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Home My WebLink AboutBOUNDARY & TOPOGRAPHIC SURVEY-.j ..... . ...... 1— — — — — — -- -_ ._� ._._........ — . _ .... .................:.. I LI I ............_............: co-�r C�,r,�, _ _...... _ D11NF�S10F �RI OF 40' R/lip t�R�Va rF1 D rt�IL-f1r rf— o nct)ID7 Al 22:30'39" 1397. 51 ' — 5.55 —fD 6/' a 1�C 'r I I L I 5X10' uTILITY X9; BENCHMARK FD Pr'K NAIL h DISK PCP 1-13#6905 T POINT OF I NTERSECTION ELEV.=5.50' NGVD 1929�� 7.97' i I I LOT 24 i (VACANT) � h I N I i r4t j ( 59' Lti I N rfooffe *wool i I ALL APPLICABLE CODES. 15' p241PJAGE EASEY� ^!T LOT 16 (VACANT) 5.62 N 22:30'39 "W 185, 0' (P) 182.10' (m --....__._................ ... C 5.37 .......................... -._ .-- --- .._._------------- ......... _...._/ .. .. .. .... �r• I 22 30 39 "W 75, 00 PA6 )0 ACCESS AND uTIL1Tr' [AS[MEN; OPEN C G.46 8.0.3 ' 24.21 FORMBOARO 14 L OCA T1ON I TOP OF FORMS o; �.63 A VG. EL = 7.. 80' (6'9' 19 I LOT 26 rn j PROPSED vl1 16.26' I F' F. EL. 7.60 N Hse. N � T 2.P..� � ..49 522 30 39 E78:'[lU FD 5/8" IRC 1816905 LOT 17 (VACAAl T) LOT 18 (VACANT) CON AR -nq5 RESPONSIBILITY OF THE ED FASTENERS OR LEGAL DESCRIPTION: CONTRACTOR OR RECORD LOT 25, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, BONZE IN tC4 I• OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FI_ORID4Z") ST. LUCIE COUNTY BUILDING DIVISION G R A'P H I C S C A LRgVIEWED FOR COMPLIANCE - - REVIEWED BY ✓j 30 0 1,, DATE so I I I nl a ■—A . N PERMIT MUST BE KEPT ON JOB NO INSPECTIONS) WILL BE MADE . ( IN FEET ) 1 inch 30 ft. Nc)rth FILE COPY PLAT OF SURVEY FOR: TYPE: BOUNDARY & TOPOGRAPHIC DATE, 10/27/15 PROD. NO, 13-024-25 F.B. 225 PG. 38 DWN. BY: B.D.Y. SCALE: 1" = 30' CKD. BY: C.H.B. THIS PLAT AND REPORT ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED REPORT. THE PLAT AND REPORT ARE NOT PULL AND COMPLETE WITHOUT ONE ANOTHER. BUILDING SETBACKS (BSB): FR "N T - 2.5' REAR - 15' MIN. SIDES — 7.5' ADDRESS: 3907 DUNESIDE DRIVE MERIDIAN LAND SURVEYORS 17171NVIAN RIVER BLS 1.),.SI.I'I'E2U1 VEROI81-:A(.:H., Fi.. 32901) LM69115 PION@:: 772-794-1213, V%X:?72-794.1096 E-9'L4)L: L•B69l)5/d,BELLS0VTH-NET PG 1 OF 2 t �J Report of Survey: (Proje,ct #13-024-25) * TYPE OF SURVEY; BOUNDARY & TOPOGRAPHIC p m ! o THIS SURVEY PERFORMED BY: o a MERIDIAN LAND SURVEYORS LB#6905 I ~ 1717 INDIAN RIVER BOULEVARD, SUITE 201 o� VERO BEACH, FLORIDA 32960 F= * PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: o CHARLES H, BLANCHARD P.S.M.# 5755 J; * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA 2 STANDARDS OF PRACTICE (5J-17. FAC) IS SUBURBAN. THE MINIMUM m in RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN M > 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC o w FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. ul * THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE, AS ESTABLISHED IN CHAPTER 5J-17. ` i FLORIDA ADMINISTRATIVE CODE. - ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. = THE LAST DATE OF FIELD WORK WAS: 01 /20/16 w THE BEARING BASE FOR THIS SURVEY IS S 22°30'39"E ALONG THE CENTERLINE OF DUNESIDE DRIVE AS SHOWN ON THE PLAT THEREOF. • 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. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X", PER FLOOD INSURANCE RATE MAP' #12111CO093 J, DATED FEB. 16, 2012. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODECTIC VERTICAL DATUM OF 1929. THE PRIMARY BENCHMARK FOR THIS SURVEY IS: NATIONAL GEODETIC SURVEY MONUMENT P 633, ELEVATION 2.97' NGVD (1.49' NAVD, PUBLISHED): SITE BENCHMARK AS SHOWN ON PAGE 1 OF 2. " ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED, TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. Legend & Abbreviations: (symbols not sc:aleable for size) PLS - PROFESSIONAL LAND SURVEYOR PSM - PROFESSIONAL SURVEYOR & MAPPER LB - LAND SURVEYING BUSINESS C. - CENTERLINE R - RADIUS L - LENGTH & - DELTA ANGLE E/P - EDGE OF PAVEMENT B/C - BACK OF CURB B.M. - BENCHMARK POC - POINT OF COMMENCEMENT POO - POINT OF BEGINNING n - (PCP) PERMANENT CONTROL POINT PCP - PERMANENT'CONTROL POINT 91 - (PRM) PERMANENT REFERENCE MONUMENT PRM - PERMANENT REFERENCE MONUMENT 0 - (IP) IRON PIPE IP - IRON PIPE ® - (IRC) IRON ROD & CAP IRC - IRON ROD & CAP . 0 - (CM) CONCRETE MONUMENT CM - CONCRETE MONUMENT FU - FOUND OAK TREE (M) - MEASURED (P) - PLAT. _ PALM TREE (C) - CALCULATED £;;� EL./ELEV. - ELEVATION . P/K - PARKER KALON Certified To: 1) 2) 3) 4) E — GUY WIRE cQ-) - WOOD UTILITY POLE ® - TELEPHONE SERVICE ® - CABLE T.V. BOX' 2 - ELECTRIC BOX - LIGHT POST WELL - HYDRANT P4 - GATE VALVE - IRRIGATION VALVE c - WATER METER OS - SANITARY MANHOLE - SANITARY SERVICE - SEPTIC TANK D - DRAINAGE MANHOLE ® - CURB INLET ® - SURFACE INLET ® - MITERED END SECTION - DRAINAGE -cT - .CONCEPTUAL STREET SIGN 73.5 - PROPOSED GRADE NAVD - NORTH AMERICAN VERTICAL DATUM %2}5 - TYPICAL ELEVATION A/C - AIR CONDITIONER CONC. - CONCRETE F.F. - FINISH FLOOR BSB - BUILDING SETBACK LINE R\W - RIGHT OF WAY AS - AS -BUILT A,E - ACCESS EASEMENT U.E - UTILITY EASEMENT ICI - RECLAIMED WATER METER THIS SURVEY?I'. r^_ AND,; THE `OR1,GI GIPEt�SE�u StiR� MERIDIAN LAND SURVEYORS 1717 INDI.AN RIVER .B1: VD, :iIJI'I E 201 PI-IONF: 772-794-121.3, liAX: 772-794I 109G IE-111:AIL: LB690-_i;0)BiE1..i.,S0k1'.I KNEE S .;,VALID: WITHOUT THE SIGNATURE "AISED EAt OF THE FLORIDA Ptl� MAPPER NAMED BELOW.