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Home My WebLink AboutBoundary SurveyLEGAL DESCRIPTION: BOUNDARY SURVEY PER WARRANTY DEED AS RECORDED IN OFFICIAL RECORD R BOOK 2095, PAGE 2212, PUBLIC RECORDS ST. LUCIE E COUNTY, FLORIDA. R 4" P L THE WEST HALF OF LOT 4 AND ALL OF LOT 5, BLOCK 43 g OF PLAT NO. 3 OF SUNLAND GARDENS, ACCORDING To THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE(S) 67, still AVENUE J OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. (50.00' WIDE RIGHT-OF-WAY) EDGE OF PAVEMENT SCALE 1 " = 20' DIRT DRIVE olRr DRIVE (BASIS OF BEARINGS) N 89'47'37" E (M) 90.00' 1 AND I S 89'47'37" W 1 210.01' (P) S 89"47'37" W (M) 210.01' (M) CENTERLINE OF F NCE m j N �IS FOUND 5/8" IRON PIPE 0.2 FEET NORT OF CONCRETE CONCRETE \0..54' SOUTH AND 0.69' EAST PROPERTY CORNER PILLAR PILLAR OF PROPERTY CORNER CONCRETE oI-i d' FENCE END POST IS PILLAR ,�� N I ^ 1.2' SOUTH AND 0.4' EAST OF 0 1.73' I- PROPERTY CORNER O/S o COVERED CONCRETE Ii C) FENCE END POST IS WOOD DECK EN ROACHES PORCH I ''' 1.4' SOUTH AND 0.4' EAST OF INTO LOT 0.5' .. . 2 ^8 83 ^ .83 PROPERTY CORNER .2 tO m N 19.96' 6 6 0 27.50' 15.06' O/S 00 < 5.42 M M rn ".4 I 6' HIGH WOODEN FENCE M N 1 STORY CONCRETE BLOCK AND n l a IS 64.3 FEET LONG •- WOOD FRAME STRUCTURE • WOOD DECK ENC OACHES ON CONCRETE SLAB N INTO LOT 6 �.64' 8.60' I I p0 m x FENCE CORNER POST td 65.04' 4.8 k 0/ I SLI PROPERTY EF COVERED WOOD DECK IS to 0.1' INTO LOT 5 t'7 1.45' CONCRETE. I .� FENCE END POST 0/S ., A/C SLAB !- IS 0.6' WEST OF T 6COVERED V I � PROPERTY LINE BLOCK 3 - I WOOD DECK I I 4' HIGH CHAIN LINK FENCE 30.00' IS 74.0 FEET LONG LU _ x 0 LOT 4 o BLOCK 43 LOT 5 I \\ Z ' WOOD DECK LOT 4 6' HIGH WOODEN FENCE FENCE CORNER PO IS ALUMINUM I x IS 73.9 FEET LONG 1.1' NORTH AND 1.4' EASTgo/S6'rn OF PROPERTY CORNERSHED 32.98' 0/S I SET 5/8" IRON REBAR WITH CAP FENCE CORNER POST Iin ALUMINUM ROLLINS PLS 4945 ON A 0.2' NORTHAND 0.3' WET 01 ^ SHED 3.00' OFFSET WEST ON OF PROPERTY CORNER d.x PROPERTY LINE HIGH WOODEN FENCE o 11.7' o rn6' C.F.T. 90.00' P ) ( ) 89.97' C.F.T. -xi ( ) 4' HIGH CHAIN LINK FENCE( FENCE CORNER POST IS 5.8' SOUTH AND 0.5' EAST OF PROPERTY CORNER FENCE CORNER POST IS 6' HIGH WOODEN FENCE 4' HIGH CHAIN LINK FENCE 5.8' SOUTH AND0.7' WEST FENCE CORNER POST IS '!. IS 85.6 FEET LONG IS 88.8 FEET LONG - OF CALCULATED 4.7' SOUTH D1.5' EAST J PROPERTY CORNER OF PROPERTY CORNER LOT Z q LOT 3 FENCE CORNER POST IS LOT ill BLOCK 43 1 BLOCK 43 5.7' SOUTH AND 2.8' WEST CALCULATED 13LOCK 43 PROF OPERTY CORNER ELEVATIONS BASED ON ASSUMED AND SHOWN THUS