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NGS CONTROL MONUMENT *NOTE*
NGS CONTROL MONUMENT A-30(94-77) STEM WALL TIES SHOWN HEREON ARE FROM
N670. 421"E THE FACE OF THE BLOCK.
A-29(94-77) N:1150065.49'
N:1,147,644.03 E:882771.97' _ 19 5 6O, 303,
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ABBREVIATIONS
ASHP = ASPHALT
O.R.
= OFFICIAL RECORDS
BM = BENCHMARK
(P)
= PLAT DISTANCE
B5T = BELL50UTH TELEPHONE RISER
PAVE.
= PAVEMENT
(C) = CALCULATED
P.B.
= PLAT BOOK
C.C.C.L.= COASTAL CONSTRUCTION
PG.
= PAGE
CONTROL LINE
PK
= PARKER KALON NAIL
CE = COVERED ENTRY
PK&D
= PARKER KALON NAIL & DISK
CTV = CABLE TV RISER
P5M
= PROFESSIONAL SURVEYOR &
CL = CENTERLINE
MAPPER
CLF = CHAIN LINK FENCE
R/W
= RIGHT OF WAY
CM = CONCRETE MONUMENT
RCP
= REINFORCED CONCRETE PIPE
CMP = CORRUGATED METAL PIPE
SF.
= SQUARE FEET
CONC: CONCRETE
5.H.W.L. = SEASONAL HIGH WATER LINE
E. = EAITING
TOE
= TOE OF SLOPE
EL = ELEVATION
TOB
= TOP OF BANK
ELP =ELECTRIC PANEL
TRAN. = TRANSFORMER
EP = EDGE OF PAVEMENT
TYP.
= TYPICAL
F.F.E. = FINISH FLOOR ELEVATION
U.E.
= UTILITY EASEMENT
FND. = FOUND
VC
= VALLEY CURB
HC = HEADER CURB
WM
= WATER METER
ID = IDENTIFICATION
A
= DELTA OF CURVE
I.R. = IRON ROD
R
= RADIUS OF CURVE
I.R.&C.= IRON ROD & CAP
L
= LENGTH OF CURVE
LB =LICENSE BUSINESS
9.a = PROPOSED GRADE
L.B.E. = LANDSCAPE BUFFER EASEMENT
L.S.C. = LIFT STATION EASEMENT
= FLOW DIRECTION
(M) = MEASURED DISTANCE
M.H.W.L. = MEAN HIGH WATER LINE
M.L.W.L. = MEAN LOW WATER LINE
bA
N. = NORTHING
+$
= SPOT ELEVATION
N.A.V.D. = NORTH AMERICAN VERTICAL
DATUM
NGS = NATIONAL GEODETIC SURVEY
N.G.V.D. = NATIONAL GEODETIC
VERTICAL DATUM
LEGEND
POSTED SIGN
0T =
=
LIGHT POLE
0
0 =
WOOD POWER POLE
0 =
w� =
WIRE PULL BOX
TS =
BFP
=
BACK -FLOW PREVENTOR
DDCV _
WM
■ =
WATER METER
FDCwV '
=
WATER VALVE
F0 _
=
FIRE HYDRANT
E� _
co =
CLEAN -OUT
GV>11 =
=
CURB INLET TYPE 6
=
mMES
QS =
SANITARY MANHOLE
F =
=
DRAINAGE MANHOLE
❑ _
Y0 =
YARD DRAIN
M _
O
IRR =
IRRIGATION VALVE
® _
lcv =
]IRRIGATION CONTROL VALVE
'a =
+�y =
SPOT ELEVATION
_
T&T TELEPHONE RISER
ELLSOUTH TELEPHONE MANHOLE
REASE TRAP
RAFFIC SIGNAL BOX
OUBLE DETECTOR CHECK VALVE
[RE DEPARTMENT CONECTOR
[RE INDICATOR P05T
LECTRIC METER
AS VALVE
ATCH BASIN
iITERED END SECTION
ONCRETE POWER POLE
LECTRIC SERVICE BOX
SR RELEASE VALVE
iANITARY VALVE
OUND MONUMENT (AS NOTED)
EXISTING \
MULTI -STORY
STRUCTURE A,
F.F.E.=
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LEGA.DESCRIPTION:
LOT 1,3LOCK A, QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 OF THE PUBLIC RECORDS OF 5T
LUCIE^.OUNTY, FLORIDA.
ADDRESS: 4410 HIGHWAY A-1-A
FT. PIERCE, FLORIDA
CERTIFIED TO: VENETIAN ADMINISTRATION, LLC
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NOTES:
SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. III
A SEAZCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE.
BEARINGS SHOWN ARE RELATED TO WEST LINE OF THE PLAT OF QUEENS ISLAND PRESERVE, AS
RECORDED IN PLAT BOOK 60, PAGE 4 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LINE
F
BEARS N18028'55"W. j w
LEGAL DESCRIPTION PROVIDED BY CLIENT. g ! Z
¢ O 0
H
ELEV/TION5 ARE IN FEET AND RELATED TO NG5 VERTICAL CONTROL POINT "N 633" ELEVATION=5.33' a O Q 5 Z
NAVD(NORTH AMERICAN VERTICAL DATUM), A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
OF 19.5 FT WITH A NGS LOGO CAP LOCATED ON THE WEST SIDE OF STATE ROAD A-1-A, 0.69 MILES 3 Z HO
NORT„ OF REGAL ROAD,~0 '� F
PROPERTY LIES IN F.LR.M. ZONE "X WE (EL 14)", "AO (DEPTH 1')" AND "AO (DEPTH 2')", AS SHOWN ON lu O r a I
PANEL 1211CO093J, DATED FEBRUARY 16, 2012. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD N LL
INSUIANCE RATE MAPS. w
w
IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTHE< THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING I
PARTY.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE
FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
I
NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. N N w
0 0 o i o 0
PUBLI' WATER & SEWER AVAILABLE.
BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASURE UNLESS OTHERWISE NOTED. ! y tiI ti ti a m
THE EKPECTED USE OF THE SURVEY AND MAP I5 RESIDENTIAL.
ALL D[STANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD DRAWN BY:
USING FEET. P_SUTHARD
APPROVED BY:
ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. R. KEMERSON
SCALE:
BOUNDARY & TOPOGRAPHIC SURVEY FIELD DATE: 05-24-18. 1" = 20'
FOOTER FORMBOARD SURVEY FIELD DATE: 06-04-19.
STEM WALL SURVEY FIELD DATE: 07-10-19. JCANNEU DATE:
5/24/18
BY
St Lucie Countyt� C:^ FIELD BOOK/PAGES
st. ut^
Date N/A
0
JOB NUMBER:
� 18-2061
.040
ROBERT F. KEMERSON r ' �� SHEET:
PROFESSIONAL
STA7 OF FLORIDA (PSM)#6 85 PER`1 OF 1
N:\Projects\2018\13-2061 Venetian Administration\18-2061 LOT 1 STEMWALL.dwg, BNDY TOPO, 7/12/2019 12:59:59 PM, Velcon Eng & Surveyors, (772)879-0477