HomeMy WebLinkAboutBoundary Survey 8-11-17LI
NORTH
GRAPHIC SCALE
20 0 10 20 i
( IN FEET )
0\R�
E�\5 CONST. PERIMETER
BERM EL. Z.4
EXIST. 8" WALL 1�1��P\-P'(
i
�SWALE
�
2 �
\PROPOSED
M.E. \ \ \ .0 4"
METER &
\ BACKFLOW
PREVENTER 6 0
\ IRRIGATION 40
\ C.O. P pD
TYPICAL
LEGEND
O SET 5/8" IR/CAP LB 3591
D.E. -
DRAINAGE EASEMENT
I.p.
IRON PIPE
L.A.E.
LIMITED ACCESS EASEMENT
CONC.
- CONCRETE
G.V.
GATE VALVE
- POWER POLE
L-M.E.
LAKE MAINTENANCE EASEMENT
COV.
COVERED
p.p.
BLDG.
BUILDING
L.M.A.E.
- LAKE MAINTENANCE
ELEV.
ESMT.
ELEVATION
- EASEMENT
N.R.
= NOT RADIAL
00.00
ACCESS EASEMENT
DENOTES PROPOSED ELEVATION
M.E.S.
- MITERED END SECTION
NO I.D.- NO IDENTIFICATION
DIRECTION OF FLOW
U.E.
- UTILITY EASEMENT
Y.D.
= YARD DRAIN
..r-
0.00
DENOTES EXISTING ELEVATION
�:
- WATER METER
A/C
= AIR CONDITIONER
OOR
C.B.
=CATCH BASIN
P.I. -
POINT OF INTERSECTION
FINISHED
N G.V, -GATE VALVE
P.C. -
POINT OF CURVATURE
PROP.
PR.
PROPOSED
-FIRE HYDRANT
P.C.0
-POINT OF COMPOUND CURVATURE
TYP-
TYPICAL
tF.N
P.R.C.
- POINT OF REVERSE CURVE
R. -
RADIUS
(2)-
STORM MANHOLE
P.T. -
POINT OF TRANSITION
R.P.
- RADIUS POINT
Q
SANITARY MANHOLE
O.E. -
OVERHANG EASEMENT
L.P.
L
- LIGHT POLE
-
B.E. -BUFFER
EASEMENT
C 0
CLEANOUT
�- -
CENTERLINE
j I
O.R.B. - OFFICIAL RECORDS BOOK M.H. - MANHOLE E> WATER SERVICE
PG. - PAGE SAN. - SANITARY C.E. -CONTROL ELEVATION
L. - ARC LENGTH
ALUM. - ALUMINUM M.E. - MATCH EXISTING
p - DELTA (CENTRAL ANGLE)
M a'
P.C.P.-PERMANENT CONTROL POINT
NAVD88- NORTH AMERICAN VERTICAL N P.R.M.-PERMANENT REFERENCE MONUMENT
H
DATUM OF 1988.
r I-
NOTE:
uj
• IMPROVEMENT SHOWN ARE PROPOSED UNLESS OT ERWISE NOTED.
• DRIVEWAYS ARE POR GRAPHIC PURPOSE ONLY AND NOT FOR CON5TRUCTION.
=
Jim
O 0
EXIST. CHAIN LINK
O
FENCE ON
PROPERTY LINE
4.1 PP N89"52'18"E 68.07' cn
M.E.
a
SWALE j 17
6.7 S90M 00"E
7.50'
\ i R=15.00'
A=108006'55"
L=28.30'
\ 15 00
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D�\P DR 8.72 2 • PGO�ENS N. \ \
/ EPA' �
25D2 \ \ BENCH MARK
�- MAG NAIL IN CURB
15\ E \ G ELEV.=8.16
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Ln
P.C. \,
CAUL_FIEL_D a WHEELER, INC.
CIVIL ENGINEERING - LAND PLANNING
LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA 33454
o
PHONE (561)-392-1991 / FAX (561)-750-1452
FIVER13END
LOT 3
BOUNDARY 5URVEY
5T LUCIE COUNTY, PLORUA
REV. PER COMMENTS
REV. PER COMMENTS
REVISED FLOOD ZONES (LOMR-F)
ADDED SEPTIC SYSTEM _
PERMIT SKETCH -
REVISIONS
2/15/18
CE
1/24/18
CE
12/06/17
TKM
9/25/17
CE
8/11 /17
JS
DATE
BY
N
s - i-LOCATION MA�
1p NOT TO SCALE
4
ffCiION 15, TDMNSItlP 37 50111N, HANft QD EAST
z
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tz �
1. 13
i
Rnnmseee wAv T'
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i6 UClp 11
140 �Sy tB
r
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zs
ez
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za za
NW TURNABOUT LINE_ _ _-
T TURNABOUT LANE
R
ti
1 REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN
EMBOSSED SURVEYORS SEAL.
2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE
AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND
SURVEYOR.
3. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS,
OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD.
4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL
DATUM (N.A.V.D.) OF 1988.
5. 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE SOUTH LINE LOT 3,
HAVING A BEARING OF N71'53'05"E.
6. THE DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD.
7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED.
8. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY
OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR
PARTIES.
9. FLOOD ZONE: "X" & "AE"(ELEV. 6'); FIRM PANEL NO. 1211CO406J; COMMUNITY NO.
120285; DATE: FEBRUARY 16, 2012. LOMR-F CASE #14-04-5434A, DATE: AUGUST
26, 2014.
10. BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY: "872 2334 TIDAL 4",
ELEVATION= 2.60(NAVD 88).
11. ADDRESS: 13192 NW WHEATON LANE.
LOT 3, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK
67, PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
CONTAINING 24,788 SQUARE FEET / 0.5691 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 AUGUST 11, 2017. 1 FURTHER CERTIFY THAT THIS
BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17
ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT
TO FLORIDA STATUTES 472.027.
DAVID P. LINDLEY, P.L.S:
REG. LAND SURVEYOR #5005
STATE OF FLORIDA - LS #3591
DATE 8
11 17
SCALE 1"=20'
FLD.BK.
N/A
CHECKED BY DPL
PAGE
N/A
FILE NAME 658713
65�7
SHT.N-0--
OF 1
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