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Home My WebLink AboutFormboard-disapprovedOX 21, 55' 21.44' N �W oC5 o � Z OORN & CAR �c0�eolyr ROD 1110CK r grs1 5/8' IRON li00 C CAP (LB 6018 $R jQ3a �3 24.J OARING rN060.6 � CN. CN• LNG FORMBOARDS TOP OF FORMS & =8 08 NA V!J 88, 424J I TOP OF FORMS EL. = 9. 88WA 0 88 LOT 5 BLOCK i AFL COD ZDNE X' (SHADED), l ' I 'AAVV I BOUNDARY AND TOPOGRAPHIC 2LE VEY CHARETTE RESIDENCE 633 SE HIDDEN RIVER DRIVE PORT ST LUCIE, FL 34983 02' 10.15' 0 T. aW 0 N NORTH C 94' rn GRAPHIC SCALE 0 30 so 120 { IN FEET ) 1 inch = 60 ft. VERO BEACH SURVEYING, INC. LB 8438 1874 ROBALO DR, VERO BEACH, FL 32960-5229 og 772-567-1653 www.verobeachsurveying.com verobeachsurveying@gmaii.com JOB#20-633 DATE REVISIONS BY DATE:06114/21 6115121 FORMBOARD Mc SCALE: 1" = 60' THIS MAP OF SURVEY AND REPORT CONTAINS 2 PAGES AND ARE NOT OWN. BY: M.S. FULL AND COMPLETE WITHOUT ONE ANOTHER. CKD. BY: M.C. PAGE 1 (OFFICIAL RECORDS BOOK 3287, PAGE 1809) LOT 5, BLOCK 1, OF HIDDEN RIVER ESTATES SUBDIVISION, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT, IN AND FOR ST. LUCIE COUNTY, FLORIDA, AS RECORDED IN PLAT BOOK 18, PAGE 14, TOGETHER WITH THE FOLLOWING DESCRIBED PROPERTY: BEGIN AT THE NORTHEAST CORNER OF LOT 5, BLOCK 1, OF HIDDEN RIVER ESTATES, A SUBDIVISION RECORDED IN PLAT BOOK 18, AT PAGES 14, 14A THROUGH 14B, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE RUN NORTH 89"47'08" EAST, ALONG THE EASTERLY EXTENSION OF THE NORTH LINE OF SAID LOT 5, TO THE WESTERN SHORE OF THE LAGOON SHOWN ON THE PLAT OF HIDDEN RIVER ESTATES; THENCE MEANDER SOUTHEASTERLY, ALONG SAID SHORELINE, TO THE EASTERLY EXTENSION OF THE SOUTH LINE OF SAID LOT 5; THENCE RUN SOUTH 89°47'08" WEST, ALONG THE EASTERLY EXTENSION OF THE SOUTH LINE OF SAID LOT 5, TO THE SOUTHEAST CORNER OF SAID LOT 5; THENCE RUN NORTH 51°09'39" WEST, ALONG THE EAST LINE OF SAID LOT 5, A DISTANCE OF 158.70 FEET, TO THE POINT OF BEGINNING. ALL LYING AND BEING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. NOTES: THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE, AS ESTABLISHED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIEDTO THIS SURVEYOR, EXCEPT AS SHOWN. NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. THIS SURVEY ODES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS, UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT ASSHOWN. ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES "X (SHADEDT AND AE (ELEVATION 4.3) PER FLOOD INSURANCE RATE MAP #12111CO279 K, DATED FEBRUARY 2, 2020, THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988, PRIMARY BENCHMARK IS PORT ST. LUCIE BENCHMARK NO, 793, ELEV. 11.99. THE BEARING BASE FOR THIS SURVEY IS N89°47'OB"E ALONG THE NORTH PROPERTY LINE OF LOT 5, PER PLAT. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE PARTY OR PARTIES. LEGEND & ABBREVIATIONS PLS PROFESSIONAL LAND SURVEYOR PSM - PROFESSIONAL SURVEYOR & MAPPER LB = LAND SURVEYING BUSINESS ¢ - CENTERLINE R - RADIUS L - LENGTH A - DELTA ANGLE E/P - EDGE OF PAVEMENT B/C - BACK OF CURB B.M. - BENCHMARK POC - POINT OF COMMENCEMENT POS - POINT OF BEGINNING 0 - (IRC) IRON ROD & CAP IRC - IRON ROD & CAP 17 - (CM) CONCRETE MONUMENT CM - CONCRETE MONUMENT FD - FOUND P.U.E. - PUBLIC UTILITY EASEMENT F.F.E. - FINISH FLOOR ELEVATION BSB - BUILDING SETBACK LINE P/K - PARKER-KALON R/W - RIGHT OF WAY A/C - AIR CONDITIONER CONC. - CONCRETE - ELECTRIC TRANSFORMER - UTILITY RISER - LIGHT POST - WELL - HYDRANT - GATE VALVE - WATER METER 235 - NAVD - x�3? — EL./ELEV. — CMP - CAP - - OAK TREE WITH DIAMETER IN INCHES GUY WIRE WOOD UTILITY POLE SEPTIC TANK DRAINAGE INLET MITERED END SECTION (MES) PROPOSED DRAINAGE PROPOSED GRADE NORTH AMERICAN VERTICAL DATUM TYPICAL ELEVATION ELEVATION CORRUGATED METAL PIPE CORFTED ALUMINUM PIPE PALM TREE WITH DIAMETER IN INCHES VERO BEACH SURVEYING, INC. LB 8438 1874 ROBALO DR, VERO BEACH, FL 32960-5229 772-567-1553 www.verobeachsurveying.com �( verobeachsurveying@gmail.com THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE DATE REVISIONS BY JOB#20-633 AND THE ORIGINAL RAISED SEAL OF THE FLORIDA DATE: 06/14/21 LICENSED SURVEYOR AND MAPPER NAMED BELOW. SCALE: 1" = 60' OWN. BY: M.S. CKD. BY: M.C. THIS MAP OF SURVEY AND REPORT CONTAINS 2 PAGES AND ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER. MATTHEW CROWLEY, PROFESSIONAL SURVEYOR AND MAPPER #7214 PAGE2