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HomeMy WebLinkAboutBoundary SurveySHEET 1 OF 2 (SURVEY SKETCH) SURVEY NOT COMPLETE WITHOUT ALL SHEETS MAP OF BOUNDARY SURVEY PREPARED FOR FRANCISCO GODINEZ PROPERTY FRONT VIEW m-C u POINT OF COMMENCEMENT NW CORNER OF LOT 1. BLOCK F. MARAVILLA HEIGHTS PLAT BOOK 5. PAGE 1 SB7' 401E 130.00' (D) s a a in o mc m 0 FCM 4 (NO FCM 4 (NC AERIAL PHOTOGRAPH NFP Fue I ITC 5CALE NOTES: PROPERTYAPPEARS 7*0 BE SERVICED BY PUBLIC UTBJ7YC.S. ' P.U.&D.E.- PUBLIC UTUTYAND DRAINAGE EASEMENT 01 201 -+�- 801 BEARINGS ARE BASED UPONTHE DEED BEARING FOR THE WESTERLYLINE OFBLOCKF, PER IMALDESCRiP17ON. I°oq.01 JOB FIE W--0REWSION- FIELD Know It Now, Inc. DATEA33- O5/06/2016 REVISION- DRAWNBY-M.W.S. REWSION- PROFESSIONAL SURVEYING AND MAPPING REWSION- REWSION- 3306 AVIATION BLVD, VERO BEACH, FL 32960 FLORIDA BUSDiESS CERTIFICATE OF AUTHORIZATION NUMBER LB 8912 Phone (772) 925-2250 L7 SHEET 2 OF 2 SURVEYDETAILS SURVEYNOT COMPLETE WPI'HOUT ALL SHEETS LEGAL DESCRIPTION: JOB NUMBER. 1605-003 FROM THE NORTHWEST CORNER OF LOT 1, BLOCK F, MARAVILLA HEIGHTS, ACCORDING TO THE PLAT THEREOFAS RECORDED W PLAT BOOK 5, PAGE, 1, OF FIELD WORK DATE: 0510612016 THE PUBLIC RECORDS OF ST. LUCIE, COUNTY, FLORIDA, RUN SOUTH 87°54'40" EAST ALONG THE NORTH LINE OF SAID LOT 1, 130 FEET; THENCE RUN SOUTH PROPERTY ADDRESS: 00*1743" WEST PARALLEL WITH THE WEST LINE OF SAID BLOCK F, A DISTANCE OF 600 FEET TO THE POINT OF BEGINNING,• THENCE CONTINUE SOUTH 00-1743" 3335 SUNRISE BLVD., FORT PIERCE, FL 34982 WEST, 100 FEET; THENCE RUN SOUTH 89"42'17" EAST TO THE WEST RIGHT -Op WAY OF SUNRISE BOULEVARD, THENCE RUN NORTRERLYALONG SAID FLOOD ZONE: THE SURVEY SITE APPEARS TO LIE IN FLOOD A OF THE SOUTH LINE RIGHT-OF-WAY TO A POINT THAT IS 100 FEET DUE NORTH OF THIS PARCEL, • THENCE RUN NORTH 89*42'17" WEST TO THE POINT OF ZONE W', ACCORDING TO THE FEDERAL EMERGENCY BEGINNING. BEING A PORTION OF LOTS 13 AND 14, BLOCK F, AFORESAID MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP MARAVILLA HEIGHTS. NUMBER 12111 C0188J, DATED FEBRUARY 16, 2012. SURVEYOR'S LEGEND FFE = FINSHED FLOOR ELEVATION FCC = POINT OF COMPOUND CURVATURE FIP = FOUND IRONPIPE PCP = PERMANENT CONTOL POINT A/C = AIR CONDITIONING FIPC = FOUND IRON PIPE AND CAP POB — POINT OF BEGINNING BB = BEARING BASIS FIR = FOUND IRON ROD POC = POINT OF COMMENCEMENT BFP = BACKFLOW PREVENTER FIRC = FOUND IRON ROD AND CAP PP = POOL PUMP BLDG = BUILDING IN = FOUND NAIL PRC = POINT OF REVERSE CURVATURE BLK = BLOCK FN&D = FOUND NAIL AND DISC PRM = PERMANENT REFERENCE MONUMENT BM = BENCHMARK FND = FOUND PT = POINT OF TANGENCY R = RADIUS C = CURVE FPK = FOUND PK NAIL CATV = CABLE T.V. RISER FPKD = FOUND PK NAIL AND DISC RNG = RANGE CB = CATCH BASIN FRRSPK = FOUND RAILROAD SPRM R/W = RIGHT OF WAY LINETYPES CL = CENTERLINE GAR = GARAGE S = SURVEY CLF = CHAIN LINK FENCE HYD = FIRE HYDRANT SEC = SECTION = BOUNDARYLINE CLP = CONCRETE LIGHT POLE ID = IDENTIFICATION SIR = SET IRON ROD AND CAP = STRUCTURE LINE CONC = CONCRETE L = LENGTH SPKD = SET PK NAIL AND DISC CP = CONTROL POINT LB # = LICENSED