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HomeMy WebLinkAboutBOUNDARY SURVEY 11-20-17i Y" t�9 • MU 0/6 a Its r vu -37a v) ¢s acEND NO DRIVEWAY) I S4®�30'00"E I W/ PSM 4049 END 5/8"m IB END ID /8"0 IB NO ID /$"0 IB (INS 0.15 NO ID N 0.14 S 0.13' — — 34.64' {P) 34.64' (P) 34.64' (P)(F) 34.47' (F) 34.72 (F) o ,• SUPPORT o� WALL sue+ AwRrYl WELLING NE 0.16 t LOT 446 am. 0. �4 0 gt to '0 p�y1 'PTO E''�' 0. LOT 623 END 5/8"0 IB & C W/ PSM 4049 S 0.27' W 0.11' / / / LOT 4-45 , le? v�'Y� 31pp p S�P\RS AC ACRE CHO CHORD EOP EDGE OF PAVEMENT A/C AIR CONDITIONER CONC CONCRETE EOW EDGE OF WATER ALUM ALUMINUM CBS CONC. BLOCK STRUCTURE EM ELECTRIC METER ANC ANCHOR CM CONCRETE MONUMENT ES ELECTRIC SERVICE APPROX APPROXIMATE CNR COULD NOT READ ELEV ELEVATION AVE AVENUE CPP CONCRETE POWER POLE ENCL ENCLOSURE BRG BEARING COR CORNER X 17.00 EXISTING ELEVATION BLK BLOCK COV COVERED FT FEET BLVD BOULEVARD CMP CORRUGATED METAL PIPE F FIELD MEASUREMENT BLDG BUILDING CVG CONCRETE VALLEY GUTTER FNC FENCE BM BENCHMARK D DEED FEE FINISHED FLOOR ELEVATION CAN CABLE TELEVISION BOX D/F DRAINFIELD FH FIRE HYDRANT C CALCULATED DE DRAINAGE EASEMENT FPL FLORIDA POWER & LIGHT CB CATCH BASIN �+- DRAINAGE FLOW END FOUND 0 CENTRAL ANGLE ESMT EASEMENT GOVT GOVERNMENT CLF CHAINLINK FENCE EOC EDGE OF CONCRETE HSE HOUSE 1. PROPERTY ADDRESO: 445 NETTLES BLVD. 2. CERTIFIED TO: —BARRY SCHWARTZ Poi s t ;.,>.• 0.66" 14 BST N 4-0'30'00"W N LOT 624 34.64' LOT 444 SET MAG NAIL IN END 4X4 CM NO ID LOT 625 sy`8i � +s � tog ar � ®► � kv � �sm 'f i+� 'L �' �� J la... 34.64 /sa.6a 3444 3l7s ' � aoo 't ?i4, '�Q' �, L •per 14-44 sa.sa 74a4 3&75 4&72 t7.7a n-oo i t woo It t b Y Y, v Jar{. 34J4 N,M St.N S Jo.Hft It LAD i r }L b-0p yJ 4b � m. ft off. y^. pJ � � ` y¢', Y : 4, i � •t Y 4.op 23,= S•.K 1LQ5 � y.6'� �R6' yr �,� � u 0MAD k mv Y. 4 �q, � A� ae. � �d u,on "�t ta.ao 8 Y as.ao as oo yt *� �� . t'G 1P stz Y "I.o5 N27 4 "%7 I. ID.73 F :+t i%� Y arson 4* ts.ao 'c ' of QR23 Qf o0 8 a Quo t a"' �J7 aG Y Y 44 d sx,e Y a7 q ao lit is � d aeon dui 8 ,� 4 u sa Js _! 8 S wxr a a t I es -an yr Y LOCATION MAP LEGAL DESCRIPTION LOT 445, SECTION II, OUTDOOR RESORTS OF AMERICA AT NETTLES ISLAND, AS RECORDED IN PLAT BOOK 16, PAGES 1, 1A THROUGH 1J, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. I & E INGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB P PLAT PRO PRORATED S/D SUBDIVISION INV INVERT N & W NAIL & WASHER PB PLAIBOOK R RADIUS T TANGENT 18 IRON BAR NGVD NATIONAL GEODETIC VERTICAL DATUM PCC POINT OF COMPOUND CURVATURE RAD RADIAL TCE TEMPORARY CONSTRUCTION EASEMENT IP IRON PIPE NO ID NO IDENTIFICATION PC POINT OF CURVATURE RRS RAILROAD SPIKE TOB TOP OF BANK IB & C IRON BAR & CAP NTS NOT TO SCALE PI POINT