL OF A FLORIDA LICENSED rights —of —way way o f record. SURVEYOR AND MAPPER. 3. All bearings are referenced to the South Line of the subject property, platted as South 25.21'48" East, with all others being relative thereto. 4. Elevations shown hereon are relative to North American Vertical STEPHEN J. BROWN, INC 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 STEPHEN J. BROWN, PROFESSIONAL SUF REGISTRATION NO. 4049, STATE ,,--the F.E.M.A. Mop No._ 12111CO408J . doted 02116/2012 /f bcates the parcel in Zone X base flood elevation NIA feet; subject subject to any in 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 PurQoses . M PPFR 9. All measurer"nents are in accordance with the United States standard, in feet. k� 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. z 00 O Q DO DO CD M , ry w N O NW o rn E-4 a W Z �D ril O CQ o b PD rJ o Q V) CO Q w w N LLJ z 0 q Pq w • m HI co W N l L 0 W A \U Q 0. w xW4 z wrn W E- O a mGO w 03 Co DRAWN S.J.B. CHECKED S.J.B. DATE 05 22 2019 SCALE 1 " = 30' JOB NO. 7340-01-_01 SHEET ONE OF ONE SHEETS