The URL can be used to link to this page

Home My WebLink AboutSurveyLot u X V ec t ve., e It, , 7�, s� d t A�-Tj 14 i` D° QX '` . I et®t O r7S, MIN. T FR�?NT S CK REQ. c_nr�,K �I�ES c L MARK W.TEEPE PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NUMBER # 4811 FL, v mmx:g E�x ly fi t4 W Vt T1oVEF Kotf-u EI.IQ',D 4 LEGEND UMN Cm�CD -OHW- -OVERHEAD TIRE IR -IRON RC -0- -E%ISAND tIRiE FENCE IP -EtOFI PIPE -X_ -EMING CNAINLWX FENCE N&D -NAIL llt DISK -1 -EMING WOOD FENCE CM -CONCRETEMMAIMIT -O- -EXISTING PLASTIC FENCE POC -MT OF 9 -CE NIER LINE POB -POINT OF IXETANMNG 9/�y -RONT OF WAY P� -PERMANENT Coe -CONCRETE PCP -PE7d1ANENT CONTROL wF -WDCD•FRAME F1) -NEASURM DISTANCE PT -POINT OF TANGOICY ) -PLATTED D19 MM k PC -POINT OF CURVATURE C) -CALCULATED OWAN PRC -POINT OF REVERSE CURVATURE ) -DEEDED DISTANCE k ce 8 PR - BEARING -UCD�D 8�1� s -DWA ANGLE MONUMENT El"-ELEYAMON Bm -� ELEVAnoN ORB -OFFICIAL RECORD SIM CDAMIENCEMENT T OM DB -.am Sm PC -PAGE POW UAla17 TYp -7YpM L k CAWN NG WA MR -WATERB& BEE FH -M HYDRANT BEARING CE k BEARING LP. -UCHT POLE VEYOR AND MAPPER UP-UTRJ7Y PONE RLS-ReMSiERED LAND SURVEYOR ' LEGAL DESCRIPTION LOTS, BLOCK 3, SEMINOLE PARK SUBDIVISION, ACCORDING TO THEPLATTHEREOF LOCATED IN PLAT BOOK 10, PAGE 11,,PUBLIC ' RECORDS OF ST. LUCIE COUNTY, FLORIDA. ADDRESS: 2603 ROLYAT STREET, FORT PIERCE, FL. 34947 SURVEY NOTES: 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. 8. 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. J �� 13. THE LAST FIELD DATE OF THIS SURVEY WAS— - 14. FLOOD ZONE INFORMATION: FLOOD ZONE: "X", MAP: 12111CO167J DATED: 2/16/12 CERTIFIED TO: r CORNERSTONE SURVEYING. LB# 7944 325 SW SOUTH QUICK CIRCLE PORT ST. LUCIE, FLORIDA 34953 TEL: 772-418-2376 CORNERSTONESURVEYING@HOTMAIL.COM ol BOUNDARY SURVEY 'PREPARED ON THE ORDER OF. SCAM DRAWN BY. DWrj6 NUMBER PAGE AIE r� LEGAL DESCRIPTION LOTS, BLOCK 3, SEMINOLE PARK SUBDIVISION, ACCORDING TO THEPLATTHEREOF LOCATED IN PLAT BOOK 10, PAGE 11,,PUBLIC ' RECORDS OF ST. LUCIE COUNTY, FLORIDA. ADDRESS: 2603 ROLYAT STREET, FORT PIERCE, FL. 34947 SURVEY NOTES: 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. 8. 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. J �� 13. THE LAST FIELD DATE OF THIS SURVEY WAS— - 14. FLOOD ZONE INFORMATION: FLOOD ZONE: "X", MAP: 12111CO167J DATED: 2/16/12 CERTIFIED TO: r CORNERSTONE SURVEYING. LB# 7944 325 SW SOUTH QUICK CIRCLE PORT ST. LUCIE, FLORIDA 34953 TEL: 772-418-2376 CORNERSTONESURVEYING@HOTMAIL.COM ol BOUNDARY SURVEY 'PREPARED ON THE ORDER OF. SCAM DRAWN BY. DWrj6 NUMBER PAGE AIE r� il P-312.BCD 1-0.) CONCRETE VIEDOE ANCHOR 'AAMIN E' OF CAC14 POST. ti W n/ar-um-ENT I-111N. 2" IAIN,— /3 Z- ML Dr 2�0 PSI 4' CONCRUE SLAB lotltrm (2) #5 RFRAR •!D 6" L-,.C. CONTINUOUS W17H MINtMuW 12" 6VLRLAP SPLICE CONCRETE FOUNDA-FION/BASE RAIL ANCHOR DETAIL