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HomeMy WebLinkAboutSURVEYUIINi l,r. It 4 J:.i� f} +.S 7 .�QL�� Y OI u •'� L � � .Q. q't 1 D LAKE w... ... Gl • 11 Y 1 r y• r.�� •e.+ !� � 2 B NYDD. Jmi MI K iJ •. M K J q JDBltO• LAKE TRACT W. P. -1 cSO A -. LOCATION MAP LEGAL DESCRIPTION KNOWN AS UNIT 54, BUTTONSUSH VILLAGE, HARBOUR RIDGE PLAT NO. 13, AS RECORDED IN PLAT BOOK. 2f:'s. FAG,'--,,S., 3, 3A i'Hrr—J 3H, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. MIN. FRONT SIDES. ^� CNRS REAR_ kyaf.A.� ZNG._ REQ. (43 A (2 y R .bile C01,y AC A/C ACRE AIR CONDITIONER CHO CONC CHORD DISTANCE CONCRETE EW EM EDGE OF WATER ELECTRIC METER INV IB INVERT IRON BAR NTS NOT TO SCALE NORTH POO POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR TWP TOWNSHIP ALUM AND ALUMINUM ANCHOR CBS CM CONC. BLOCK STRUCTURE CONCRETE MONUMENT ES ELECTRIC SERVICE IP IRON PIPE N NO NUMBER POO PCC POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TRANS TRANSFORMER POINT OF COMPOUND CURVATURE RIGHT OF WAY TYPICAL AVE AVENUE CNR COULD NOT READ ELEV ENCL ELEVATION ENCLOSURE IB & C LE IRON BAR & CAP LANDSCAPE EASEMENT ORB 0/5 OFFICIAL RECORD 600K OFFSET PC TYP SR/WSM POINT OF CURVATURE SSMH SANITARY SEWER MANHOLE UDE UTILITY &DRAINAGE EASEMENT BRG BILK BEARING BLOCK CPP COR CONCRETE POWER POLE CORNER EQUIP EQUIPMENT LB LICENSE BUSINESS 0 FI OVERHANG PI PRC POINT OF INTERSECTION SS SANITARY SEWER UE UTILITY EASEMENT POINT OF REVERSE CURVATURE SECT SECTION UTIU7Y POLE BLVD BOULEVARD COV COVERED X 17.00 FT EXISTING ELEVATION FEET LP LIFE LIGHT POLE LIMITED ACCESS EASEMENT OE OHW OVERHANG EASEMENT OVERHEAD WIRE PT UP POINT OF TANGENCY SET I.S. SET 5AL IRON BAR &CAP N40e9 WM WATER METER BE BM BUFFER EASEMENT BUILDING CMG CVG CORRUGATED METAL PIPE CONCRETE VALLEY GUTTER F FFE FIELD MEASUREMENT FINISH FLOOR ELEVATION E LOWEST FLOOR ELEVATION PG PAGE pp PUE POWER POLE S/W SIDEWALK WV WATER VALVE PRIVATE UTILITY EASEMENT S SOUTH W WEST BM CAN BENCHMARK CABLE TELEVISION BOX D E D^+^ DEED DRAINAGE EASEMENT FH FIRE HYDRANT M ME MH MAINTENANCE EASEMENT MANHOLE pK PK & W PARKER-KALON NAIL PARKER-KALON NAIL &WASHER PLS PROP PROFESSIONAL LAND SURVEYOR SBT SOUTHERN BELL TELEPHONE BOX WPP WOOD POWER POLE ^^,,,,, 1� PROPOSED S/F SQUARE FEET C CALCULATED `� DRAINAGE FPL FIND FOUNDA POWER &LIGHT FOUND MHWL N & MEAN HIGH WATER LINE NAIL &TIN TAB PCP PCP PAVEMENT PERMANENT CONTROL POINT • 17.00 f��M1'1.J�-MJ� PROPOSED ELEVATION S/D SUBDIVISION C CATCH BASIN CENTRAL ANGLE EASE E EASEMENT EAST GOV7 HSE GOVERNMENT HOUSE W N & W NIC NAIL &WASHER NATIONAL GEODETIC VERTICAL DATUM PRM PERMANENT REFERENCE MONUMENT PLAT R RRS RADIUS T TANGENT RAILROAD SPIKE TCE TEMPORARY CONSTRUCTION EASEMENT BY CLf CHAINLINK FENCE EP EDGE OF PAVEMENT I & E INGRESS &EGRESS EASEMENT NIC NOT INCLUDED p PB PLATBOOK RNG RME RANGE ' 1 uwjp /\+,up(�„ RECIPROCAL MAINTENANCE EASEMENT TOB TOP OF BANK l cleO iUTFN. 1. PROPERTY ADDRESS: 1505 NW SAWGRASS --- WAY NOT VALID WITHOUT THE SIGNATURE_ AND THE NOTES: Dote of field survey. _ ORIGINAL RAISED SEAL OF A EI l)RID16 LICENSED 02/16/99 1. 2. CERTIFIED TO: LARRY &BONNIE MESSINGER Survey of description as furnished by Client. SURVEYOR AND MAPPER. 2. Londs shown hereon were not abstracted for easements and/or rights —of —way of record. � F� 51H� N J. /� PPO �J, INC, 3. All bearings are referenced to the north line of subject properly Allas S 8513378" E and all other bearings thereto. V y I relative 4. Elevations shown hereon are relative to North American Vertical Datum of_1988_ - and are based on bench mark. - - 5. There are no above ground encroachments, unless otherwise shown. %. 6. The National Flood Insurance Proqram designation as indicated on the F.E.M.A. Map Panel No. 12111CO405i dated _ 0216/12 locates the parcel In Zone A , base flood elevation 6.0 I feet; STEPHEN J, BROWN, PROFESSIONAL S RVEYOP. AND MAPPER subject to any scaling and interpolation factors associated with REGISTRATION NO. 4049, STA E OF-',CRIDA mapping of this accuracy. .. Lam. Q REVISIONS BY r,zc IQ SAS Z S � N n v— W � e � z w N W u� 0 LL- 11� . 0 Q 0 IL in LLI �H E}� V' DRAWN S. J. B. CHECKED S. J. B. DATE 02/17/99 SCALE I" = 20- JOB NO. 2717-12-01 ONE OF ONE SHEETS