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Home My WebLink AboutSurveyOct., , ob..,q, W IV ,►� I '¢ p Q 14 �v OC�U� p Ic �� M yt�ii�W II � w o. o�Ho�s000s O ry=��0 I cn v a N W h Fla - ell oo,� Z 00 Z CO Ld m N 0 3 U) ■ i Z LL W 2 =<w L N 0 J . cow�¢ r N c�M z�a hC� r CL �� w w O¢NOOD Li. r O d LLI xw H~�a Z O_❑ -= �' �" CO--J—o O-w-,o(--O- — > z p x m OU~-O LL: W Q owZQcx� J Z�ww t~-u z w w < >- F§��WLI WZ_W<=z W >N- LJ� Q CJ (� LL '2 < < x o< W. O U_ ❑ U LL U�YO D ZOO J U �N a=WWxwao LUoiW- w ❑ OZO0 m p °� ❑ U) LL Z 0 r O(L zxwQ �opoIoxw-❑ Q YOJO . .o mp ¢ogzWi ~d z Q� Lu -7Zo:5w0nJOQw 5w<W JQ _IyI— LL SnU =2zz06¢wO=x�= F- COLLZmF-� N LL. 0 w A. • TYPE OF SURVEY: BOUNDARY • THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 e PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: MATTHEW CROWLEY P.S.M.# 7214 • THIS SURVEY MEETS OR EXCEEDS;ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE, AS ESTABLISHED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. e ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF • THE LAST DATE OF FIELDWORK WAS: 08/15/20 • THE BEARING BASE FOR THIS SURVEY IS N 31 °31'45"E ALONG THE CENTERLINE OF QUEEN ISABELLA COURT PER PLAT. • 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. I • 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 • 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. • 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. • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP #12111 C0089 K, DATED FEBRUARY 19, 2020. • THE ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. PRIMARY BENCHMARK IS NGS BM "P633" WITH AN ELEVATION OF 1.49 NAVD 88. ONSITE BENCHMARKS ARE AS SHOWN. Legend & Abbreviations: (symbols not scaleable for size) AB - AS -BUILT AC - AIR CONDITIONER B/C - BACK OF CURB B.M. - BENCHMARK BLK - BLOCK BSB - BUILDING SETBACK LINE (C) - CALCULATED CM - CONCRETE MONUMENT CONC.- CONCRETE EL. - ELEVATION E/P - EDGE OF PAVEMENT FD - FOUND F.F.E. - FINISH FLOOR ELEVATION H.P. - HIGH POINT I.P. - IRON PIPE I.R.C. - IRON ROD & CAP L - LENGTH LB - LAND SURVEYING BUSINESS (M) - , MEASURED NAVD - NORTH AMERICAN VERTICAL DATUM (NR) - NON -RADIAL (P) - PLAT PCP - PERMANENT CONTROL POINT P/K - PARKER KALON PLS - PROFESSIONAL LAND SURVEYOR POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PRM - PERMANENT REFERENCE MONUMENT PSM - PROFESSIONAL SURVEYOR & MAPPER R - RADIUS (R) - RADIAL RAN - RIGHT OF WAY Certified To: MERIDIAN LAND SURiVEYORs 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX. 772-794-1096 EMAIL: LB6905@BELLSOUTH.NET I ® - CABLE TV BOX CENTERLINE E] - (CM) CONCRETE MONUMENT ==> - CONCEPTUAL DRAINAGE 90 - CURB INLET A - DELTA ANGLE Q - DRAINAGE MANHOLE ® - ELECTRIC BOX (� - GATE VALVE GUY WIRE �o _ HYDRANT b IRON PIPE O - IRON ROD & CAP - IRRIGATION VALVE - LIGHT POST ® - MITERED END SECTION o - (PCP) PERMANENT CONTROL POINT ® (PRM) PERMANENT REFERENCE MONUMENT 23.5 _ PROPOSED GRADE S SANITARY MANHOLE - SANITARY SERVICE ® - SEPTIC TANK -� - STREET SIGN 0 - SURFACE INLET ® - TELEPHONE SERVICE ,ab - TYPICAL ELEVATION ® - WATER METER ® - WELL THIS SURVEY 15,hlQ7 VALID1,6TRQUT THE SIGNATURE AND THE OR!GINAURAISED SEAL OF THE FLORIDA LICENSED.SURVEYOR AND MAPPER NAMED BELOW. R/9 MATTHEW CftGWLEY, P.S.M. #7214 PAGE 2OF2 Z1K'oABnO �les�$Od1JOB5�MI5CYf"FRQI�UEFNSmVEIO} Rtlxg.N1B/2020103Q1B PJd