BUSINESS SV = SEWER VALVE — • • — • • — = CENTERLINE CPP = CONCRETE POWER POLE IS # = LICENSED SURVEYOR TBM = TEMPORARY BENCHMARK _ —EASEMENT LINE D = DEED M = MEARSURED TOB = TOP OF BANK DF = DRAINFIELD MB = MAP BOOK TWP = TOWNSHIP a o = FENCE LINE ELEV = ELEVATION MES = MITERED END SECTION TR = TELEPHONE RISER TYP = TYPICAL EM = ELECTRIC METER MH = MANHOLE HOW = EDGE OF WATER MLP = METAL LIGHT POLE W = v7rTNESS EP - EDGE OF PAVEMENT OHW = OVERHEAD WIRES WLP = WOOD LIGHT POLE WM = WATER METER F = FIELD P = PLAT FCM = FOUND CONCRETE MONUMENT PB = PLAT BOOK WPP = WOOD POWER POLE WV = WATER VALVE FDH = FOUND DRILL HOLE PC = POINT OF CURVATURE SURVEYOR'S NOTES 1. THIS SURVEY DOES NOT DETF.RMINF. OR INDICATE LAND OWNERSHIP. 2. THE SURVEYOR DID NOT RESEARCH OR ABSTRACT THE LAND RECORDS FOR RIGHTS -OF -WAY, EASEMENTS, RESERVATIONS, DEED RESTRICTIONS, ZONING REGULATIONS, SETBACKS, LAND USE PLAN DESIGNATIONS, ADJOINING DEEDS, LIENS, MURPHYACT RIGHTS -OF -WAY, AREAS OF LOCAL CONCERN, OR OTHER SIMILAR JURISDICTIONAL DETERMINATIONS. TO THE EXTENT THAT THIS TYPE OF INFORMATION IS SHOWN, IT IS SHOWN SOLELY ON THE BASIS OF INFORMATION PROVIDED BY THE CLIENT OR INFORMATION OTHERWISE KNOWN TO THE SURVEYOR AND MAY NOT BE COMPLETE. 3. UNDERGROUND UTILITIES, BUILD11VG FOUNDATIONS, AND OTHER UNDERGROUND FIXED WROVEMENTS WERE NOT LOCATED, UNLESS OTHERWISE INDICATED. TO THE EXTENT THAT THIS TYPE OF INFORMATION IS SHOWN, IT IS SHOWN SOLELY ON THE BASIS OF SURFACE INDICATIONS OBSERVED BY THE SURVEYOR AND MAY NOT BE COMPLETE. 4. JURISDICTIONAL WETLANDS AND ENDANGERED OR THREATENED SPECIES HABITAT, IF ANY, THAT MAY EXIST ON OR AROUND THE SURVEY SITE WERE NOT DETFRM17VED OR LOCATED. S. THE SURVEY DATE IS THE FIELD DATE SHOWN IN THE TITLE BLOCK, NOT THE SIGNATURE DATE. 6. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ELECTRONIC OR ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 7. FENCES SHOWN ON SURVEYARE FOR ILLUSTRATIVE PURPOSES ONLY. FENCE TIES SHOWNARE RELATIVE TO THE CENTER OF SAID FENCE. THE SURVEYOR WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM THE REMOVAL AND/OR CHANGES TO ANY FENCES UNLESS THE SURVEY WAS PROVIDED SPECIFICALLY FOR FENCE LOCATION PURPOSES. SURVEYOR'S- SIGNATURE CERTIFIED TO: NOT VALID WITHOUT E SIGNATURE AND ORIGINAL RAISED SEAL OR ELECTRONIC SEAL OF THE FRANCISCO GODINEZ FLORIDA LICENSED SURVEYOR BELOW. E SURVEYOR HEREBY CERTIFIES THAT THE ELECTRONIC SIGNATURE AND SEAL HEREON MEETS PROCEDURES SET FORTH IN CHAPTER 5J-17.062 OF E ACOPIA, LLC, ISAOA FLORIDA ADMINISTATIVE CODE, PURSUANT TO SECTION 472.025, FLORIDA STATUTES. THE SURVEYOR HEREBY CERTIFIES THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS, ST : LUCIE TITLE SERVICES, INC. s1FORM 052 of E FLORIDA ADMMINITHE FLORMA STRATNE OD PU�RSUANAN TO PERSSECCTIOON 472.027,FFLORIDA WFG NATIONAL TITLE INSURANCE COMPANY STATUTES. BILL HYATT DATE Know It Now, Inc. SURVEYOR AND MAPPER #4636 PROFESSIONAL SURVEYING AND MAPPING STATE OF FLORIDA 3306 AVIATION BLVD, VERO BEACH, FL 32960 Phone (772) 925-2250 FWRMA BUSDWS CERTIFICATE of AUTHORIZATION NUMBER LB 6912