HomeMy WebLinkAbout1602-0492 BOUNDARY & TOPOGRAPHIC SURVEY 5-9-1820
ELECTRONIC DATA IS TRANSMITTED FOR YOUR '!ONVENIENCE AND IS THE SOLE PROPERTY OF 70
C.A. MITCHELL AND ASSOCIATES, INC. BY ACCEPTING DELIVERY HEREOF, THE RECIPIENT HEREBY a — C/L P.C.
AGREES TO INDEMNIFY AND HOLD C.A. MITCHELI. AND ASSOCIATES, INC. HARMLESS FROM ANY o C
LIABILITY RESULTING FROM THE USE OF THIS DATA. ELECTRONIC DATA IS SUBJECT TO CHANGE r A 70
AND COORDINATION OF UPDATES IS THE RESPONSIBILITY OF THE RECIPIENT. INFORMATION CONTAINED
ON THE DIGITAL COPY OF ANY DRAWING IS NEITHER CERTIFIED BY C.A. MITCHELL AND ASSOCIATES, =
INC., NOR INTENDED TO TAKE THE PLACE OF A CERTIFIED SURVEY, DRAWINGS OR DOCUMENTS.
THE ONLY OFFICIAL DEPICTION OF THIS INFORMATION IS THE ORIGINAL GRAPHIC DRAWING ON FILE F-
IN OUR OFFICE OR A VALID SIGNED AND SEALED COPY. UNDER NO CIRCUMSTANCES WILL ANY D
OTHER GRAPIC OR DIGITAL FORM OF THIS INFORMATION SUPERCEDE IT. � m \
� J
OD OD
/ ITE BENCHMAR
v EL VATION = 5.5 'N.A.V.D.
/ ON ADIUS POINT \
pti
VACANT
0 20 40 60
SILTED IN —
/INLET
(MAN MADE)
Scale 1 " = 20' \
(8/5/15)
approx. edge
of water
ELEV.. -0.12 CONTOUR LINE N 89-35'56-W
---,��5.009
MEAN HIGH WATER LINE
ELEVATION= NEGATIVE 0.12'
NORTH AMERICAN VERTICAL
DATUM OF 1988
(PER ST. LUCIE COUNTY
SURVEYING DIVISION)
LEGEND:
P.) = PLAT
M. = MEASURED
C. = CALCULATED
D. = DESCRIPTION
I.R.& C. = IRON ROD AND CAP
W.C. = WITNESS CORNER
C.M. = CONCRETE MONUMENT
I.P. = IRON -PIPE-- - -- -
N. & D. = NAIL .AND DISK
P.P. = POWER POLE
L.P. = LIGHT POLE
O.H.W. = OVERHEAD WIRES
ASPH. = ASPHALT PAVEMENT
F.P.L. = FLORIDA POWER & LIGHT
FD. = FOUND
P.C. = POINT OF CURVE
P.T. = POINT OF TANGENCY
P.C.C. = POINT OF COMPOUND CURVE
P.R.C. = POINT OF REVERSE CURVE
C/L = CENTERLINE
R/W = RIGHT OF WAY
P.R.M. = PERMANENT REFERENCE MONUMENT
P.C.P. = PERMANENT CONTROL POINT
C.A. = CENTRAL ANGLE (DELTA ANGLE)
TYP. = TYPICAL
CONC. = CONCRETE
SB = SET BACK
r ISLAND /
SE
S 58'48'4411W
40.0
Y—N 08.25'31"W
18.48'
FN 54'32'30"
$9.
S 46'15'20'W�
1'
01\ S 44.27'51'W Cn G
7.72' A� PROPOSE
1 9yo 'VELL HEA
-� 35'27'38'W
1 20.64'
\ 1 /i
COVERED
�i ENTRY
0 TA
��. % \ .� �O � � \\ �/ 22.33
K^ O
70
CUL DE SAC
IUS POIN WELL,PUMP &
11 PH. I CONDITIONERS
— ET
.R.& C. '
= 76'2 40"
i R=,. .00
\C.Lv.
N� D
°9b \\ / FD. 1/2" 1.
` LS # 2391
S 17
0
GI R •UD A \
W O a
13; 1 /2"
N
-A _� o� 0$ F� FINJ LELEV.=
yCn N 29'09'48'W r S�°yam oD' OP�pL
27.32' g �,
Z�
�G N 28'11'28'W
26.77'
.p
LAND SURVEYOR'S INTERPRETATION OF THE F.E.14,A.;
F.I.R.M. FLOODWAY LINE
N 22'59 25'W
I
C.A. MITCHELL AND ASSOCIATES, INC.
LAND SURVEYOR'S AND MAPPERS
759 S.W. SOUTH MACEDO BOULEVARD
PORT SAINT LUCIE, FLORIDA 34983
772-878-7547
54.
\ 6�
51 • S�
S 00'22'43"WI-
25.00'
�06 �
SET
I.R.& C.
it. o' Alyl�
COVERED PORC �•
\ 18.33' S
\ 07.0'
\
\
\ n C,4 X"d
V)
�O W'
\o
\ SET
Y7I.R. C.
6N\ LS #
N \s.
V
G
.77 \
3' N
n 5.33'
2.40' % 3.5
C.
54C56"E
LOT 2
HOUSE
DESCRIPTION: (SUPPLIED BY CLIENT)
LOT 4, "RIVER PLACE", ACCORDING TO THE LAT THEREOF, AS
RECORDED IN PLAT BOOK 18, PAGE 10, OF E PUBLIC RECORDS
OF ST. LUCIE COUNTY, FLORIDA.
