HomeMy WebLinkAboutformboard surveyLEGEND
A
— DELTA (CENTRAL ANGLE)
O/S
— BUILDING OFFSET
a�
(IL
— CENTER LINE
O.R.B.
— OFFICIAL RECORD BOOK
+
A/C
— AIR CONDITIONER
P.B.
— PLAT BOOK
A.K.A.
— ALSO KNOWN AS
P.C.
— POINT OF CURVATURE
ALUM.
— ALUMINUM
P.T.
— POINT OF TANGENCY
59 ' N
B.E.
— BUFFER EASEMENT
PGS.
— PAGE(S)
C.B.
— CATCH BASIN
P.R.M. ■
— PERMANENT REFERENCE MONUMENT
Y sg
C.O. ®
— CLEANOUT
PROP.
— PROPOSED
u54� $� 289
CLF
— CHAIN LINK FENCE
R.
— RADIUS
CONC.
— CONCRETE
R/W
— RIGHT—OF—WAY
52
51
COV.
— COVERED
RGE.
— RANGE
D.E.
— DRAINAGE EASEMENT
SEC.
— SECTION
'
ELEC.
— ELECTRIC
S.L.C.R.
— ST. LUCIE COUNTY RECORDS
14
ELEV.
— ELEVATION
SQ. FT.
— SQUARE FEET
EQUIP.
— EQUIPMENT
TWP.
— TOWNSHIP
ESMT.
— EASEMENT
TYP.
— TYPICAL
'b
EXIST.
— EXISTING
U.E.
— UTILITY EASEMENT
17
F.H.
— FIRE HYDRANT
W.E.
— WATER EASEMENT
,s
F.P.L.
— FLORIDA POWER & LIGHT
W.M. p
— WATER METER
9 a 29
FIN.
— FINISHED
oa.00
— DENOTES PROPOSED ELEVATION
9 "
FLR.
— FLOOR
o�oo
— DENOTES EXISTING ELEVATION
8 22
FND.
—FOUND
..
— DIRECTION OF FLOW
; 2LOCATION MAP
H.H.
— HAND HOLE
0
— DRAINAGE MANHOLE
5 25
NOT TO SCALE
I.R./CAP
— IRON ROD & CAP
@
— IRRIGATION CONTROL VALVE
INV.
— INVERT
— o"w —
— OVERHEAD WIRES
" 21
8
IRR.
— IRRIGATION
OO
— SANITARY MANHOLE
L
— ARC LENGTH
0
— SET 5/8" IR/CAP LB 3591
9
L.A.E.
— LIMITED ACCESS EASEMENT
— SIGN
°
L.P. *
— LIGHT POLE
(P.C.)
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25.00'
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25.00'
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30.33'-
O
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25.00'
LOT 5
BLOCK 3
N55-49'12"E(PLAT) 21.5
N5616'09"E(CALC)
� � D
�4
O ❑On
55.33'
110.00' Q1.0
rn
vy O '' ►
20.88'
N
O
� 13.33'
FORMBOARD
COV. w SURVEY
8.00' FIN. FLR. = 22.14'
(TOP OF FORMS)
58.67'
rn
0
N56016'09"E(CALC) 110.
N55-49'12"E(PLAT) 21.5
NOTES:
1. THIS SURVEY MAP, OR ANY COPIES THEREOF, ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND
SURVEYOR.
2. THE LANDS, AS SHOWN HEREON, WERE NOT ABSTRACTED FOR RIGHT—OF—WAY,
EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENT OF RECORD.
3. THE ELEVATIONS, AS SHOWN HEREON, ARE RELATIVE TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988.
4. BEARINGS SHOWN HEREON REFER TO RECORD PLAT AND ASSUMES THE EAST LINE
OF LOT 6, BLOCK 3, AS N34°10'48"W.
5. THE DESCRIPTION, AS SHOWN HEREON, IS IN ACCORD WITH THE INSTRUMENT OF
RECORD.
6. ANY UNDERGROUND FOUNDATIONS WERE NOT LOCATED.
7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY,
OR PARTIES, IS PROHIBITED, WITHOUT WRITTEN CONSENT OF SAID SIGNING PARTY,
OR PARTIES.
8. FLOOD ZONE: "X"; FIRM MAP NO. 12111C 0070J; COMMUNITY NO. 120285; DATED:
FEBRUARY 16, 2012.
9. BENCHMARK: NATIONAL GEODETIC SURVEY MONUMENT "EMERSON 1985", ELEVATION
= 6.081'.
10. PROPERTY ADDRESS: 5206 ARMINA PLACE
LOT 7
BLOCK 3
� D O
Z
O D �
8.66'
N
cn
O
o_
20.88'
p
21.0
GRAPHIC SCALE
0 10 20
( IN FEET )
0 v
O
O
a
_ ;o
rma
yr
r
70;
DESCRIPTION:
LOT 6, BLOCK 3, "WATERSTONE, PHASE 1", ACCORDING TO THE PLAT THEREOF,
AS RECORDED IN PLAT BOOK 52, PAGES 35 THROUGH 47, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
CONTAINING 5,170 SQUARE FEET OR 0.1187 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND
RIGHTS —OF —WAY OF RECORD.
CERTIFICATE:
I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON
DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE
AND BELIEF, AS SURVEYED UNDER MY DIRECTION, ON FEBRUARY 21, 2020. 1
FURTHER CERTIFY THAT THIS BOUNDARY SUR W6NVf [f6lj, E STANDARDS OF
PRACTICE SET FORTH IN CHAPTER 5J-1, i�T�fl gijy, �-6�ORIDA BOARD
OF PROFESSIONAL SURVEYORS AND M/' �.R �, �RIDA
STATUTES 472.027. e® .•�,���`�-10�;.
SHEET 1 OF 1 NOTE: IMPROVEMENTS SHOWN ARE PROPOSED UNLESS OTHERWISE NOTED.
17 CAUL_FIEL-D & WHEELER, INC.
CIVIL ENGINEERING - LAND SURVEYING
7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA 33434
RCE PHONE (561)-392-1991 / FAX (560-750-1452
WATERSTONE, PHASE 1
LOT 6, BLOCK 3 - BOUNDARY SURVEY
a p�py{ !10DAVID
REG. LAN1
STATE dP
ATE O
FORMBOARD SURVEY
6/24/2020
BCJ
REVISED DRIVEWAY
4/28/2020
EC
PERMIT SKETCH
2/21/20
EC
REVISIONS
DATE
BY
FILE NAME 8690_XLOT 6.dw
3A='kF 03 #3591
DATE
2 21 20
DRAWN BY
EC
F.B./ PG.
N/A
SCALE
1" = 20'
JOB NO.
8690