HomeMy WebLinkAboutApproved Survey1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL.
2. SURVEY MAP OR THE C�`RE
PIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEALF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR.
3. LANDS SHOWN HEREON NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP,
OR OTHER INSTRUMENTS OF RECORD.
4. ELEVATIONS SHOWN HER ON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF
1988.
5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH LINE LOT 4, HAVING A BEARING OF
N87'55'30"W.
6. THE DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD.
7. UNDERGROUND FOUNDA ONS WERE NOT LOCATED.
8. ADDITIONS OR DELETIONTO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES
IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
9. FLOOD ZONE: Y & "A "(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: 0872 2334 TIDAL e, ELEVATION= 2.60.
11. ADDRESS: 3010 NW RA CLIFFE WAY.
TYPICAL LEGEND
N
0 SET 5/8" IR/CAP LB 3591
D.E. - DRAINAGE EASEMENT
1rP. - IRON PIPE'
�ry
COCA I ION MAP "
" L.A.E. - UAITEO ACCESS EASEMENT
CONC. - CONCRETE
COV. - COVERED
�+V. - GATE VALVE
PAP. - POWER POLE
6 7
10 0LM.F_ NOT TO SCALE
- TAKE MAINTENANCE EASEMENT
LM.A.E. -LAKE MAINTENANCE
ELEV. - ELEVATION
BLDG. - BUILDING
3 6 9
'„I,o ". SECIN 25. IDMW 37 SWM. RANGE 40 EA4f
ACCESS EASEMENT
ESMT. - EASEMENT
N.R. - NOT RADIAL
s
li
OO.W DENOTES PROPOSED ELEVATION
U.E. - UTILITY EASEMENT
NO I.D.- NO IDENTIFICATION
w- DIRECTION OF FLOW
W.M. - WATER METER
Y.D. - YARD DRAIN
p.00 DENOTES EXISTING ELEVATION
�' - BOOR
FIN.' - FINISHED
A/C - AIR CONDITIONER
C.B. - CATCH BASIN
3 i
tL
P.I. - POINT OF INTERSECTION
PROP. - PROPOSED
N G.V. - GATE VALVE
i 1. 4a
14 �¢R
43
P.C. - POINT OF CURVATURE
P.C.0 POINT OF COMPOUND CURVATURE
TYP.- TYPICAL
R. - RADIUS
tF.H. - FIRE HYDRANT
a' R 45
xar
75
P.R.C. OF REVERSE CURVE
R.P. - RADIUS POINT
®- STORM MANHOLE
z aaoc�eR
42 - ib
'Oc+
TNT
P.T. - POINT OF TRANSITION
O.E. - OVERHANG EASEMENT
LP. - LIGHT POLE
QS - SANITARY MANHOLE
$
d as
ai, n
B.E. BUFFER EASEMENT :
C.O. - CLEANOUT
M.H. - MANHOLE
�L - CENTERLINE
47
ao bq 18
F
O.R.B. - OFFICIAL RECORDS BOOK
SAN. -SANITARY
WATER SERVICE
PG _PAGE
ALUM. - ALUMINUM
39 ON
L -ARC: LENGTH
Q -DELTA (CENTRAL ANGLE)
P.C.P.-PERMANENT CONTROL POINT
,0 P.R.M.-PERMANENT REFERENCE MONUMENT
- D.
38 29
��W
:.
36 37 oq4 28 19
29 20
POND
35 30
26 F 21
34 31
LOT 5
VACANT
St. U IQ Co. -OL 11
25 22
24 23
BENCH MARK \� "" Tcrsrvneolrr taNe
PCP/NAIL rvn TVMMUT ANE
ELEV.=8.56
�pcE
2'VALLEY .94
Date lAlt7 GUTTER(TYP.)
. I / y
pprdved /
/ o $ 8.63 79
• RECEIVED
' I 8.25
CONST. TYPE FEB 13 Z018
1 N87055'30"W (N.R.) 165.66' I �- "D" cuR6 NORTH
ZON 6) 1 I S89 29'28"E ST. Lucie County, Permitting
"AE"(EL _ _ _ _ q; 2� GRAPHIC SCALE
® �... BUILDING SETBACK Z 4
- I W.M. 68.00' R ' 20 0 10 20
�- ZONE "x' - _ _ ✓
od
A N Ai
v a I1 p IN FEET )
6.0, A/C
I 32.9' 17.96 N PAD \ /
o
.33'N 63.33'
1 �6.40' _ 6.47' DRIVE
4.33'
\ Ni 2.00' 0 2,276 $
5 4.41 4.36' 4 a "' s9..ft. \ 's' `V�y'V° h, 1
2 52 2 N n 12.00' 12, 00'
_ - N001
P.I.
POOL
in
I `a
y FORMBOARD 12.08' 0 99p ky. \ \ o iy9, h
aARNO
SURVEY
FlN.FLR.=9.28 SLAB/STEMWALI SURVEY 12.67'csl"0^3 . _ '
2 (TOP OF FORMS FIN. FLR.= 9.90 COV. FBq \ F ^ ryh
h8617.00'3.00' oo z GARAGE=9.56 ENIKT PORTICO c� \ i P.C. v
o g ^_ 24.33'
O ti0 n ZONE
t1: \ 43.77'
0% N 2.00'
\
\ "N DESCRIPTION:
ZONE
o. S7� ti LOT 4, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT
/ � �- /
- - ----- �j BOOK 67, PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY,
R`S to
/ FLORIDA.
0 /
S3$�j+ 677+5$„E 45.��+ R�5® p0' ZONE SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
96, N$ �16'1310" E"(ELEV. CONTAINING 19,058 SQUARE FEET / 0.4375 ACRES, MORE OR LESS.
lo/ L=14.15
SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND
RIGHTS -OF -WAY OF RECORD.
W.M.T.-1 cm11nre>F•
(WATER MANAGEMENT TRACT) 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 APRIL 19, 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.
DAVIT? P. LINDLEYlF.LS.
REG. LAND`SORVEYOR #5005
STATE 0EFI��- LB- #3591
CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING - LAND PLANNING
LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD`- SUITE 100
BOCA RATON, FLORIDA 53434
PHONE (560-392-I991 / FAX (561)-750-1452
FORMBOARD SURVEY - POOL 9 18 TKM
REVISED FLOOD ZONE 1 6 17 TKM
SLAB SURVEY 1 3 17 SRA
FORMBOARD SURVEY 1 /6 17 KM
ADDED PROPOSED DRIP SYSTEM/FINISH FLOOR ELEVATION Z 17 CE
PERMIT SKETCH 4 19/17 JS
REVISIONS ATE BY
DATE ?� 4 1� 17
SCALE 1"'=20'
FLD.BK. N/A
CHECKED BY DPL
PAGE N/A
FILE NAME 65871_4