BENCHMARK REFERENCE: LEGEND: (i = SET 5/8" IRON REBAR WITH CAP ROLLINS P.L.S. NUMBER 4945 FLOOD ELEVATION INFORMATION MAP NUMBER 12111co na d DATE OF FIRM FEeRUARr ts, 201 • = SET MAG NAIL IN DISK ROLLINS COMMUNITY NUMBER 120285 PANEL 0178 FIRM ZONE x SUFFIX d P.L.S. NUMBER 4945 46 = FIRE HYDRANT 0 = WATER METER = CONCRETE POWER POLE -> = ANCHOR AND GUY WIRE = OVERHEAD WIRES ADDENDUM. FIELD BOOK PAGE DATE BY CHECKE BOUNDARY SURVEY E.F.B. 10/21/2019 R.E.R. R.E.R. -�L = NOT TO SCALE - X - = FENCENE 0 = ALUMINUM UGHT POST - ON CONCRETE BASE - 0 = TELEPHONE SERVICE - m = CABLE TELEVISION SERVICE 3221 SOUTHWEST CRUMPACKER STREET PORT FLORIDA 34953 • 0, FOUND 5/8" IRON PIPE W l- W � 3 ~ 0 N I H ID = _0 OfZE M o I-- o O 00 Z � 00 ABBREVIATIONS: A/C = AIR CONDITIONER i) = CALCULATED .F.T.) = CALCULATED FROM TRAVERSE - CENTERLINE C.L.S. = CONSTRUCTION LAYOUT SURVEY E/P = EDGE OF PAVEMENT EL. = ELEVATION FIRM = FLOOD INSURANCE RATE MAPS (M) = MEASURED N.A.V.D. OF 1988 = NORTH AMERICAN VERTICAL DATUM OF 1988. N.G.V.D_ OF 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929. N.T.S. = NOT TO SCALE O/S = OFFSET P.C.P. = PERMANENT CONTROL POINT (P) = PLAT Ai2E BASH- 01tL-T E-Sf3"tlTfT-' LINE OF AVENUE J AND THE NORTH LINE OF BLOCK 43. PLAT NO. 3 OF SUNLAND GARDENS (SEE LEGAL DESCRIPTION), ON GRID NORTH FLORIDA EAST NAD83 PROJECTION. WHICH BEARS NORTH 89"47'37" EAST NOTES: 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, OWNERSHIP AND/OR RIGHT- -OF-WAYS OF RECORD. 2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS WERE LOCATED EXCEPT AS NOTED. 3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT. 4) BUILDING TIES ARE 90' OR RADIAL TO THE PROPERTY LINE. 5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT UNLESS OTHERWISE NOTED. DATE OF LAST FIELD WORK: 10/21/2019 PLOT DATE AND TIME: 01/30/2019 1:30 PM EST LOT SQUARE FOOTAGE: 0.277± ACRE SCALE: 1" = 20' RTIFICATIONS AS WORDED AND PROVIDED BY CLIENT RTIFY TO: 1 ROBERT J. WILEY, JR. AND DESSIREE WILEY 2) DAVID CLEVELAND I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH STANDARDS OF PRACTICE FOR SURVEYS AS CONTAINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. 14f,40 FLORIDA REGISTRATICS! NOT VALID 'WITHOUT. THE ORIGINAL -R� FLORIDA LICENSED,-`Sl JOB NUMBER: RR191005 •f4945 NATURE AND SOFA AND MAPPER. LEGAL DESCRIPTION: THE EAST HALF OF LOT 6, BLOCK 43 OF PLAT NO. 3 OF SUNLAND GARDENS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE(S) 67, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SCALE 1" = 20' N 89.47'37" E (M) 30.00' (C) AND (M) WATER METER ELECTRIC SERVICE FENCE CORNER POST IS 0.6' NORTH AND 0.5' WEST OF PROPERTY CORNER -- FENCE END POST IS 0.8' NORTH AND 0.4' EAST--.