TOGETHER WITH ALL LAND LYING AND BEING STERLY OF THE
ABOVE DESCRIBED PARCEL BOUNDED ON THE N RTH BY THE
EXTENSION WESTERLY OF THE NORTH LINE OF S ID PARCEL AND
ON THE SOUTH BY THE EXTENSION WESTERLY 0 THE SOUTH LINE
OF THE ABOVE DESCRIBED PARCEL, AND SITUATE AND BEING
EASTERLY OF THE MAIN STREAM OF THE NORTH ORK OF THE
ST. LUCIE RIVER.
LESS AND EXCEPTING THEREFROM THAT CERTAIN ARCEL DESCRIBED
IN°WARRANTY DEED FROM FRANK H. FEE, III, JOIN D BY HIS WIFE,
LeVan N. FEE, TO HERBERT NEUBERGER AND AUG STA NEUBERGER,
HIS WIFE, DATED JANUARY 7, 1986 AND RECORD D IN O.R. BOOK
487, PAGE 2738, OF THE PUBLIC RECORDS OF S . LUCIE COUNTY,
FLORIDA.
LOT 3
HOUSE
FIN.FL.ELEV
=8.26'
25.05'
SURVEYOR'S NOTES:
1.) ADDITIONS OR DELETIONS TO URVEY MAPS AND REPORTS BY
OTHER THAN THE SIGNING ARTY IS PROHIBITED WITHOUT THE
I.R & C. WRITTEN CONSENT OF E SIGNING PARTY. ( 5J-17 F.A.C.)
1 2.) THIS SURVEY AN SULTANT DRAWING IS NOT VALID WITHOUT
THE SIGN AND ORIGINAL SEAL OF THE FLORIDA LICENSED
OR AND MAPPER. ( 5J-17 F.A.C.)
3.) THE BASE OF BEARINGS UTILIZED HEREON IS THE PLAT OF "RIVER
PLACE", MORE SPECIFICALLY THE CENTERLINE OF RIVER PLACE ROAD
WHICH BEARS SOUTH 00.22'43" WEST. ALL OTHER BEARINGS
ARE RELATIVE THERETO.
4.) THIS SITE IS LOCATED IN FLOOD ZONE "AE", BASE FLOOD ELEVATION
7' NORTH AMERICAN VERTICAL DATUM OF 1988 PER F.E.M.A.
— _-- -- FRdEBRUARY 16, 2012.2
5.) THE BENCHMARK UTILIZED FOR THIS SURVEY IS ST. LUCIE COUNTY VERTICAL CONTfUL
65 POINT "BRIDGE", ELEVATION = 13.6105' NORTH AMERICAN VERTICAL DATUM.
\i�.67'TEST HOLE SITESEPTIC WATER ®36"V) 50 bai N DRAINFIELDAREA 1320 SOFT. AVAILd 5 FOR SYSTEM INSTALLATION950'L-----
LINK
FD.I.R.& C.
\
N 89'35'56"W
121.12'
1�11`
o I-POR
ION OF LOT 4 NOT INCLUDED PER
O.R. BOOK 487, PAGE 2738
o
N 89'35'56"W
130.00'
—
—
SOUTH LINE LINE LOT 4 —
�.�� SET
LR.& C.
C.A. MITCHELL AND ASS
—
—N 89'35'56"W
OUTH LINE LOT 4
HOUSE
FlN.FL.EL.
CERTIFI TE OF AUTH
36.
1' SEPTIC TANK &
T S D
VARI S
DRAINF10
ELD
LOTS 23 THROUGH 28 BLOCK 72
FORMBOARDS 5/h/18 C.A.M. PLAT OF WHITE CITY
FLOODWAY UN LAT BOOK 1 PAGE 201
SEPTIC TANK & DRAINFIELD
, L
I
k �1'k kIT
1Y
ATES, INC.
rfl-'�N # LB4276
DATED: APRIL 16, '2014
E 11/28/17 C.A.M. P
REGISTERED
REVISE 1 STORY RESIDENCE 7/31/17 C.A.M. RA. MITCHELL, R.L.S.
PROPOSED 1 STORY RESIDENCE 1/5/17 C.A.M. FORMBOARD LOCATION ANDXqurn REGISTERED LAND SURVEYOR AND MAPPER
ADD CONCEQUIP.PADS & WALK 3/3/16 C.A.M. ELEVATION: MAY 8, 2018 FLORIDA REGISTRATION # LS3541 (SINCE 1982)
REVISE PROPOSE!) HOUSE & WELL 8/13/15 C.A.M.
ADD M.H.W.L. AND UPLAND BUFFER LINE 8/6/15 C.A.M.
DRAWN BY: C.A.M. APPROVED af: M.E. REVISKM
,DATE. APRIL 11, 2014 pFtw. ND 4610 1/15/15 ADD TOPO AND SEPTIC & WELLS C.A.M.
,,,,w Mr,. 4610 Dwo, File name: C: \EPSA\4610 3/26/15 ADD PROPOSED HOUSE, WELL AND SEPTIC C.A.M.
5/19/15 REMSEb PROPOSED HOUSE & WELL
125'mm
A PORTION OF LOT # 4 OF "RIVER PLACE"
SAINT LUCIE COUNTY FLORIDA
SHf. NAME
BOUNDARY AND TOPOGRAPHIC
SURVEY
A
ONE
OF O
ONE
�4aFkEi{ i'V �u'
BY
ST LUCIE COUNTY
MAY 0 9 7018
Parmltting Department
St.'Lucle County- -- -