OF INTERSECTION RNG RANGE TOE TOE OF SLOPE IP & C IRON PIPE & CAP NAD NORTH AMERICAN DATUM POB POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR TWP TOWNSHIP L ARC LENGTH ORB OFFICIAL RECORD BOOK POC POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TRANS TRANSFORMER L1- LANDSCAPE EASEMENT O/S OFFSET POE POINT OF ENCROACHMENT R/W RIGHT OF WAY TYP TYPICAL LB LICENSED BUSINESS NUMBER OH OVERHANG PRC POINT OF REVERSE CURVATURE SS SANITARY SEWER UDE UTILITY & DRAINAGE EASEMENT LP LIGHT POLE OHW OVERHEAD WIRE PT POINT OF TANGENCY SECT SECTION UE UTILITY EASEMENT BAR CAP U/G UNDERGROUND L.AE MAG LIMITED ACCESS EASEMENT MAG NAIL PG PK PAGE PARKER-KALON NAIL PP PUE POWER POLE SET1.8. SET 5/8 IRON & #4049 PRIVATE UTILITY EASEMENT SET PK SET PK NAIL & WASHER #4049 WE WOOD FENCE ME MAINTENANCE EASEMENT PK & TT PARKER-KALAN NAIL & TIN TAB PLS PROFESSIONAL LAND SURVEYOR S/T SEPTIC TANK WM WATER METER MH MANHOLE PK & W PARKER-KALON NAIL & WASHER Ik PROPERTY LINE S/W SIDEWALK WV WATER VALVE MHWL MEAN HIGH WATER LINE PVMT PAVEMENT PROP PROPOSED SBT SOUTHERN BELL TELEPHONE BOX WPP WOOD POWER POLE NL NAIL PRM PERMANENT REFERENCE MONUMENT s 17.00 PROPOSED ELEVATION S/F SQUARE FEET A DIAMETER NOT VALID WITHOUT THE SIGNATURE AND THE NOTES: Gate of field survey. 06/11.12009 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 1. S1jrvey of description as furnished by Client. SURVEYOR AND MAPPER. 2. Lands shown hereon were not abstracted for easements and/or rights—of—woy of record. 3. All bearings are referenced to the Northerly line of subject property, ST. �1 �j�I L, BROWN. AT' .1� 7�TC 1� calculated as S4030'00" E, all others relative thereto. 4. Elevations shown hereon are reiative to National Geodetic Vertical Datum of 1929, and are based on bench mark. 5. There are no above ground encroachments, unless otherwise shown. '�' ` Flood Insurunce Prograin designation indicated / - 6. the National as on BY the F.E.M.A. Ma No. 12111C 031111 dated 0613011999 k P (16 ii� —� locates the parcel in Zone AE , base flood elevation 7' feet; subject STEPHEN J. BROWN, PROFESS! ONA�,.ZcUR`v' OR AND MAPPER to uny scaling and interpolation factors associated with mapping of this REGISTRATION NO. 4049/7•ATE 6F FLORIDA accuracy. this data is an irTter 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. REVISIONS BY FORMBOARD TIE-IN S.J.B. 04/19/2011 FINAL SURVEY 11/16/20170J S.J.B_ D.! Z` N 00 c00 C\2 L_L I , �1� L9 w01 _ Ua+-i z z Z O 00 U U) h x a W Z U) Z L>_. . 0 a Q 92 Z N U < zLd A I LY p w EL z e 0) 0, F— 4 It �J H W Q Ld z--t O H '^0 H V) E- , z w Q W w co Z W �D L~ o U) V) M w CIS CD DRAWN S.J.B. CHECKED S.J.B. DATE 02 11 2011 SCALE 1" = 10' JOB NO. 4058— 50— 01 SHEET ONE OF ONE SHEETS