�� ' D OF PROPERTY CORNER FENCE END POST IS V_;mlr�Lo' 0.9' SOUTH AND 0.7' WEST OF PROPERTY CORNER 9 AVENUE (50.00' WIDE RIGHT-OF-WAY) CENTERLINE OF FENCE IS 0.2 FEET NORTH OF ,PROPERTY CORNER EDGE OF PAVEMENT DIRT'';.DRIVE DIRT DRIVE (BASIS OF BEARINGS) CONCRETE N 89'47'37" E (M) PILLAR 90.00' (C) AND (M) 4' HiGH CHAIN I INK iTFNAP 1 7 CONCREI /S W� PILLAR o I w >ii 6' HIGH WOODEN .- ~ U ,FENCE 15;66'o 1 .73' o0 FENCE END POST .38 0/S O/S COVERED IS 0.2' EAST OF /S PO PROPERTY LINE .. x x. - '9 i�8.83 19.96, o CONCRETE W OD' N W� .45' D CK 135i7 N 1 STORY CONCRETE BLOCK AND O> 0/ 13.30' 0/S a? WOOD FRAME STRUCTURE Lo � M ON CONCRETE SLAB o N O v 0 o w m 4 � 65.04' c ZM N�oa Q. LOT 7 LOT 6 �� q 1.45' CONCRETE BLOCK 43 BLOCK 43 .�S 1.93• O/S M O/S A/C SLAB .. COVERED L T 6 ' WOOD DECK I DECK DECK BLOCK 43 6' HIGH WOODEN FENCE - IS 132.3 FEET LONG o WOOD a �' LOT 5 DECK 6.52' 13.42' j o 0/ O/S / WOOD DECK FENCE CORNER POST IS a O ALUMINUM 0.8' NORTH AND.1.1'. EAST I 9 _ . N SHED OF PROPERTY CORNER 7.25' V) 12.69' I w n f3 FENCE END POST IS (0 \0/S 12 91' 0 8' '- w 0.0' NORTH. AND 0.2' EAST a n 30 c OF PROPERTY CORNER I o. 4' HIGH CHAIN LINK-_ FENCE S 89'45'53" W (M) 30.00' (C) 29.99' (M)' LOT 11 BLOCK 43 FENCE CORNER POST IS 0.2' NORTH AND 0.3' WEST OF PROPERTY CORNER FENCE CORNER PO IS 5.8' SOUTH AND 0.5' EAST OF PROPERTY CORNER ELEVATIONS BASED ON ASSUMED AND SHOWN THUS BENCHM RK FLOOD ELEVATION INFORMATION MAP NUMBER 12111CO178 J DATE OF ARM FEBRUARY 16, 2012 COMMUNITY NUMBER 120285 PANEL 0178 FIRM ZONE x SUFFIX J ADDENDUM _ I FIELD BOOK I PAGE I DATE I BY I CHECKED BOUNDARY SURVEY I E.F.8. 1 112/18/2019 1 R.E.R. I R.E.R. O/S i7 rn ^ 11.7 `r o IS 89.45'53" W (C.F.T.) 90.00' 6' HIGH WOODEN FENCE IS 85.6 FEET LONG LOT 12 BLOCK 43 FENCE CORNER POST IS 1.1' NORTH AND 1.4' EAST OF PROPERTY CORNER \FENCE CORNER POST IS 4.7' SOUTH AND 1.5' EAST OF PROPERTY CORNER N n N R E R 4" P 8 S 89'47'37" W (P) 210.01' (P) S 89.47'37" W (M) 210.01' (M) \ OUND 5/8" IRON PIPE CONCRETE'.\�F 54' SOUTH AND 0,69' EAST PILLAR OF PROPERTY CORNER FENCE END POST IS .. 1.2' SOUTH AND 0.4' EAST OF I- PROPERTY CORNER Li Cj FENCE END POST IS �'' 1.4' SOUTH AND 0.4' EAST OF PROPERTY CORNER 5.06' O/S 00 m LOT 4 32.98' O/S ALUMINUM SHED a (n "o 6' HIGH WOODEN FENCE �.. IS 64.3 FEET LONG I00 OD x rM FENCE CORNER POST IS IA' WEST OF PROPERTY LINE x .