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HomeMy WebLinkAboutsurvey (2)O 0 co II J Q U co WEST LINE OF ADJACENT PARCEL BOUNDARY SURVEY OF 10301 SOUTH INDIAN RIVER DRIVE FORT PIERCE, FL 34982 LEGAL DESCRIPTION: THE NORTH 100 FEET OF LOT ONE (1) OF MAP OF J.P. HEERMAN'S SUBDIVISION OF GOVERNMENT LOTS 2 AND 3, SECTION 29, TOWNSHIP 36 SOUTH, RANGE 41 EAST, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 1, PAGE 203, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING EAST OF THE EASTERLY RIGHT OF WAY LINE OF FLORIDA EAST COAST RAILWAY. SUBJECT TO THE RIGHTS OF WAY OF THE FLORIDA COAST RAILWAY AND OF INDIAN RIVER DRIVE; BEING A PORTION OF THE SAME LAND CONVEYED TO THOMAS BOOTH SMITH BY DEED DATED AUGUST 4th, 1930, AND RECORDED IN ST. LUCIE COUNTY, FLORIDA, AND RECORDED IN DEED BOOK 83, PAGE 118. PARCEL I D# 3529-701-0001-000-2 'o c� rn \ n SET 1/2" IRON ROD AND CAP (LB#7893) SOUTH LINE OF GOV, O LOT 1 BY ADJACENT DEED \ � \ 3.3' OFF NORTH LINE OF LOT 1 A0 \ J.P. HEERMAN'S SUB \ (P.B. 1, PG. 203) �o O RAILWAY MAINTENANCE AND R/W EASEMENT EAST RAILWAY Go R/W LINE SET 1/2" IRON ROD AND CAP (LB#7893) WEST LINE OF ADJACENT PARCEL SOUTH LINE OF LOT 1 J.P. HEERMAN'S SUB (P.B. 1, PG. 203) ORB 1300, PG. 2578 1.7' ON 407.70'(D) FOUND 1/2" IRON ROD (NO I.D.) 0 0 NORTH LINE OF ADJACENT PARCEL N89°55'E 261.9'(D) o o NORTH LINE OF ADJACENT PARCEL 30 30' ROAD RESERVATION S89055' 0"W t 608.15' /y � FnFF 1/4 SEC. LINE NORTH 100' OF LOT 1 (INCLUDED) BEING EAST OF EASTERLY R/W OF FLORIDA EAST COAST RAILWAY PARCEL ID: 3529-701-0001-000-2 J.P. HEERMAN'S SUB (P.B. 1, PG. 203) METAL SHED SOUTH LINE OF THE NORTH 100' OF LOT 1 L1 = N25041'57"W 110.90, L2 = N89055'00"E 66'± TO WATER L3 = S89055'00"W 65'± TO WATER WEST LINE OF NOOOOSW 79.88'(D) ADJACENT PARCEL 79. x x 0.T OFF 720 72' P . () x —x —x —x —x —x —x J d.. a O 7AV e 30.3' ez°.w —J � n ° - �a d dCIO °° a n° . 30.3' p' d d N89055'00"E 613.93' PORTION OF LOT 1 J.P. HEERMAN'S SUB (P.B. 1, PG. 203) ORB 990, PG. 2180 NOTES: Flood Zone: X/AE 1. LEGAL DESCRIPTION PROVIDE BY CLIENT. Community Number: 120285 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE. Panel: 12111 CO284 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY. Suffix: K 4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED. UNLESS OTHERWISE NOTED. Base Flood Elevation: 5 5. SOME FEATURES NOT DRAWN TO SCALE IN ORDER TO SHOW DETAIL. FIRM Date: 02/19/2020 6. THE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE, HAVING A BEARING OF N 89055,011, E. FIRM Effect./Rev Date: 02/19/2020 kh— 2.3' ON MEASURED BY OCCUPATION so ors 3�,. cP� \� ASPHALT ORB 2263, PG. 93 AVEMENT O WEST R/W LINE ;0�1) I SET 1/2 IRON ROD FOUND 1/2" IRON \ AND CAP (LB#7893) 300.0'(D) ROD (NO I.D.) _ 0.7' OFF L 2 N M 6� 5 33.3'(C) `� CV CV 60' 29.4' 0 5'± CSo 18� O p 4.2' O POOL � C V. 0 Cl) d CD 04 CIA L 1 O ORIGINAL FIELD WORK COMPLETED BY TARGET SURVEYING, LLC., ON 08-10-2020, SURVEY #427664 e 2a °. a 5.2' d ° . a CONCRETE WOOD J DRIVE DECK 4E ti d' a ° ° e a A ^, ° °' `° d `Y ° -° d CO .Q 33.3'(C) a 0.7' ON 240' TO SHED ° 128' TO FENCE _ L j SURVEYORS CERTIFICATE: 1 HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. NOT VALID WITHOUT A RAISED EMBOSSED SEAL AND SIGNATURE. (SIGNED) IN,KENNETHJ.OSBORNE PROFESSIONAL SURVEYOR & MAPPER #6415 SET 1/2" IRON ROD SET 1/2" IRON AND CAP LB#7893 ROD AND CAP ( ) (LB#7893) PREPARED FOR: VICINITY MAP NOT TO SCALE PROPERTY CORNER FALLS AT RIVER BANK INDIAN RIVER PLAT LIMITS 110'± ALONG WATERLINE ° WATER LINE± PROPERTY LINE FOLLOWS EDGE OF RIVER WEST R/W LINE EAST R/W LINE SOUTH LINE OF LOT 1 J.P. HEERMAN'S SUB (P.B. 1, PG. 203) roject C-461744 ISheet Date 1 OF 1 02-01-2021 Scale � 1 "=30' 0 PROPERTY CORNER FALLS AT RIVER BANK FOUND 1/2" IRON ROD (NO I.D.) o LEGEND A/C AIR CONDITIONER B.F.P. BACKFLOW PREVENTER C.B.S. CONCRETE BLOCK STRUCTURE EL. ELEVATION F.F. FINISHED FLOOR I.D. IDENTIFICATION L LENGTH L.B. LICENSED BUSINESS M MEASURED N.T.S. NOT TO SCALE N&D NAIL & DISC N.A.V.D.NORTH AMERICAN VERTICAL DATUM N.G.V.D.NATIONAL GEODETIC VERTICAL DATUM O.R.B. OFFICIAL RECORDS BOOK P PLAT PSM PROFESSIONAL SURVEYOR AND MAPPER P.R.M. PERMANENT REFERENCE MONUMENT PG. PAGE P.B. PLAT BOOK PK PARKER KYLON NAIL TAN TANDGENT T.B.M. TEMPORARY BENCH MARK CENTERLINE # AND NUMBER A DELTA OR CENTRAL ANGLE CONCRETE REVISIONS 6250 N. MILITARY TRAIL SUITE 102 WEST PALM BEACH, FL 33407 PA S S PHONE: 561.640.4800 FAX: 561.640.0576 URVEYING WWW.COMPASSSURVEYING.NET LB #7463