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HomeMy WebLinkAboutstamped form boardDESCRIPTION LOT 7, PERSNICKETY FARMS, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 66, AT PAGE 40, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. FOUND 5/8" IRON ROD & STAMPED "LB 3110" 0.26' WEST FOUND 5/8" IRON ROD & STAMPED "LB 3110" LEGEND O.R.B. - OFFICIAL RECORDS BOOK (�- CENTERLINE PLAT M- �P�- MEASURED D- DEED (C)- CALCULATED L.B. - LICENSED BUSINESS CONC.- CONCRETE C.M.P.- CORRUGATED METAL PIPE INV - INVERT EL - ELEVATION F.F.E. - FINISH FLOOR ELEVATION P.U.E. - PUBLIC UTILITY EASEMENT D.E.- DRAINAGE EASEMENT OHU - OVERHEAD UTILITY LINE `�- WOOD POWER POLE �- GUY ANCHOR C.C.R.- CERTIFIED CORNER RECORD - WOOD LIGHT POLE ®- ELECTRIC METER I.D. - IDENTIFICATION T- TELEPHONE RISER M.E.S.- MITERED END SECTION - CAN RISER HDPE- HIGH DENSITY POLY ETHYLENE PIPE SURVEYOR'S NOTES 1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 ADJUSTMENT (NSRS 2011). 3. THE WEST RIGHT OF WAY LINE OF SOUTH HEADER CANAL ROAD IS ASSUMED TO BEAR SOUTH 00°36'03" WEST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. 4. THE HORIZONTAL LOCATION OF NON —DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS NOTED OTHERWISE. 5. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT. 6. DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT. 7. FIELD SURVEY LAST CONDUCTED ON NOVEMBER 30, 2020. 8. OVERALL PARCEL CONTAINS 10.00 ACRES, MORE OR LESS. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS —OF —WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 10. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED, EXCEPT AS SHOWN. 11. LIMITS OF WETLANDS, IF ANY, UNDER GOVERNMENT JURISDICTION, WERE NOT DETERMINED AS PART OF THIS SURVEY. 12. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 121 1 1 CO165J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION. 13. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). PERSNICKETY FARMS PLAT BOOK 66, PAGE 40 GRAPHIC SCALE 0 50 100 ( IN FEET ) 1 inch = 50' ft. ORANGE AVE s, to lz SITEOfFT. �o PIERCE = sn e a STATEROAD 70 n......w...............�....�...w........ �.N.�.r�.�� �. Nv .......................,.....�a.�� �.a.��� ��.....� I I R=85878.70' L=359.60' zN=0*14'24" I I rUUrvu 0/0 IMUN muu 6t uAr STAMPED "LB 3110" 0.12' EAST CERTIFIED TO JUAN QUINTEROS JESSICA QUINTEROS SURVEYOR'S CERTIFICATE LOCATION MAP (NOT TO SCALE) FOUND 5/8" IRON ROD NORTHEAST CORNER PERSNICKETY FARMS PLAT BOOK 66, PAGE 40 BENCHMARK NO.1 MAG NAIL do DISK (CENTER OF PAVEMENT) STAMPED *CRAIG SMITH ASSOC` ELEVATION 24.58' FEET (NAVD 88) I HEREBY CERTIFY THAT THE AS —BUILT SURVEY, AS SHOWN HEREON, IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. CIVILSL`,'V DESIGN ; ?!)l P, INC. BY: BRIAN C. KIERNAN PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION NO. 6101 DAT 01� SIGNATURE 11 Z0 0 z cc Lu Lr W a m O o 4 � 0 � 0 0 Q Cm ti mail >_'.00� Lo Ir/�5 ai L LJ a �] o w CD ® CD � d 'a7 � u z to U � 0 s CC 0 N T CoIn Cn m 0 C mZuj ® 0 UJI w z u. ® U Lv N o N it Lo o ZLU ro `z J tii -�, 0 z ® is om SHEET NO. 1 OF 1