HomeMy WebLinkAboutBOUNDARY SURVEY-FORM TIE-INM N LOT 5
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TND NAIL HOLE 1— 27.00' m z
0.33' S a.45' E N70'45'20'E - ^�
FND 5, ois 1—
UN 007�.04E
512Z"W 7> FND 5/8" e
1'90" _ IB & WITNESS CAP
193,ga' �. 0.04' W
AC ACRE CHID CHORD EOP EDGE OF PAVEMENT
A/C AIR CONDITIONER CONC CONCRETE EOW EDGE OF WATER
ALUM ALUMINUM CBS CONC. BLOCK STRUCTURE EM ELECTRIC METER
ANC ANCHOR CM CONCRETE MONUMENT ES ELECTRIC SERVICE
APPROX APPROXIMATE CNR COULD NOT READ ELEV ELEVATION
AVE AVENUE CPP CONCRETE POWER POLE ENCL ENCLOSURE
BRG BEARING COR CORNER X 17.00 EXISTING ELEVATION
BLK BLOCK COV COVERED FT FEET
BLVD BOULEVARD CMP CORRUGATED METAL PIPE F FIELD MEASUREMENT
BLDG BUILDING CVG CONCRETE VALLEY GUTTER FNC FENCE
BM BENCHMARK 0 DEED FfE FINISHED FLOOR ELEVATION
CAN CABLE TELEVISION BOX D/F DRAINFIELD FH FIRE HYDRANT
C CALCULATED DE DRAINAGE EASEMENT FPL FLORIDA POWER & LIGHT
CB CATCH BASIN ^ DRAINAGE FLOW FIND FOUND
A CENTRAL ANGLE ESMT EASEMENT GOUT GOVERNMENT
CLF CHAINUNK FENCE EOC EDGE OF CONCRETE HSE HOUSE
1. PROPERTY ADDRESS: ANACOSTIA PLACE
2. CERTIFIED TO: MANNY NEGRERIO
AS
m,IY..
vll
I & E
INGRESS & EGRESS EASEMENT
N & IT
NAIL & TIN TAB
P
PLAT
INV
INVERT
N & W
NAIL & WASHER
PET
PLATBOOK
IB
IRON BAR
NOVO
NATIONAL GEODETIC VERTICAL DATUM
PCC
POINT OF COMPOUND CURVATURE
IP
IRON PIPE
NO 10
NO IDENURCA71ON
PC
POINT OF CURVATURE
IB & C
IRON BAR & CAP
NHS
NOT TO SCALE
PI
POINT OF INTERSECTION
IP & C
IRON PIPE & CAP
NAD
NORTH AMERICAN DATUM
POET
POINT OF BEGINNING
L
ARC LENGTH
ORB
OFFICIAL RECORD BOOK
POC
POINT OF COMMENCEMENT
LE
LANDSCAPE EASEMENT
O/S
OFFSET
POE
POINT OF ENCROACHMENT
LB
LICENSED BUSINESS NUMBER
OH
OVERHANG
PRC
POINT OF REVERSE CURVATURE
LP
LIGHT POLE
OHW
OVERHEAD VIRE
PT
POINT OF TANGENCY
LAE
LIMITED ACCESS EASEMENT
PG
PACE
PP
POWER POLE
MAC
MAG NAIL
PK
PARKER—KALON NAIL
PUE
PRIVATE UTILITY EASEMENT
ME
MAINTENANCE EASEMENT
PK & TT
PARKER—KALON NAIL & TIN TAB
PLS
PROFESSIONAL LAND SURVEYOR
MH
MANHOLE
PK & W
PARKER—KALON NAIL & WASHER
C
PROPERTY LINE
MHWL
MEAN HIGH WATER LINE
PVMT
PAVEMENT
PROP
PROPOSED
NL
NAIL
PRM
PERMANENT REFERENCE MONUMENT
• 17.00
PROPOSED ELEVATION
NOT VALID WITHOUT THE SIGNATURE AND THE NOTES:
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
MAR
TI ON MAP
I.W.L.
44' NAVD 88
BY ANGLE
ISTANCE
10/08/2008
LEGAL DESCRIPTION
LOT 4, ANACOSTA, AS RECORDED IN
PLAT BOOK 43, PAGES 1 & 1 A, PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
PRO
PRORATED
SIB
SUBDIVISION
R
RADIUS
T
TANGENT
RAO
RADIAL
ICE
TEMPORARY CONSTRUCTION EASEMENT
RRS
RAILROAD SPIKE
TOO
TOP OF BANK
RNG
RANEE
TOE
TOE OF SLOPE
RLS
REGISTERED LAND SURVEYOR
TWP
TOWNSHIP
RCP
REINFORCED CONCRETE PIPE
TRANS
TRANSFORMER
R/W
RIGHT OF WAY
TIP
TYPICAL
SS
SANITARY SEWER
UDE
UTILITY & DRAINAGE EASEMENT
SECT
SECTION
UE
UTILITY EASEMENT
SET I.B.
SET 5/8 IRON BAR & CAP #4049
U/G
UNDERGROUND
SET PK
SET PK NAIL & WASHER /4049
WF
WOOD FENCE
S/T
SEPTIC TANK
WM
WATER METER
S/W
SIDEWALK
WV
WATER VALVE
SOT
SOUTHERN BELL TELEPHONE BOX
WPP
WOOD POWER POLE
S/F
SQUARE FEET
•
DIAMETER
Date of field survey.
10/08 2008
1. Survey of description as furnished by Client.
SURVEYOR AND MAPPER. 2. Lands shown hereon were not abstracted for easements and/or
STEPHEN J.
STEPHEN J. BROWN,
REGISTRATIC
e-SURVfYOR AND MAPPER
STATE VFLORIDA
rights —of —way of record.
3. All bearings are referenced to the Florida State Plane Coordinate
System, NAD 88/93.
4. Elevations shown Hereon are relative to North American Vertical
Datum of 1988, and are based on bench mark.
5. There are no above ground encroachments, unless otherwise shown.
6. The National Flood Insurance Program designation as indicated oil
the F.E.M.A. Map Panel No. 12111CO191G dated 1110111992 .
locates the parcel in Zone . AE & VE . base flood elevation 7.8.9.10 & 12
to any scaling and interpolation factors associated with mapping of this
accuracy. This data is an interpretation by the surveyor and is provided
as a courtesy. The flood zone(s) should be verified by a determination agency.
7. Underground foundations & utilities not located unless shown.
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DRAWN
S.J.B.
CHECKED
S. J. B.
DATE
10 08 2008
SCALE
1" — 30'
JOB NO.
4612-01-01
SHEET
ONE
OF ONE SHEETS
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