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Ray Coburn Survey
14 U) LEGAL DESCRIPTION BEGINNING AT THE WEST 1/4 CORNER OF SECTION 17, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, RUN THENCE NORTH 88 30'21 " EAST, ALONG THE 1/4 SECTION LINE, A DISTANCE OF 45.02 FEET; THENCE NORTH 00 10'01" EAST, ALONG THE EAST RIGHT- OF-WAY OF HARTMAN ROAD, A DISTANCE OF 48.02 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 00'10'10- EAST, A DISTANCE OF 15300 FEET; THENCE NORTH 89 59'30" EAST, A DISTANCE OF 308.37 FEET; THENCE SOUTH 0010' 01" WEST, A DISTANCE OF 145.00 FEET, THENCE SOUTH 88 30'21" WEST, A DISTANCE OF 308.50 FEET TO THE POINT OF BEGINNING, CONTAINING 1.055 ACRES.. tlOT Tax Parcel IdentiiicationNumber: 2417-233-0002-020-2 ©of`2- �I & y�o _v U O � o I -/Iu w MARK W. TEFPE PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NUMBER # 4811 a 'o. Cp I PREPARED ON THE ORDER OF: Q DRAWN BY: DWG. NUMBER ,a D 1E d! I�I1Lo ^� J LEGEND L —ARC LENGTH CM ;oldI ELEV —ELEVATION —OHW— �J&rI-/,e' IR —IRON ROD . FIFE —FINISH FLOOR ELEVATION —0— —EXISTING WIRE FENCE IP —IRON PIPE BM —BENCHMARK —X— —EXISTING CHAINLINK FENCE N&O —NAIL do DISK ORB —OFFICIAL RECORD BOOK — —EXISTING WOOD FENCE CM —CONCRETE MONUMENT PB —PLAT BOOK —� —EXISTING PLASTIC FENCE POC —POINT OF COMMENCEMENT DB —DEED BOOK. 0 POB —POINT OF BEGINNING PG —PAGE R/W —RIGHT OF WAY PRM —PERMANENT REFERENCE MONUMENT X, �; �I —FOUND /X —CONCRETE a 'o. Cp I 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT; LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHT-OF-WAYS OF RECORD, 2. THIS SURVEY DOES NOT MAKE ANY ATTEMPT TO DELINEATE OR DEFINE AREAS OF ENVIRONMENTAL CONCERN OTHER THAN PROVIDED AND SHOWN HEREON. THERE MAY BE AREAS OF ENVIRONMENTAL CONCERN ON THIS SITE NOT NOTED OR MAPPED ON THIS SURVEY, 3. UNLESS OTHERWISE STATED THE BASIS OF BEARINGS AND DISTANCES ARE IN ACCORDANCE WITH THE RECORD PLAT AND HAVE BEEN VERIFIED BY FIELD MEASUREMENTS. 4. ALL MEASUREMENTS SHOWN HEREON ARE IN FEET. 5. ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 6. THIS SURVEY MEETS OR EXCEEDS APPLICABLE ACCURACY REQUIREMENTS AND IS PREPARED ACCORDING TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA ADMINISTRATIVE CHAPTER 5J-17 AS CODE, ADOPTED BY THE BOARD OF PROFESSIONAL SURVEYOR AND MAPPERS. 7. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALED DIMENSIONS AND SYMBOLS OF FEATURES ARE NOT TO SCALE AND ARE ONLY A REPRESENTATION OF LOCATION IN THE FIELD, B.. THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND EMBEDDED SEAL OF THE SURVEYOR IN RESPONSIBLE CHARGE, THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF THE SURVEYOR HEREON, AND IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE TO THIS SURVEY IN ANY FORM RENDERS THIS SURVEY INVALID. 9. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED AS PART OF THE SURVEY. 10, BY ACCEPTING THIS SURVEY, ALL PARTIES AGREE THAT THE SIGNING SURVEYOR'S LIABILITY IS LIMITED TO THE AMOUNT PAID FOR SAID SURVEY, 11, NO OWNERSHIP OF FENCE LINES HAS BEEN DETERMINED AS PART OF THIS SURVEY. 