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