-. FENCE END POST IS 0.6' WEST OF PROPERTY LINE K �J 4' HIGH CHAIN LINK FENCE 'S IS 74.0 FEET LONG C tl._.:-._. __. LOT 4 Il0 BLOCK 43 x 6' HIGH WOODEN FENCE X> IS 73.9 FEET LONG II SET 5/8" IRON REBAR WITH CAP ROLLINS PLS 4945 ON A I I 3.00' OFFSET WEST ON PROPERTY LINE Xi 89.97' (C.F.T.)X 4' HIGH CHAIN LINK FENCE IS 88.8 FEET LONG LOT 13 BLOCK 43 �12' WIDE ALLEY RIGHT-OF-WAY FENCE CORNER POST IS 5.8' SOUTH AND 0.7' WEST OF CALCULATED PROPERTY CORNER \FENCE CORNER POST IS 5.7' SOUTH AND 2.8' WEST OF CALCULATED PROPERTY CORNER LEGEND: = SET 5/8" IRON REBAR WITH CAP ROLLINS P.L.S. NUMBER 4945 • = SET MAG NAIL IN DISK ROLUNS P.L.S. NUMBER 4945 46 = FIRE HYDRANT = WATER METER = CONCRETE POWER POLE = ANCHOR AND GUY WIRE - • • - = OVERHEAD WIRES �i- = NOT TO SCALE - X - = FENCELINE 0 = ALUMINUM LIGHT POST ON CONCRETE BASE in = TELEPHONE SERVICE m = CABLE TELEVISION SERVICE 3221 SOUTHWEST CRUMPACKER STREET PORT ST. LUCIE, FLORIDA 34953 A FOUND 5/8" IRON PIPE NOTES: 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, OWNERSHIP AND/OR RIGHT- -OF-WAYS OF RECORD. 2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS WERE LOCATED EXCEPT AS NOTED. 3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT. 4 BUILDING TIES ARE 90' OR RADIAL TO THE PROPERTY LINE. 5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT UNLESS OTHERWISE NOTED. DATE OF LAST FIELD WORK: 12/18/2019 PLOT DATE AND TIME: 01/06/2020 9:20 AM EST LOT SQUARE FOOTAGE: 0.092± ACRE SCALE: 1 " = 20' A/C = AIR CONDITIONER Ct) = CALCULATED .F.T. = CALCULATED FROM TRAVERSE ENTERLINE C.L.S. = CONSTRUCTION LAYOUT SURVEY E/P EDGE OF PAVEMENT EL. = ELEVATION FIRM FLOOD INSURANCE RATE MAPS (M) = MEASURED N.A.V.D. OF 1988 = NORTH AMERICAN VERTICAL DATUM OF 1988. N.G.V. . OF 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929. N.T.S. = NOT TO SCALE O/S OFFSET P.C.P. = PERMANENT CONTROL POINT (P) - PLAT NOTE: THE BEARINGS ARE BASED ON THE SOUTH LINE OF AVENUE J AND THE NORTH LINE OF BLOCK 43, PLAT N . 3 OF SUNIAND GARDENS (SEE LEGAL DESCRIPTN), ON GRID NORTH FLORIDA EAST NAD83 PROJECTI. WHICH BEARS NORTH 89'47'37" EAST CERTIFICATIONS CERTIFY TO: 1) ROBERT J 2) DAVID CLE WORDED AND PROVIDED BY CLIENT EY, JR. AND DESSIREE WILEY I HEREBY CERTIFY THAT THE SURVEY SHOWIN HEREON COMPLIES WITH STANDARDS OF PRACTICE FOR SURVEYS AS CONTAINED IN CHAPTER 5J-17, FLORIDA AD INISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. A 1 07 ZOZ,n ROLAND E._ROLLINS, DATE'OF SIG ATURE PROFESSIONAL --LAND--SbkgEYOR FLORIDA RE=TRATION-RUIUBER 945 NOT VALID 1WIT4QL T_LI.E Si*kURE AND THE ORIGINAL^ OF A FLORIDA LICENSED 'SURVEYOR' AND MAPPER. JOB NUMBER: RR191005A