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Home My WebLink AboutAS BUILT SURVEY 12-17-199 I S10 -7 - 6 S'.go uid« BENCHMARK FD P/K NAIL & DISK PCP 1-13#6905 AT POINT OF INTERSECTION ELEV.=4.02' NAVD 1988 N N \ 5VO' UAUTY EASEMENT v a z C O Z 5 mZ 13 mz I � N �o C�1 ;.0 � s LOT 31 SINGLE FAMILY RESIDENCE F.F.E.= 6.61' 2-57LWY RESIDENCE F.F.E-6.67' RECELVED DEC 1$ 7.019 \ Permtiton ale@CAS I St. W �\ �\ N N C w 91 o �9 00, 4.20 \ Q . el ;ClN. 50.n, --Ai v p xcjy s.6 p cs \ m POOL EQUIP. O ' 2 j / ELEV.= 6.17' \ a A/C PAD m p / w EL V = 6.28' \ A o�\ LOT 33 \ z VACANT m 0 ie FD P/K NAIL & DISK n� e STRADDLE POINTS 3' OFFSET9X1"'te FPpi / POINT OF INTTSEC / / * LEGAL DESCRIPTION: LOT 32, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA GRAPHIC SCALE I 30 0 15 30 I I I® I ( IN FEET ) North 1 inch = 30 ft. PLAITSURVEY FOR: PHOENIX HOMES TRYPE: AS b°U'IiLT'' DATE: 12/18/19 FROJ=NO.13=024=32 F.B. 292 PG.60 DWN. BY: T.B. SCALE: 1" = 30' CKD. BY: C.H.B. I THIS PLAT AND REPORT ARE NOT VALID ITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON WHICH J SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED REPORT. THE PI�.AT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER. SCANNED 13Y St Lucie County BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' MIN. SIDES - 7.5" ADDRESS: 3906 DUNE SIDE DRIVE MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: LB6905@BELLSOUH.NET PG 1 OF 2 Report of Survey: (Project #13-024-32) REVISION #1) FORMBOARD 01/21/19 CHB REVISION #1) AS -BUILT 12/18/19 NJL * TYPE ;OF SURVEY: AS -BUILT * THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 * PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: CHARLES H. BLANCHARD P.S.M.# 5755 * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT TIN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. * THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LIAST DATE OF FIELD WORK WAS: 12/12/19 * BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N22'30'39"W FOR THE CENTERLINE OF DUNE SIDE DRIVE; SAID BEARING IS IDENTICAL WITH THE PLAT TO BE RECORDED. * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. i * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. * LEGALDESCRIPTION IS AS PROVIDED BY THE CLIENT. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X" AND AE-4' . PER FLOOD INSURANCE RATE MAP #12111C0093 J, DATED JAN. 6, 2012. * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM, (NAVD), OF 1988. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 1.49' NAVD. * ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN *ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. OR CONSTRUCTION. Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER `� - WOOD UTILITY POLE I LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE C. - CENTERLINE OAK TREE ® CABLE T.V. BOX R - RADIUS ® - ELECTRIC BOX L - LENGTH - LIGHT POST A - DELTA ANGLE - - EDGE OF PAVEMENT PALM TREE ® - p � WELL E/P B/C - BACK OF CURB _ - HYDRANT GATE VALVE B.M. - BENCHMARK N - IRRIGATION VALVE !POC - POINT OF COMMENCEMENT % PINE TREE ® - WATER METER POB - POINT OF BEGINNING ® - SANITARY MANHOLE o (PCP) PERMANENT CONTROL POINT E) - SANITARY SERVICE PCP - PERMANENT CONTROL POINT - 1 SEPTIC TANK 91 - (PRM) PERMANENT REFERENCE MONUMENT - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT IN - CURB INLET O - (IP) IRON PIPE 119 SURFACE INLET IP - IRON PIPE ® - MITERED END SECTION O - (IRC) IRON ROD & CAP - CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP �— - STREET SIGN 0 - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE CM - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM FD - . FOUND A35 - TYPICAL ELEVATION (M) - MEASURED A/C - AIR CONDITIONER (P) _ PLAT CONC. - CONCRETE (C) - CALCULATED (DE) - DRAINAGE EASEMENT F.F. - FINISH FLOOR (OA) - OVER ALL (AE) - ACCESS EASEMENT BSB - BUILDING SETBACK LINE EL./ELEV. - ELEVATION Certified TO: R\W - RIGHT OF WAY 1) PHOENIX HOMES ACR - ABOVE CROWN OF ROAD �2) 3) THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE MERIDIAN AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LAND SURVEYORS LICENSED SURVEYOR AND MAPPER NAMED BELOW. 1717 MIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 l i8 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: LB6905@BELLSOUH.NET MATTHEW CROWLEY, P.S.M. #7214 PG20F2