HomeMy WebLinkAboutFinal SurveyPARGEL D-3
PER THE PLAT OF 5AVANNAH CLUB
PLAT No. FOUR PLAT BOOK 30. PAGE 15
__F
LO I 6
THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE -
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER,
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WI.LLIAM E. HAY T A
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KMA Engineering & Surveying, LLC
Consulting Engineers & Surveyors
2345141h St, Suite 3 Vero Beach, Fl. 32960
Phone: (772) 569-6680 Fax: (772) 770-3446 E-Mail: survey@kmafl.com
Certificate of Authorization Number: L.B,8351
SKETCH
CHECKED BY:
W.E.H.
DRAWN BY:
T.B.
FIELD BOCK`
SEE
PAGE NO:
FILE
FIELD DATE:
NN
SCALE:
1 "=20'
(O.
1Q-2 51
21-2187
LEGEND
OF SURVEY ABBREVIATIONS
LENGTH
A
DELTA ANGLE
I.
A/C
AIR CON➢ITIONER
#
LIGHT POLE
AVE.
AVENUE
M.
MEASURED
AVG,
AVERAGE
M,H.
MANHOLE
B.B.
BEARING BASE
M.H.W.L,
MEAN HIGH WATER LINE
B.M.
BENCH MARK
MON.
MONUMENT
BLK.
BLOCK
N&D
NAIL L DISK
BLVD,
BOULEVARD
N.
NORTH
C.
CURVE
No.
NUMBER
C.B.
CHORD BEARING
N.IC,
NOT INCLUDED
C.B.S.
CONCRETE BLOCK
GAV.
OVERHEAD WIRES
.M
STRUCTURE
CHORD DISTANCE
PG.
PR
PAGE
PARKER KALON NAIL
CLF,
CENTERLINE
CHAIN LINK FENCE
P
PLAT
C.D,
CHORD DISTANCE
P,C.
POINT OF CURVATURE
C.M.
CONCRETE MONUMENT
p,C.P.
PERMANENT CONTROL POINT
C.M.P.
CORRUGATE➢ METAL PIPE
P,I
POINT OF INTERSECTION
CDNC.
CONCRETE
pL.
PROPERTY LINE
C.R.
COUNTY ROAD
p,M.
POWER METER
CT.
COURT
P,Q.B.
POINT OF BEGINNING
C/S
CONCRETE SLAB
RG.C.
POINT OF COMMENCEMENT
CDR.
CORNER
PRC
POINT OF REVERSE CURVE
D.
DEEDB.
RRA.
PERMANENT REFERENCE MONUMENT
D.
DEED BOOK
PROPtt.
POWER POLE PROPOSED
OEP
DEPARTMENT OF
RAD.
RADIAL OR RADIUS
ENVIRONMENTAL PROTECTED!
R/W
RIGHT OF WAY
D
DISTANCE
S.
SOUTH
DNR
DEPARTMENT OF
SEC.
SECTION
NATURAL RESOURCES
SOFT.
SQUARE FEET
DR.
DRIVE
S.R.
STATE ROAD
E.
EAST
ST.
STREET
EASE.
EASEMENT
STA.
STATION
ELEC.
ELECTRICAL
STRUC.
STRUCTURE
EL.
ELEVATION
SUB.
SUBDIVISION
E.D.W.
EDGE OF WATER
T.B.M.
TEMPORARY BENCH MARK
F.F.
FINISHED FLOOR
TELE,
TELEPHONE
FND.
tl
FOUND
T.G.B.
TOP OF BANK
F.P.L.FLORIDA
FIRE HYDRANT
POWER 4 LIGHT
TOPO,
TOPOGRAPHICAL
I.P.
IR
IRON PIPE
TR
TRACT
IRON ROD
TWSP.
TOWNSHIP
INVI.R.
INVERT
U L D
UTILITY L DRAINAGE
F/N
FOUND NAIL
U.R.
UNREADABLE
GO
GR.
GOVERNMENT
W.
WEST
GR.
GRADE
CV
WATER METER
ONO.
GROUND
WV
WATER VALVE
HORZ.
HORIZONTAL
COMBINED LOTS
H.P. HIGH POINT
H.W. HEAD WALL
LEGAL DESCRIPTION- ALL OF LOT G. BLOCK 75
FAIRWAYS AT 5AVANNAH CLUB, REPLAT No.1
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK
57, PAGE 43 OF THE PUBLIC RECORDS OF ST. LUCIE CO..
FLORIDA. SAID LANDS LYING IN ST. LUCIE CO.. FLORIDA.
CONTAINING 0.15 ACRES MORE OR LESS
SURVEY NOTES:
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR
RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD.
2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
NAMED INDIVIDUALS
3. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT.
5. NO STRUCTURES OR UTILITIES THAT ARE BENEATH THE
SURFACE HAVE BEEN LOCATED.
6. ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED WITH
AN 18' LONG #5 REBAR
ALL FOUND CAPS ARE A 5/8- ROD WITH A CAP AS
LABELED ON SURVEY.
ALL FOUND REBAR ARE A 5/8- ROD UNLESS OTHERWISE
NOTED.
7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS
OTHERWISE NOTED.
8. BEARING BASE ON NORTH LINE OF LOT 6.
9. ORIGINAL IRC BM: RAY EL.=15.38' NAVD 88.
10. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D.
(1988), UNLESS OTHERWISE NOTED.
CERTIFIED TO:
SAVANNAH CLUB
L-1
N00024'5B'E
3G.48'
G-1
R=
975.00'
A=
1°40'02`
L=
2B.37'
GB=N01°14'59'E
GD=2B.37'
DATE: REVISIONS:
03/19/21 ADDED SITE
03/19/21 AS —BUILT SURVEY
L-2
S00024'5B'W
3G.4B'
G-2
R=
B75.00'
A=
1040'00'
L=
25.45'
GB=N01°14'5B'E
GD=25.45'
FLOOD ZONE: X
BY: EFFECTIVE DATE: 12/4/12
PNL NO.: 12061CO283 J
LEH I® INDICATES EXISTING ELE\
501 INDICATES AS -BUILT ELEVATIC
ELEVATIONS ARE FOR CALC.
PURPOSES ONLY.
THERE ARE NO WELLS OR SEPTICS
WITHIN 100' OF PROPERTY UNLESS
SHOWN.