12. THIS SURVEY IS INCOMPLETE WHEN ALL SHEETS IN THE SET ARE NOT SHOWN IN THEIR ENTIRETY. /L 13. THE LAST FIELD DATE OF THIS SURVEY WAS: I z4 2O 14. FLOOD ZONE INFORMATION: CERTIFIED TO: CORNERSTONE SURVEYING LB# 7941 325 SW SOUTH QUICK CIRCLE PORT ST. LUCIE, FLORIDA 34953 . TEL; 772-418-2376 CORN ERSTONESURVEYING@HOTMAIL.COM BOUNDARY SURVEY PREPARED ON THE ORDER OF: SCALE IIiIVtAc DRAWN BY: DWG. NUMBER PACE D 1E d! I�I1Lo LEGEND L —ARC LENGTH CM —CONCRETE MONUMENT ELEV —ELEVATION —OHW— —OVERHEAD WIRE IR —IRON ROD . FIFE —FINISH FLOOR ELEVATION —0— —EXISTING WIRE FENCE IP —IRON PIPE BM —BENCHMARK —X— —EXISTING CHAINLINK FENCE N&O —NAIL do DISK ORB —OFFICIAL RECORD BOOK — —EXISTING WOOD FENCE CM —CONCRETE MONUMENT PB —PLAT BOOK —� —EXISTING PLASTIC FENCE POC —POINT OF COMMENCEMENT DB —DEED BOOK. —CENTER LINE POB —POINT OF BEGINNING PG —PAGE R/W —RIGHT OF WAY PRM —PERMANENT REFERENCE MONUMENT FND —FOUND CONC —CONCRETE PCP —PERMANENT CONTROL POINT TYP —TYPICAL WF —WOOD FRAME( M) —MEASURED DISTANCE & BEARING WM —WATER METER PT —POINT OF TANGENCY P —PLATTED DISTANCE & BEARING MH FH —MANHOLE PC —POINT OF CURVATURE C —CALCULATED DISTANCE & BEARING U' —FIRE HYDRANT PRC CH —POINT OF REVERSE CURVATURE D —CHORD —DEEDED DISTANCE• & BEARING SURVEYOR UP —LIGHT POLE —UTILITY POLE CB —CHORD BEARING PSM LB —PROFESSIONAL AND MAPPER —LICENSED BUSINESS RLS —REGISTERED LAND SURVEYOR a —DELTA ANGLE 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT; LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHT-OF-WAYS OF RECORD, 2. THIS SURVEY DOES NOT MAKE ANY ATTEMPT TO DELINEATE OR DEFINE AREAS OF ENVIRONMENTAL CONCERN OTHER THAN PROVIDED AND SHOWN HEREON. THERE MAY BE AREAS OF ENVIRONMENTAL CONCERN ON THIS SITE NOT NOTED OR MAPPED ON THIS SURVEY, 3. UNLESS OTHERWISE STATED THE BASIS OF BEARINGS AND DISTANCES ARE IN ACCORDANCE WITH THE RECORD PLAT AND HAVE BEEN VERIFIED BY FIELD MEASUREMENTS. 4. ALL MEASUREMENTS SHOWN HEREON ARE IN FEET. 5. ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 6. THIS SURVEY MEETS OR EXCEEDS APPLICABLE ACCURACY REQUIREMENTS AND IS PREPARED ACCORDING TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA ADMINISTRATIVE CHAPTER 5J-17 AS CODE, ADOPTED BY THE BOARD OF PROFESSIONAL SURVEYOR AND MAPPERS. 7. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALED DIMENSIONS AND SYMBOLS OF FEATURES ARE NOT TO SCALE AND ARE ONLY A REPRESENTATION OF LOCATION IN THE FIELD, B.. THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND EMBEDDED SEAL OF THE SURVEYOR IN RESPONSIBLE CHARGE, THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF THE SURVEYOR HEREON, AND IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE TO THIS SURVEY IN ANY FORM RENDERS THIS SURVEY INVALID. 9. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED AS PART OF THE SURVEY. 10, BY ACCEPTING THIS SURVEY, ALL PARTIES AGREE THAT THE SIGNING SURVEYOR'S LIABILITY IS LIMITED TO THE AMOUNT PAID FOR SAID SURVEY, 11, NO OWNERSHIP OF FENCE LINES HAS BEEN DETERMINED AS PART OF THIS SURVEY. 12. THIS SURVEY IS INCOMPLETE WHEN ALL SHEETS IN THE SET ARE NOT SHOWN IN THEIR ENTIRETY. /L 13. THE LAST FIELD DATE OF THIS SURVEY WAS: I z4 2O 14. FLOOD ZONE INFORMATION: CERTIFIED TO: CORNERSTONE SURVEYING LB# 7941 325 SW SOUTH QUICK CIRCLE PORT ST. LUCIE, FLORIDA 34953 . TEL; 772-418-2376 CORN ERSTONESURVEYING@HOTMAIL.COM BOUNDARY SURVEY PREPARED ON THE ORDER OF: SCALE IIiIVtAc DRAWN BY: DWG. NUMBER PACE D 1E d! I�I1Lo