HomeMy WebLinkAboutBoundary SurveyABBREVIATIONS
A/C = AIR CONDITIONING
HC = HEADER CURB
ASHP =ASPHALT
ID =IDENTIFICATION
BM = BENCHMARK
I.R. = IRON ROD
BST = BELLSOUTH TELEPHONE RISER
I.R.&C.= IRON ROD & CAP
(C) = CALCULATED
LB = LICENSE BUSINESS
C.C.C.L: COASTAL CONSTRUCTION
L.B.E. = LANDSCAPE BUFFER EASEMENT
CONTROL LINE
L.S.C. = LIFT STATION EASEMENT
CE = COVERED ENTRY
(M) = MEASURED DISTANCE
CTV = CABLE TV RISER
M.H.W.L. = MEAN HIGH WATER LINE
CL = CENTERLINE
M.L.W.L. = MEAN LOW WATER LINE
CLF = CHAIN LINK FENCE
N. = NORTHING
CM = CONCRETE MONUMENT
N.A.V.D. = NORTH AMERICAN VERTICAL
CMP =CORRUGATED METAL PIPE
DATUM
CONC.= CONCRETE
NGS = NATIONAL GEODETIC SURVEY
COV = COVERED
N.G.V.D. = NATIONAL GEODETIC
COVP = COVER PATIO
VERTICAL DATUM
CS = CONCRETE SLAB
O.R. = OFFICIAL RECORDS
E. = EASTING
(P) = PLAT DISTANCE
EL = ELEVATION
PAVE. = PAVEMENT
ELP = ELECTRIC PANEL
P.B. = PLAT BOOK
EP = EDGE OF PAVEMENT
PG. = PAGE
F.F.E. = FINISH FLOOR ELEVATION
PK = PARKER KALON NAIL
FND. = FOUND
PK&D = PARKER KALON NAIL d DISK
P.O.B. = POINT OF BEGINNING
PS = PAVER SLAB
PSM= PROFESSIONAL SURVEYOR &
MAPPER
P.O.T. = POINT OF TERMINUS
R/W = RIGHT OF WAY
RCP = REINFORCED CONCRETE PIPE
SF. = SQUARE FEET
S.H.W.L. = SEASONAL HIGH WATER LINE
TOE = TOE OF SLOPE
TOO = TOP OF BANK
TRAN. = TRANSFORMER
TYP. = TYPICAL
U.E. = UTILITY EASEMENT
VC = VALLEY CURB
WM = WATER METER
A = DELTA OF CURVE
R = RADIUS OF CURVE
L = LENGTH OF CURVE
LEGEND
ME5
= MITERED END SECTION
IRR
= IRRIGATION VALVE
CO
= CLEAN OUT
pd
= SEWER VALVE
= FOUND MONUMENT (AS NOTED)
B.o
GRADE
PROPOSED GRADE
= FLOW DIRECTION
yA�
= SPOT ELEVATION
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NOTES:
LEGAL DESCRIPTION:
1.
SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS OR OTHER
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-OF -WAY,
RESTRICTIONS OF RECORD.
LOT 3, BLOCK A, QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4
OF THE
gaF/
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
y N ° j ��,}�
a
A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE.
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ADDRESS: 4422 HIGHWAY A-1-A
/ a b
BEARINGS SHOWN ARE RELATED TO WEST LINE OF LOT 3, PLAT OF QUEENS ISLAND
PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 OF THE PUBLIC RECORDS OF ST,
FT. PIERCE, FLORIDA
' NGS CONTROL
MONUMENT
LUCIE COUNTY, FLORIDA. SAID LINE BEARS N18028'55"W.
CERTIFIED TO: VENETIAN ADMINISTRATION, LLC
A-30(94-77)
NGS CONTROL MONUMENT
LEGAL DESCRIPTION PROVIDED BY CLIENT.
N:1150065.49'
A-29(94-77)
E:882771 97,
N:1,147,644.03
ELEVATIONS ARE IN FEET AND RELATED TO NGS VERTICAL CONTROL POINT "N 633"
ELEVATION=5.33' NAVD (NORTH AMERICAN VERTICAL DATUM), A STAINLESS STEEL
E:883,422.43
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 NORTH OF REGAL ROAD.
PROPERTY LIES IN F.I.R.M. ZONE "X" & WE (EL 11)", AS PER MAP NUMBER 12111C0093K,
'.
DATED FEBRUARY 19, 2020. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM
FLOOD INSURANCE RATE MAPS.
IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY
MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT
WRITTEN CONSENT OF THE SIGNING 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.
NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
PUBLIC WATER & SEWER AVAILABLE.
BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASURE UNLESS
OTHERWISE NOTED.
THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL.
ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED
STATES STANDARD USING FEET.
ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES,
MINUTES AND SECONDS.
TO CONVERT NAVD TO NGVD BY ADDING 1.486' TO NAVD.
s
BOUNDARY d TOPOGRAPHIC SURVEY FIELD DATE: 05-24-18.
FOOTER FORMBOARD SURVEY FIELD DATE: 06-04-19.
STEM WALL 5URVEY FIELD DATE: 07-10-19.
9° "' r
FINAL SURVEY FIELD DATE: 12-09-21.
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DRAWN BY:
P.SUTHARD
APPROVED BY:
R. KEMERSON
SCALE:
1" = 20'
DATE:
5/24/18
FIELD BOOK/PAGES
N/A
JOB NUMBER:
18-2061
SHEET:
1 OF 1
7ojects\2018\18-2061 Venetian Administration\18-2061 LOT 3 FINAL.dwg, 3/24/2022 9:51:57 AM, Canon iPF670